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FLD2007-12040
o Planning Department r cle a #Water 100 South Myrtle Avenue ' Clearwater, Florida 33756 Telephone: 727 - 562 -456' ' 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: 612 DRUID RD FLD2007 -12040 GABASH MEDICAL OFFICES Zoning: D atlas# 295B i * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive infiill Redevelopment Project (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: AA 1A P MAILING ADDRESS: 520 17 5}{� f C�GaC u�t�k�Y �L 3375�c PHONE NUMBER: ?2,7- 9442>- (p 46b FAX NUMBER: M7 - LJ4 ?j -5 !j CELL NUMBER -12-7 _47 -- 0* ©d _ EMAIL: go! enL j e. PROPERTY OWNER(S): _6A 13A5 Ust ALL owners on the deed r— A d2 A. i— fl i t to -- -c.e- CA_kkuL%Af_A brc�o�reeruevtA- 302 PurC11L4c,e �a AGENT NAME: n�ss MAILING ADDRESS: C[ t71� OGt1c112Vr5I- tQ�I. , ��L 31?7 PHONE NUMBER: -77..7 595 71100 FAX NUMBER: 77,7 6116 713 CELL NUMBER: -727 430 lil$?• EMAIL: v►ta�ersos2k, B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Gwbayl.L yyteA i Cyr.( 04'i c.eg PROJECT VALUATION: $ STREET ADDRESS (olt).61zVCO2 lZil.CVLd. 60cf,(0 !t 10iVlf_5fre_+. Clec PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): AS PARCEL SIZE (square feet): Li Z O0v.& F DESCRIPTION OF REQUEST: WC veR Lye j} tko-V ULe, ��C p� y(�{C ,� r�r , e�ES 0.l Specifically of request rsqu 1`v2 . O ��,� l(>1 ���� �___,� ,4� LtL�o,�}' (include number of units or square "�- --�1 -� �'� footage of non - residential use and all /r. ✓�, i02 C.V& t5vL Clfr_� —&f— requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) V 5 S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 041144MM Page 1 of 8 ED t 92000 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TPX, A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) 6e t A JEt Acsxe.A o-vid '6 D. 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: 1. 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. t vtG �� p_�G�i �f'q ?J &Z M e3!4 �5 'v i _V-o � - _ awtd WIL 0.d Out -�o Cove- ie.� & ckurc, �� i �5 . hiZ� S�vz•��lc�r o } o f ce 6oykU 4, 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. Ah a &Nac?tor PLY-Celj Ctrl CL"GtiO AQr 0.y �i�ltl c-v"A.7% I- t7t2 oV -AAP- 6 ie_ L�`ti-i%l. AeJC"XQi cjcj � gr e�._1 ��a ?r. y��_w4'A 3. ra;5�nq�q�, vc�vc -5.. Thepropos e development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. ►�� uvtl, -�-. oyeru,rs�- d 1u.'0;ar�.kes� `��e-k��,r25 W ;� 0, 1 GVtarc A �('0-VLtG� A �e.- A "&IL>GXyLe -Vt-T 't4J ye--,t'ite c0.t�i./W • "�e- a --��t. ovLCl- Se�t'e.�? Dr '�"trt.G COwtvh�7ri�-it,7. 4. The proposed development is designed to minimize traffic congestion. fo 5eA- ��jc- �1ou> es �rovt� �rv;� oP-I.� o w : v A dW i c ef2 qW NnL j L even Flow rrrO w` t % WevCer'& s de aKW d. t . 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development to yca rrle & o Yl- 4� Vf At ' 15 +Lli ou&A -_ tip Jt? 5�: 6 eA-i Le-tD, cYad,Q n c 1�a r i lit tnh l 1�t t'Jl�i�,v� e �y U,-MX10V4 tts O Q a�! � W dJf �0. K bOI IG 0.Y1� Gi/i 4t1G�Gir �1r fJ l�G.t� !;'VGa!PCV1CA `Ot1ti La G` avt� V5 1Ma 6. U.r�1,i: kec.�vu 1, v uc+� � Glktti- v 5 e • '`- . The design of the proposed deeve pmenCminimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. clear a r c-gki�-- cut& o. aCA[ &-b Av�ed �0�:1 d�vtc�, It A� L e v; yyta^.vl�- Q.yta- �tw "v -Ayr- eV1C a0fjt7Ye- Cure- 0611 t C,re'e M-& W; WL W CA11�- fti y- i avt Olvt,� f a-&v Lr j e eS e.d�f, . .C�3 iC�2.5 W Ii1 olPefC+l1 a urmc� vwryw1 bv5:h i-a5 lnvvrs ar� cam{ tvc� e. ek- d:S vye;d ke . (AND °' ` S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) Pf� VfLpc Page 2 of 8 FE3 19 2008 If oplolwt REC9140 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment ProjeWaiterha3006 ❑ Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT C I �A SC=c Iait � A riteria is achieved, in detail: CITY OF C0.1tAKER 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district )Oeiift �a� � aarcel LS�orrov At 1c� oYt +rtes zd s_,�ss_1 - CAR �-�- avtd i -k�a 6 k1np ldr?!-2 ?:47u! We A :C -C-A oV:c..e. U6, e- -1-n.1,ov (d be a L� wN--( 00- oocx r ce t 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district tyt- cow �tEvt�ifye. CJiG�h. ae�`rA�r� "S -H/�15Cky-e-el 0,5'190WytAoWl-- �CLPt-d �* Ju 1L� W(C-c 4A.4( o Face- 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. :hy %rcm;l rL '�-�i'� 6?Yb�� _ It-t 4-w-- "ESL- 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. :Bn_ a-vL Lj"e ve_loaes& yt.ovt,- c0vYorvttii vtC-k 5;k — .. � vo4.� �a.o;t4_ o. prov 4t��� C 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor, d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where, a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. c r�,po use. ib Kay des o-1 looed_; g wt p-V !$Oe AJTc,at1 l �+ _ 2y44 le-- aA--& If tvvt.► 40 Aide- .. So�by IA, I.J es_ _tourc er1 s . 1 A- 001211& l,�c� 0. Gvi(�Cvt �C%s� ViDVI t_av�'�orvyL:Yt[A b , 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district, b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Fl eat i b, l m -ild -u i A' b % j iV" w c deg VW ov>.e� vx . 6 a 049211te w: t-� }ln� c&s. v►. ov ;ae11 c S c� -N� LJovtl�t. G�lo� b t S�,r; k� •i�t ►-�5 de�,an .Scale, oytd LoJe-ro'OjP- o�r� fnv�S.��c�,.. -� w�'kln c,.re•S.aS �v1�GC :.nil c1.,e►�,r,r« � S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 04- 24- 07.doc �2�iuyL C AbO tYt,CAvdt.S Page3of8 �-eaP 5� `o1�cy►n���1r� L- �alco�n: sa��a wt✓1ti a5 c�nunt�e5 w x Lw r i z,ov%Ac t by -1 c % "xA, E. STORMWATER PLAN SUBMITTAL rcEQUIMENTS: (City of Clearwater rm Drainage Design Criteria RE Manual and 4- 202.A.21) o A STORMWATER NARRATIVE MUST BE SUBMITTED WITH toALL APPLICATIONS. AJatespcompliance a with theaCaty of or modification of impervious surface, including buildings, Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to requirement. ❑ if a plan is not required, the narrative shall provide an explanation as to why the site is exempt. RECVED ❑ At a minimum, the STORMWATER PLAN shall include the following; FE3 2008 • Existing topography extending 50 feet beyond all property lines; • Proposed grading including finished floor elevations of all structures; , �.N OF CLEF, <.��I� • All adjacent streets and municipal storm systems; e of slope and outlet control structure; • Proposed stormwater detention /retention area including top of bank, to A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with ❑ the City manual. ❑ Proposed stormwater detentionlretention area including top of bank, to of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER ❑ R SOUTHWESS oF ty RIDA ATERf N NT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required f ), i cable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Ian and finished floor Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading p elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE BEQUIIRUBMI TTED AND SIGNIf CANT DELAY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST MAY OCCUR. the City Public Works Administration Engineering Department at (727) 562-4750. If you have questions regarding these requirements, contact F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees o be removed) please5designearound the existing trees; species, size (DBH 4" or greater), and location, Including drip lines and indicating trees (drip Imes) and condition of ❑ TREE INVENTORY; prepared by a "certified arborisr. of all trees 4 DBH or greater, reflecting size, canopy ( p such trees; • LOCATION MAP OF THE PROPERTY; rds Cie. Reduce number of • PARKING DEMAND STUDY in conjunction a do oq y of such study shall be approved by the Community Development Coordinator and Prior to the submittal of this application, them g rind les. The findings of the study will be used in determining whether or not shall be in accordance with accepted traffic engineering p p deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, at applicable; S: \Planning Department\Applicabon Forms \Development Pagv o iew\2007 Forms \Comprehensive Infill Prject (FLD) 04- 24- 07.doc G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) O SITE PLAN with the following information (not to exceed 24!'x 36 "): ✓ Index sheet referencing individual sheets included in package; -7 North arrow; L 0 ✓ 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 exisfin ublic and rivate utilities includin fire h drants storm and sanity sewer lines manholes and lift stations gas 9 P P 9 Y rY . ✓ 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: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; EXISTING REQUIRED PROPOSED 4 fa &�- :— qSoIG. N14 _N Gross floor area devoted to each use; ��L1� �r�;r� : i 3 S i1; >�1 , oSG� 10 Parking spaces: total number, presented in tabular form with the number of required spaces; �pJ� Total paved area, including all paved parking spaces &driveways, _t expressed in square feet & percentage of the paved vehicular area; �� T� .3"f� of t vtpe- rYirrus Official records book and page numbers of all existing utility ���TTT easement; --� Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. N ►A tj I& REDUCED COLOR SITE PLAN to scale (8 % X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: WIN 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); flfl Streets and drives (dimensioned); FE30 Building and structural setbacks (dimensioned); � ga sy C � ' 1'�� "j" Structural overhangs; ' I f OF CL r: h, S:1Planning DepartmenhApplication ForrnslDevelopment Review12007 Forms\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 5 of 8 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; I/ Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and I protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; T Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met L BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS —with the following information; ✓ All sides of all buildings; ✓ Dimensioned; Colors (provide one full sized set of colored elevations); _✓ Materials; ,,-'Sight visibility triangles; ❑ REDUCED BUILDING ELEVATIONS —same as above to scale on 8 %X 11. J. SIGNAGE: (Division 19. SIGNS/ Section 3 -1806) ❑ . All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. oRn }m REM44 .� �J 2008 RTMENT R.� S:1Planning DepartmentWpptication FormslDevelopment Review12007 FomtslComprehensive Infill Project (1�,� �2Q�:dob° i'A(E Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) CI Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: REQP,0 1 2008 Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. PLANA ' rS Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per da�j�. OIti � "... r r Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12)�monm�"A' Yor 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 Engineees (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement O 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. 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. 0 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: 1, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the ➢roperty describeSLip this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to appd subscribed before me this P70 day of eeern bt't'_ , A.D. 20 4)—? to me and /or by who is personally known has produced as identification. My commission expires: BRENDA L. 3m! �Itu s: sepranber 30.2011 ARY Fl. Notary DL%wa A = Ca S:1Planning DepartmenriApplication Forms\Development RevieM2007 FormslComprehenslve f _ dog^ Page 7 of 8 N. AFFIDAVIT TO AUTHORIZE AGENT: Provide names of all property owners on deed — PRINT full names: Miryt,NrA RECEWEO FE3 19 2000 au.i�b_h.6iYl; C.sWF 01y QE M l', ALMEP 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 10 2-- A/1"y P, ^e_ 3. That this property constitutes the property for which a request for a: (describe request) A 4. That the undersigned (has/have) appointed and (does /do) appoint ITM4 ALL/ 0-1? " 1fIrI4r as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I /we), the undersi ed authori ereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this a0'` day of 0 e embed OWO-7 personally appeared _A4,10 y/ /1 46e4i who having been first duly swom Deposes and says that-he/she fully understands the contents of the affidavit that he /she signed. � �, m E�Y 680566 0, 2011 14u1.7.NOTA �.� . Notary Public Signatu e Notary Seal /Stamp My Commission Expires: SAPlanning Department\Application Forms\Development Review12007 Forms\Comprehensive Infill Project (FLD) 04- 24-07.doc Page 8 of 8 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of aliproperty, owners on deed —PRINT full names: 2. That (i am/we are) the owners) and record title holder(s) of the following described property (addressor general location): 3. That lhis'property constitutes the property for which a ee��qure��st``for ate�: (describe request) f� 4. That the undersigne"hasthave) appointed and (does/do) appoint as (hisithheir) 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. 7. That site v 'to_ the property are necessary. by City representatives in older to process thisepprrcation and the owner authorizes City represen f s to visit and photograph the perty descnbed.ln this application-, That ( ) the undwsignsd.a on that the foregoing is true aril correct Pro Y r Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by lours of the State of Flo ' . on this _ � day of W C) personally appeared ��� �� e who having been first duly sworn Deposes .7.y. that he/she Wily understands the contents of the affidavit that he/she signed. to Public.SgnaWre �! I Notary Seal/Stamp My Commission Expi s: FSTATE OF FLORIDA COUNI Y OF PINELLAS C%Doa Wts and se6 Wme«xfwgu�uxmmvaennm 0707%RexUe0mwpmenriFLrn04-2ea7.mo Page 7 of 7 THE FOREGOING I TRUMENIf WAS ACK OWLEDGED EFGRE MET IS BY 1 -� A¢�TLp_� HO HAS PRODUCED e. 1-1 TYPE OF IDENTIFICATION A DID NOT TAKE AN OJT . NOJARY DOROTHY J. SCHAFFFFNER Q : IWY CG4r'MISSION # DO 685565 p�,,(� IR,ES: July�'1w1, 2011 /JIN,f• Bonded Tiuu CNA Sumty Op44° u RE16 j 9 2008 R ARCHITECTURE, AID, P.A. AA- 0003461 ARCHITECTURE - PLANNING - INTERIOR ARCHITECTURE - LANDSCAPE DESIGN - ARBORICULTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...: i 6.'f %s..i. � Ifni'_ <`�. .'.•�., :`t Parcel IDs: 612 Druid - 16/29/15/94623/008 /0010 610 Druid - 16/29/15/94623/008 /0011 Current Regions Prop. - 16/29/15/94626/004 /0010 609 Pine - 16/29/15/53910/000 /0020 611 Pine- 16/29/15/53910/000 /0010 Legal Description: Lot 1 and the East 2.5 feet of Lot 2, Mrs. N.E. Mc Mullens subdivision, according to the map or Plat thereof as recorded in Plat Book 10, page 25, public records of Pinellas County, Florida. Together with: Lot 2, less the East 2.5 feet, and the East 9 feet of Lot 3, Mrs. N.E. Mc Mullens subdivision, according to the map or Plat thereof as recorded in Plat Book 10, page 25, Public Records of Pinellas County, Florida. Together with: The East 54.5 feet of the South '/2 of block 8, Wallace's addition to Clearwater, according to the map or Plat thereof as recorded in Plat Book 3, page 6 of the Public Records of Pinellas County, Florida. Together with: That part of the South % of block 8 according to "plot of Wallace addition to Clearwater, FLA." record in Plat Book 3, page 6, of the Public Records of Hillsborough County, Florida, described as follows: Beginning in the South boundary of said block, at a point which is 200 feet East, along said boundary, from the Southwest corner of said block; thence East along said South boundary 80 feet; thence North parallel to the East boundary of said block 159 feet, more or less, to the North boundary of said South half of block 8, thence West along this latterly named boundary to a point which is 200 feet East, along said boundary from the West boundary of said block; thence Southwesterly in a straight line to the point of beginning. 01�1roNAL Iff RECEIKED Cf - "• %�U�t,Lytn,�;,w� T('7 �JtJ�Gii1G�LP� tom• "�I.t, IC�GJI•av64j �I�t,_.� —' "7M1 ,* 1. PURCHASE AND SALE: ch�,sa rr,c ( "E uyer ") 2• agrees to buy and Regions sank (° ;slier ") 3• agrees to sell the property described as: Street Address: 607 Pine 4• 6• Legal DescOptlon: a )portion of the above addreaa au dencribed in the attached addendum. ORIONAL RECV 7• and the following Personal Property: none 2 0 08 w Z e FlAIIN iC EffMW,WENT CITY OF Ci,EA,r;:WER e (all collectively referred to as the "Property") on the terms and conditions set forth below. The "Effective Date" of this Coni act is io the date on which the last of the Parties signs the latest offer. Time is of the essence In this Contract. Time periods c 15 , i days or less will be computed without including Saturday, Sunday, or national legal holidays and any time period ending on 12 Saturday, Sunday or national legal holiday will be extended until 5:00 p.m. of the next business day. ,3. 2. PURCHASE PRICE: $ 87,000.00 W (a) Deposit held in escrow by $ i5' (b) Additional deposit to be made within days from Effective Date $ b (c) Total mortgages (as referenced iii Paragraph 3) $ 7• (d) Other: to be paid in biaanual paysnent0 s` (e) Balance to close, subject to adjustments and proration, to be made with cash, locally drawn $ e certified or cashier's check or wire transfer. m 3. THIRD PAFOY FINANCING: Within pm. . days from Effective Date ("Application Period "),1344;will, at Buyer's evense, api ly for Y third party financing in the amount of $ or % of the purchase price to be amortized over a period of _ Y years and due in no less than years and with a fixed interest rate not to exceed D % per year or variable interest ra a not ,• to exceed O % at origination with a lifetime cap not to exceed % from initial rate, with additional terms as follows: Buyer will pay for the mortgagee title insurance policy and for all loan expenses. 8 er vvi11 time) uy y provide any and all credit, employment, financial and other information reasonably required by any lender. Buyer will notify Seller immediately upon obtaining • financing or being rejected by a lender. If Buyer, after diligent effort, fails to obtain a written commitment within- rue days fro, , Effective Date ( "Financing Period "), Buyer may cancel the Contract by giving prompt notice to Seller and Buyer's deposits) will bE returned to uy In accordance with P r graph 9. Buyer and Seller . (_� acknowledge receipt of a copy of this page, which is page 1 of 5 PagE r`r,7 4(F 067 Cln.l.l -- - Cn /TQ 7C1HJ Ltn'MU' 1 MIH CT 1 T \11.11 \I1-1 RECE G I �.. 2006 4. TITLE: Seller has the legal capacity to and will convey marketable title to the Property by 1?ts ory,�w r 0 other free of liens, easements and encumbrarr 4ofc� to S filer, i but subject to property taxes for the year of closin • covenants, restrictions and public utility ease en 6r�d� list ar y � p pe tY Y 9, p �+ v. other matterru to which title will be subject) provided there exists at closing no violation of the foregoing and none of them prevents Buyer's intended use of the Property as •• XsnzoaL ci.IMc (a) Evidence of Title: Seller will, at (check one) G Seller's X Buyer's- expense and within days CI from Effective Date Q prior to Closing Date )8( from date Buyer meets or waives financing contingency In Paragraph 3, deliver to Buyer (check one) o a title insurance commitment by a Florida licensed title insurer and, upon Buyer recording the deed, an owner's polic 1 in the amount of the purchase price for fee simple title subject only to exceptions stated above. X an abstract of title, prepared or brought current by an existing abstract firm or certified as correct by an existing firm. However, If such an abstract is not available to Seller, then a prior owner's title policy acceptable to the proposed insur f' as a base for reissuanee of coverage. The prior policy will include copies of all policy exceptions and an update in a format acceptable to Buyer from the policy effective date and certified to Buyer or Buyer's closing agent together with copies :)f all documents recited in the prior policy and in the update. (b) *11tle Examination: Buyer will, within 15 days from receipt of the evidence of title deliver written notice to Seller of title defects. Title will be deemed acceptable to Buyer If (1) Buyer fails to deliver proper notice of defects or (2) Buyer delivers 1 roper written notice and Seller cures the defects within 45 days from receipt of the notice rCurative Period "). If the defects ar cured within the Curative Period, closing will occur within 10 days from receipt by Buyer of notice of such curing. Seller mi y elect not to cure defects If Seller reasonably believes any defect cannot be cured within the Curative Period. If the defects I re not cured within the Curative Period, Buyer will have 10 days from receipt of notice of Seller's inability to cure the defects 1 ) elect whether to terminate this Contract or accept title subject to existing defects and close the transaction without reductl( n in purchase price. The-party who pays for the evidence of title will- also pay related title service fees including title and abstract charges and title examination. (c) Survey: (check applicable provisions below) D Seller will, within days from Effective Date, deliver to Buyer copies of prior surveys, plans, specifications, and engineering documents, if any, and the following documents relevant to this transaction: possession, which show all currently existing structures. prepared for Seller or in Se let's X Buyer will, at ❑ Seller's )( Buyer's expense and within the time period allowed to. deliver and examine title evidence obtain a current certified survey of the Property from a registered surveyor. If the survey reveals encroachments on the Property or that the Improvements encroach on the lands of another, O Buyer will accept the Property with existing encroachments 0 such encroachments will constitute a title defect to be cured within the Curative Period. (d) Ingress and Egress: Seller warrants that the Property presently. has Ingress and egress. (e) Possession: Seller will deliver possession and keys for all locks and alarms to Buyer at closing. S. CLOSING DATE AND PROCEDURE: This transaction will be closed in P=Nar r as County, Flo 4 on or before the ]D®C®mbe1r . . axet , 2007 or within 3o days from Effective Date (°Closing Date "), unless otherwise extends d herein. ❑ SellerX Buyer will designate the closing agent. Buyer and Seller will, within days from Effective Date, deli or to Escrow Agent signed instructions which provide for closing procedure. If an institutional lender is providing purchase funds, lei der requirements as to place, time of day, and closing procedures will control over any contrary provisions In this Contract. (a) Costs: Buyer will pay taxes and recording fees on notes, mortgages and financing statements and recording fees for the d red, Seller will pay taxes on the deed and recording fees for documents needed to cure title defects. ft Seller Is obligated to dischai )e any encumbrance at or prior to closing and fails to do so, Buyer may use purchase proceeds to satlsfy the encumbrances. (b) Documents: Seller will provide the deed, bill of sale, mechanic's lien affidavit, assignments of leases, updated rent roll, tenant and lender estoppel letters, assignments of permits and licenses, corrective instruments and letters notifying tenants )f the change in ownership /rental agent. If any tenant refuses to execute an estoppel letter, Seller will certify that information regarding the tenant's lease is correct. If Seller is a corporation, Seller will deliver a resolution of its Board of Directors authorizing tpe sale and delivery of the deed and certification by the corporate Secretary certifying the resolution and setting orth facts showling the conveyance conforms with the requirements of local law. Seiler will transfer security deposits to Buyer, 8 iyer will provide the closing statement, mortgages and notes, security agreements and financing statements, Thin aqftwa<re is li aed to [Morgan noniron - Domson Realty Sorviaea LLC) www.transeaationdeek.eom. rn nn 73ENHJ [An-M.M1 RAIN r^T 1 T\II I I Vu Min a• (c) Taxes, Assessments, and Prorations: The following items will be made current and prorated?& as of O&AgUma r ❑ as of : real estate taxes, bond and assessment payments ak*,V(tJV F' r� , 41 S ? 4` f fv _ w rents, association dues, insurance premiums acceptable to Buyer, operational expenses and r w E ,<+ If the amount of taxes and assessments for the current year cannot be ascertained, rates for the previous year Q ' e`use" ` due allowance being made for improvements and exemptions. Seller is aware of the following assessments affecting or potentially 3• affecting the Property: I Buyer will be responsible for all assessments of any kind which become due and owing on or after Effective Date, unless he improvement is substantially completed as of Closing Date, in which case Seller will be obligated to pay the entire assess nent. t (d) FIRPTA Tax Withholding: The Foreign Investment In Real Property Act ( "FIRPTA'? requires Buyer to withhold at closlr ) a portion of the purchase proceeds for remission to the Intemal' Revenue Service ( "I.R.S. ") if Seller is a "foreign person" as t afined r by the Internal Revenue Code. The parties agree to comply with the provisions of FIRPTA and to provide, at or prior to clo ►ing, appropriate documentation to establish any applicable exemption from the withholding requirement. If withholding is requi ed and Buyer does not have cash sufficient at closing to meet the withholding requirement, Seller will provide the necessary ands t and Buyer will provide proof to Seiler that such funds were properly remitted to the I.R.S. S. ESCROW: Buyer and Seller authorize r Telephone: Facsimile: Address: ►. to act as "Escrow t gent" w to receive funds and other items and, subject to clearance, disburse them in accordance with the terms of this Contract. Est row )1, Agent will deposit all funds received in la a non - Interest bearing escrow account a an interest bearing escrow account with 6- interest accruing to with interest disbursed (check one) ❑ at closing V ❑ at intervals. If Escrow Agent receives conflicting demands or has a good faith doubt as to Escrm u Agent's duties or liabilities under this Contract, he /she may (a) hold the subject matter of the escrow until the parties mutualt is agree to Its disbursement or until issuance of a court order or decision of arbitrator determining the parties' rights regarding ► le e escrow or (b) deposit the subject matter of the escrow with the clerk of the circuit court having jurisdiction over the dispute. I Ipon ►7 notifying the parties of such action, Escrow Agent will be released from all liability except for the duty to account for items is previously delivered out of escrow. If a licensed real estate broker, Escrow Agent will comply with applicable provisions of Ch ipter e 475, Florida Statutes, In any suit or arbitration In which Escrow Agent is made a parry because of acting as agent hereunder :)r o interpleads the subject matter of the escrow, Escrow Agent will recover reasonable attorneys' fees and costs at all levels, wh , 1 such fees and costs to be paid from the escrowed funds or equivalent and charged and awarded as court or other costs in * avor 2 of the prevailing party. The parties agree that Escrow Agent will not be liable to any person for misdelivery to Buyer or Seller :)f a escrowed items, unless the misdelivery is due to Escrow Agent's willful breach of this Contract or gross negligence, a 7. PROPERTY CONDITION: Seller will deriver the Property to Buyer at the time agreed in its present "as Is" condition, ordin try s wear and tear excepted, and will maintain the landscaping and grounds in a comparable condition. Seller makes no warrant as s other than marketability of title. ey accepting the Property "as is," Buyer waives all claims against Seller for any defects in th 3 7 property. (Check (a) or (b)) s` X (a) As is Buyer has inspected the Property or waives any right to inspect and accepts the Property in Its "as is" Condit )n. s• ❑ M Due Dillgence Period: Buyer will, at Buyer's expense and within days from Effective Date ( "Due Diligence Ped )d °), o determine whether the Property is suitable, In Buyer's sole and absolute discretion, for Buyer's Intended use and development of I ; the Property as specified in Paragraph 4. During the Due Diligence Period, Buyer may conduct any tests, analyses, surveys an 1 2 ; investigations ( "Inspections") which Buyer deems necessary to determine to Buyer's satisfaction the Property's engineering, s architectural, environmental properties; zoning and zoning restrictions; flood zone designation and restrictions; subdivision 4 regulations; soil and grade; avallabillty of access to public roads, water, and other utilities; consistency with local, state and regic nal 5 growth management and comprehensive land use plans; availability of permits, government approvals and licenses; compliant ► with e American with Disabilities Act; absence of asbestos, soil and ground water contamination; and other inspections that Buyer de ams 7 appropriate to determine the suitability of the Property for Buyer's intended use and development. Buyer shall deliver written n+ tice s to Seller prior to the expiration of the Due Diligence Period of Buyer's determination of whether or not the Property is acceptat a. 9 Buyer's fallure to comply with this notice requirement shall constitute acceptance of the Property in Its present "as is" condition Seller grants to Buyer, its agents, contractors and assigns, the right to enter the Property at any time during the Due Diligence i . Period for the purpose of conducting Inspections; provided, however, that Buyer, Its agents, contractors and assigns enter the a Property and conduct Inspections at their own risk. Buyer shall indemnify and hold Seller harmless from losses, damages, cos s, 9 cialms and expenses of any nature, Including attorneys' fees at all levels, and from liability to any person, arising from the condu :t of s = any and all inspections or any work authorized by Buyer. Buyer will not engage in any activity that could result in a mechanic's en being filed 4galnst the Property without Seller's prior written consent. In the event this transacilon does not close, (1) Buyer shr I 9 repair all damages to the Property resulting from the Inspections and Tatum the Property to the condition it was in prior to condt :t of 7 the Inspections, and (2) Buyer shall, at Buyer's expense, release to Seller all reports and other work generated as a result of th ► 3 Inspections. Should Buyer deliver timely notice -that the Property is not acceptable, Seller agrees that Buyer's deposit shall be immediately returned to Buyer and the Contract terminated. This aoPtw-rQ( / /� /d i ieenued to [Morgan Domoon - Damson 8edIty Sorvices TALC) www.trewnoationdesk.com. rn /r`n 1f1 I.,rl'll 1 \1 MIH r"T 1 r 1 (c) Walk- through Inspection: Buyer may, on the day prior to closing or any other time mutually agreeable to the parties, - 2 conduct a final "walk - through' inspection of the Property to determine compliance with this paragraph and to ensure that 111 a Property Is on the promises. 4 (d) Disclosures: 5 1. Radon Gas: Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient a quantities, may present health risks to persons why are exposed to it over time. Levels of radon that exceed federal am i state 7 guidelines have been found in buildings in Florida. Additional information regarding radon and radon testing may be obt tined e from your county public health unit. a- 2. Energy Efficiency: Buyer may have determined the energy efficiency rating of the buiiding, if any Is located on the F Sal o Property. 1 8. OPERATION OF PROPERTY DURING CONTRACT PERIOD: Seller will continue to operate the Property and any busir ass a conducted on the Property in the manner operated prior to Contract and will take no action that would adversely impact the 3 Property, tenants, lenders or business, if any. Any changes, such as renting vacant space, that materially affect the Property*( r s Buyer's intended use of the Property will be permitted 0 only with Buyer's consent 9 without Buyer's consent. 3 8. RETURN OF DEPOSIT: Unless otherwise specified in the Contract, in the event any condition of this Contract is not met ind 3 Buyer has timely given any required notice regarding the condition having not been met, Buyer's deposit will be returned in i accordance with applicable Florida laws and regulations. 10. DEFAULT: (a) In the event the sale is not closed due to any default or failure on the part of Seller other than failure to make the title marketable after diligent effort, Buyer may either (1) receive a refund of Buyer's deposits) or (2) seek specific performance If Buyer elects a deposit refund, Seller will be liable to Broker for the full amount of the brokerage fee. (b) In the event the sale is not closed due to any default or failure on the part of Buyer, Seller may either (1) retain all depo( q(s) paid or agreed to'be paid by Buyer as agreed upon liquidated damages, consideration for the execution of this Contract; E id in full settlement of any claims, upon which this Contract will terminate or (2) seek specific performance. if Seller retains the deposit, Seller will pay the Listing and Cooperating Brokers named in Paragraph 12 'fifty percent of all forfeited deposits ref tined by Seller (to be split equally among the Brokers) up to the full amount of the brokerage fee. 11. ATTORNEY'S FEES AND COSTS: In any claim or controversy arising out of or relating to this Contract, the prevailing pr U which for purposes of this provision will include Buyer, Seller and Broker, will be awarded reasonable attorneys' fees, costs a id expenses, 12, BROKERS: Neither Buyer nor Seller has utilized the services of, or for any other reason owes compensation to, a licene rd real estate Broker other than: (a) Listing Broker. who is O an agent of O a transaction broker 0 a nonrepresei tative and who will be compensated by O Seller 0 Buyer O both parties pursuant to 0 a listing agreement O other (specify) (b) Cooperating Broker. ' who is 0 an agent of 0 a transaction broker O a nonrepreser tative and who will be compensated by O Buyer 0 Seller 0 both parties pursuant to O an MLS or other offer of coN tc a cooperating broker 0 other (specify) 12E�y*� 1 � zoos (collectively referred to as "Broker") In.connection with any act relating to the Property, including but not limifeel t mi rir i F introductions, consultations and negotiations resulting in this transaction. Seller and Buyer agree to indemnify McDfold, @wr @r. -C; harmless from and against losses, damages, costs and expenses of any kind, including reasonable attorneys' fees at all level "s,' aiF- from liability to any person, arising from (1) compensation claimed which is inconsistent with the representatlon in this Paragraph, 2) enforcement action to collect a brokerage fee pursuant to Paragraph 10, (3) any duty accepted by Broker at the request of Buyei or Seller, which duty is beyond the scope of services regulated by Chapter 475, FS., as amended, or (4) recommendations of or se vices provided and expenses incurred by any third party whom Broker refers, recommends or retains for or on behalf of Buyer or Selle . 13. ASSIGNA� iTY; PERSONS BOUND: This Contract may be assigned to a related entity, and otherwise O Is not assigna )le 0 is assignabi . The terms "Buyer," "Seller" and "Broker` may be singular or plural. This Contract is binding upon Buyer, Sell 3r and their h 'r , pers representatives, successors and assigns (If assignment is permitted)_ 1.4. OPTIONAL CLAUSES: (Check if any of the following clauses are applicable and are attached as an addendum to this Contr ct): O Arbitration ❑ Seller Warranty ❑ Existing Mortgage ❑ Section 1031 Exchange o Coastal Construction Control Line X other legal Tana sux•ve• ❑ Property Inspection and Repair O Flood Area Hazard Zone O Other ❑ Seller Representations ❑ Seller Financing O Other 1 S. MISCELLANEOUS: The terms of this Contract constltute the entire agreement between Buyer and Seller. Modifications if this Contract 1MIl not be binding unless In writing, signed and delivered by the parry to be bound. Signatures, initials, documen s referenced in this Contract, counterparts and written modifications communlcated electronically or on paper will be acceptabit for all purposes, including delivery, and will be binding. Handwritten or typewritten terms inserted in or attached to this Contract p evail over preprinted terms. If any provision of this Contract is or becomes invalid or unenforceable, all remaining provisions will- corY nue to be fully effective. This Contract will be construed under Florida law and will not be recorded in any public records. Delivery c any written notice to any party's agent will be deemed delivery to that party. THIS IS INTENDED TO BE A LEGALLY BINDING CONTRACT. IF NOT FULLY UNDERSTOOD, SEEK THE ADVICE OF AN ATTOF VEY PRIOR TO SIGNING. BROKER ADVISES BUYER AND SELLER TO VERIFY ALL FACTS AND REPRESENTATIONS THAT ARE IMPORTANT TO THE"I. VI AND TO CONSULT AN APPROPRIATE PROFESSIONAL FOR LEGAL ADVICE (FOR EXAMPLE, INTERPRETING CONTRACTS, DETERMINING THE EFFECT OF LAWS ON THE PROPERTY AND TRANSACTION, STATUS OF TITLE, FOREIGN INVESTOR REPORTING REQUIREMENTS, ETC.) AND FOR TAX, PROPERTY CONDITION, ENVIRONMENTAL 4ND OTHER SPECVdJZED ADVICE. BUYER ACKNOWLEDGES THAT BROKER DOES NOT OCCUPY THE PROPERTY AND THAT fi ,.L REPRESENTATIONS (ORAL, WRITTEN OR OTHERWISE) BY BROKER ARE BASED ON SELLER REPRESENTATIONS OR PUBI 1C RECORDS UNLESS BROKER INDICATES PERSONAL VERIFICATION OF THE REPRESENTATION. BUYER AGREES TO RELY SOLELY ON SELLER, PROFESSIONAL INSPECTORS AND GOVERNMENTAL AGENCIES FOR VERIFICATION OF THE PROPEI TY CONDITION, SQUARE FOOTAGE AND FACTS THAT MATERIALLY AFFECT PROPERTY VALUE. DEPOSIT RECEIPT: Deposit of $ by O check O other receiv id on by Signature of Escrow Agent OFFER: Buyer offers to purchase the Property on the above terms and conditions. Unless acceptance is signed by Seller ar i a signed copy delivered to Buyer or Buyer`s agerrt no later than O a.m. O p.m. on OM(VIN4, Buyer may revoke this offer and receive a refund of all deposits. RECD Date: BUYER: Tax ID Nb :.D Qng Date: Title: Telephone: FacslmileAN`t "` f�'sR.�k`iVENT Address: Ei r (:1LET',ZWi1E BUYER: Tax ID No: Title: Telephone: Facsimile: Address: ACCEPTANCE: Seller accepts Buyer' off and agrea6 se Property on the above terms and conditions (D subject tc the attached counter offer). Date: /1 C7-7 SELLER: '2e'%, ` r Tax ID No: _ s Facsimile: Address: Date: SELLER: Tax ID No: Title: Telephone: Facsimile. Address: Buyer AC ___) and Seiler *nreppresentation (_J acknowledge receipt of a copy of this page, which -is page 5 of 5 Page The Florida Association of AEA ToAs makes as to the legal validity or adequacy of any provision of this form in arty specific transaction. This standardised form should not be used in complex transactions or with extenaive ridera or additions. This form is available for use by the entire real estate indu; iry and is not intended to ldent'i y the user as a REALTOR. REALTOR is a registered collective membership mark which may be used only by real estate Ilcensees wh( are members of the NATIONAL ASSOCIATION OF REALTORS and who subscribe to Its Code of Ethics, The copydaht laws of'the United States (17 U.S. Code) forbid the unauthorized reproduction of Ns form by any means Including facsimile or comouterized fo ns. r:n 1rn =)HJ WrI77U'N1 RLIH CT 1 T*.1U11TH nrr rr4 i nr •rr 1nn� ��� .rr r� 9 In -n t t 6. +j JIN q;; CD ��" •3` 1 b = C= i� m m M : �a (NOT INCLUDED) Ras L✓�1 SKETCH OF LEGAL DESCRIPTION SECTION--M— TOWNSHIP_2L_RANCE— 22 Ncrh SCALE. 1 "= 20' LEGEND. BM - Benchmark CB - Concrete Block .CL - Centerline CM -• Concrete Monument ELEV = CIOVatlon FNO - Found IP - Iron Pipe- IR - Iron Rod ASP - Asphalt LSJ -Land Surveyor Registration Number N/T. - Nail & rob N &Q - Nail & Disk U.K., - Monhole P.R.M. Permorient Reference Monument R/W - Right Of Way CONC - .Concrete P.C. - Point OF Curvofure. P.T. , - Point Of Tangent P.R.C. -Point OI,Reverse Curvafur6 A.C.C. point Ol Compound Curve Ch. - Chord P.P. Power Polo.. W.M. - water Meter R.R.S. - Railroad Spiko RAO. Radius R - f?eCard 0 - Dead M - Measured C - Calculated D.B. - Good Book P.B: - Plot Book O.R. - Official. Record Book PC - Pogo PVMT - Povement P.O.B. Point Of Bearing P.O.C. Point Of Commencement CH.B. Chord Bearing R.P. - Radius Point CLF - Chain Link Fence P.I. Point of intersectioo- .P.C:P - Permanent Control Point - LEG14L DESCRIPTION THE EAST 34 FEET OF LOT J LESS THE EAST 9 FEET-OF LOT 3, OF MRS. NE MONULLENS. SUDDIVIS1014 ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOO/( 10, PAGE 25, PUBLIC RECORDS: OF 'PINELLAS COUNTY, FLORIDA. t .$' LOT 4 (Nor LNCLum) g A PORTJON OF OF BLOCK 8 (NOT INCLUDED) 159.00' �g 3 LOT J. LESS EAST 34 OF LOT 3, (NOT INCLUDE Ad THE EAST 34 FEET OF LO LE5 7HE ET 0 L r �. THE E. - - - 80, OF - E. 9' OF LOT 3.e fNOT INCLUDED) $ - MYERS & ASSOCIATES ARCHITECTURE, AIA, P.A. AA-0003461 ARCHITECTURE . PLANNING • INTERIOR ARCHITECTURE • LANDSCAPE DESIGN . ARBORICULTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . December 21, 2007 City of Clearwater Design Review Committee RE: Medical office for Gabash LLC 612 Druid Rd. Statement of hardship Due to the slope of the site and the seasonal high water table, we are requesting the use of retaining walls in our dry bed retention pond. We need to use this location for the pond because it is at the lowest part of the site, and it needs to be its size due to our attempt to meet the parking standards of 5 per 1,000 GSF of Medical Office use that would be required in other Use districts. Sincerely, Carrie Matteoli, AIA PECCIVE F J' 2008 cayOF ri,E ":;j:r, eEI�7 FLOW TEST CITY OF CLEARWATER WATER DEPARTMENT LOCATION 1, G 1 ORIGINAL REmt DEC 31 2007 CITY OF CL -ATEp DATE OF TEST l 0 Cp V L `e' STATIC: PSI Gria � W `^ RESIDUAL PSI CQ r� j !✓r 1plToT PSI G r t t�rV FLOW GPM 1� � G 6 4 ,13 :Oa3 C. r; a a%;b 4+Z HYDRANT #� GRID # OR J LL� IMISC: H4� 5 9 oe r� (� (� ir u CUSTOMER REQUESTING TEST PREPARED BY & RETURN TO: Steven A. Williamson, Esquire Johnson, Pope, Bokor Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA I INST# 2009284560 10/27/2009 at 02:15 PM OFF REC BK: 16736 PG: 857 -867 DocType:EAS RECORDING: $95.00 I � DECLARATION AND GRANT OF ACCESS EASEMENT THIS DECLARATION AND GRANT OF ACCESS EASEMENT ( "Easement ") is made this L' —day of (j6&h?_ " , 2009, by REGIONS BANK, an Alabama banking corporation ( "Grantor ") and GABASH, LLC, a Florida limited liability company ( "Grantee "). RECITALS: WHEREAS, Grantor is the owner of that certain property located in Pinellas County, Florida and described on attached Exhibit "A" (the "Grantor Property "), of which the portion shown on attached Exhibit "C" is known as the "Easement Property "; and WHEREAS, Grantee is the owner of that certain property located in Pinellas County, Florida and described on attached Exhibit "B" (the "Grantee Property "); and WHEREAS, it is the intention by virtue of this Easement that Grantor declares, grants and conveys unto Grantee, its successors and assigns and as an appurtenance to the Grantee Property a non - exclusive easement over, across and under the Easement Property for access, use, maintenance, and replacement of certain air, conditioning /HVAC units located on the Grantee Property (the "A/C Units "), as set forth in this Easement; and WHEREAS, Grantee accepts this easement; and WHEREAS, Grantor and Grantee have agreed to the following terms and conditions. 111950148.3 -I- NOW THEREFORE, for and in consideration of -the mutual covenants and promises as hereinafter. expressed and other good and valuable considerations, the receipt and sufficiency of which is hereby acknowledged, the parties covenant and agree as follows: 1. Recitals. The above recitals are true and correct and are an integral part hereof and not merely recitals hereto. 2. Declaration and Grant of Easement. Grantor does hereby declare, grant and convey unto Grantee, its successors and assigns and as an appurtenance to the Grantee Property a non - exclusive easement over, across and under the Easement Property for the sole use, and no other, of access to, and maintenance and replacement of the A/C Units. In no event shall Grantee install or construct any structures or vertical improvements of any kind in the Easement Area, nor shall Grantee erect any fences, barriers, curbs, walls, ditches or barricades on the Easement Property. 3. Use by Grantor. Grantor also retains, reserves, and shall continue to enjoy use of the Easement Property for any and all purposes which do not interfere with and prevent the use by Grantee of the easements rights created herein. 4. Indemnity /Hold Harmless. Grantee shall indemnify and hold harmless Grantor from and against any and all injury, expense, damages and claims arising from Grantee's use of the Easement Property, whether due to damage to the Easement Property, claims for injury to the person or property of any other person rightfully in or about the Easement Property, or from any activity, work or things done, permitted or suffered by Grantee or its agents, servants, employees, licensees, customers, or invitees in or about the Easement Property. Grantee shall keep the Easement Property clean and maintained in an attractive manner. 5. Not a Public Dedication. Nothing contained herein shall be deemed to be a dedication of any portion of the Easement Property to the general public or for any public use or purpose whatsoever. 6. Severability. The invalidation of any of the provisions contained in this Agreement by judgment or court order shall in no way affect the validity of any of the other provisions hereof, and the same shall remain in full force and effect. 7. Amendment. This Agreement may not be amended, modified, altered or changed in any respect except by further agreement in writing duly executed by all parties that own property affected by such amendment. -2- 1/1950148.3 8. Captions. The headings and captions contained herein are for convenience and reference only and in no way define, limit, or describe the scope or the intent of this Agreement. 9. Applicable Law. The validity of this Agreement and all of its terms and provisions, as well as rights and duties of the parties hereunder, shall be interpreted and construed in accordance with the laws of the State of Florida. 10. Notices. Any notice given to any party under this Agreement shall be valid only if in writing and shall be deemed to be duly given only if delivered personally or sent by courier service, by overnight delivery service, or by registered or certified, postage prepaid, mail addressed to the following addresses: As to Grantor: Regions Bank ATTN: Keith Pressley 250 Riverchase Parkway, Suite 600 Birmingham, AL 35244 As to Grantee: Gabash, LLC ATTN: Adam Rosen 520 D Street, Suite C Clearwater, FL 33756 With copy to: Steven A. Williamson, Esq. Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 or at such other address as that party may designate by notice to the other party. 11. Attorney's Fees, etc. Should either party employ an attorney or attorneys to enforce any of the provisions hereof, or to protect its interest in any matter arising hereunder, or to recover damages for the breach hereof, the party prevailing shall be entitled to recover from the other party all reasonable costs, charges and expenses, including attorneys' fees, the value of time charged by paralegals and /or other staff members operating under the supervision of an attorney, and other legal costs, expended or incurred in connection therewith, before, during and subsequent to any litigation, including arbitration and_ appellate proceedings, bankruptcy or similar debtor /creditor proceedings. 12. Time is of the Essence essence. 1/1950148.3 For purposes herein, time shall be of the 13. Term of Agreement. This Agreement shall expire on the earlier of (a) the date the A/C Units are no longer functioning and /or removed, or (b) at Grantor's election, the date Grantee violates any of the conditions and requirements contained in this Agreement. 14. Default. Should Grantee fail to perform any of its obligations hereunder, Grantor may either terminate this Agreement or, at its option, perform such. obligation on behalf of Grantee. If Grantor elects to perform such obligation, Grantee shall reimburse Grantor for the cost of performing such work within five (5) days after receipt of an invoice, and if such reimbursement is not timely made, Grantor may pursue all legal remedies, and may also file a lien on the Grantee Property to secure the amount due, which shall bear interest at the rate of twelve percent (12 %). 0 1/1950148.3 IN WITNESS WHEREOF, the parties have caused these presents be executed and the day and year first above written shall be deemed to be its effective date. Signed,_ sealed and delivered In the presence of: "GRANTOR" Rei bar Signed, sealed and delivered In the presence of: "GRANTEE" &gd���� - -- Print Name: 13r -5- 1/1950148.3 Gabash, LLC, a Florida limited liability co pany By: AdA M. Rosen, its Manager STATE OF rlori'd COUNTY OF 1ne e, The foregoing instrument was acknowledged before me this ;7 day of QCer , 2009, by ajbfK r2e(zel as of-,,Regions Bank, an Alabama banking corporation, on behalf of the corporation e/ he [ ] is personally known to me or (] has produced the following as identification: 16W� X&t2ok Notary Public Print Name: zre" L- �nwey My commission expires: (&I BRENDA L. KENNEDY MY COMMISSION # DD697566 EXPIRES: Sptrba 30, 2011 FI.NotuYD,swmtAss""Co' ARY STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this a7 day of Defober , 2008, by Adam M. Rosen, as Manager of Gabash, LLC, a Florida limited liability company, on behalf of the company. He [X] is personally known to me or [ ] has produced the following as identification: Notary Public Print Name: My commission expires: ' BRENDA L. KENNEDY . Tw" MY COMMISSION # DD687566 FRFS: SePtei" 30, 2011 Fl. Notuy Disw,mt Asa. CO. 1.81YO- NOTARY 48335 - 113804 #503425 v1 - Gabash /Regions_Access Easement .® 1/1950148.3 EXHIBIT "A" "Grantor Property" -7- 1/1950148.3 "Grantee Property" M 1/1950148.3 EXHIBIT "C" "Easement Property" See attached sketch and legal description 0 1/1950148.3 m 1/1950148.3 1950146 co (1) 'Ml- NAL rIL.) D 5I A ?6c, = YiQ..L Page 1 of 1 Wells, Wayne From:. Arthur Weaver. [ AWeaver @bollenbackbuilders.com] Sent: . Thursday, July 03, 2008 3:23 PM To: Adam Rosen; rainer.pelzel @regions.com Cc: Myers & Associates. Architecture, AIA, P.A.;. Wells, Wayne; Devon. De. Trapani Subject:. GABASH, LLC -. Building Permit Application and Development Order Conditions Adam and Rainer, Attached is the Building Permit Information from today's submittal. Per Wayne Wells,. The. Building Department will not issue any permits (foundation or Building) until the Development Order Conditions are met. When Wayne receives the information required by the Development Order Condition #1 it will take him +/-, 3 weeks to. process.. Wayne. Wells of Planner 111727/ 562 - 4505 — w_ayn_e.wellsPmvclearwater.com. Condition 1 requires. two surveys on 8" x 14" size paper for filing at the Clerk of the Circuit Court.. a) Survey of the Gabash property including the small portion at the northwest corner from the Bank b) Survey of the Bank property deleting the small portion. c)... I believe he is requiring new Boundary Surveys He will also require the. Names of Ownership per the Property Deeds Once all this is recorded, Wayne. then prepares the Filing of the Unity of Title from the. above surveys. The City of Clearwater charges a $150.00 fee. If you have any questions please contact Wayne. Thank you. Arthur Weaver Project Manager Bollenback Builders, Inc.. 160 Scarlet Blvd. Oldsmar, FL 34677 813.855 -2656 Ofc 727.235 -2377 Cell 7/13/2008 ITY OF C LEAS ATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLOVDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 pJ PL INNING DEPARTMENT March 21, 2008 Mr. Jay F. Myers Myers & Associates Architecture 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 Re: FLD2007 -12040 1612 Druid Road Dear Mr. Myers: This letter constitutes a Development Order pursuant to Community Development Code (CDC) Section 4- 206.D.6. On March 18, 2008, the Community Development Board (CDB) reviewed your Flexible Development (FLD) application to construct a 15,498 square foot medical clinic within the Downtown (D) District as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code Section 2- 903.C. The CDB APPROVED the application with conditions based upon the following findings of fact and conclusions of law. Findings of Fact: 1. That the 0.98 -acre subject property is located between Pine Street and Druid Road, approximately 550 feet east of Fort Harrison Avenue; 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That the subject property is located within the South Gateway character district of the Clearwater Downtown Redevelopment Plan; 4. That the proposed building must comply with all applicable Design Guidelines set forth in the Clearwater Downtown Redevelopment Plan; and 5. That the proposed use is not a specifically authorized use in the Downtown (D) District and must therefore comply with Comprehensive Infill Redevelopment Project criteria. Conclusions of Law: 1. That the development proposal has been found to be in compliance with the applicable provisions of the Design Guidelines as set forth in the Clearwater Downtown Redevelopment Plan; 2. That the development proposal has been found to be in compliance with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the South Gateway character district; 3. That the development proposal has been found to be in compliance with the applicable Standards and Criteria as per CDC Section 2 -903; 4. That the development proposal has been found to be in compliance with the Flexibility criteria for a Comprehensive Infill Redevelopment Project as per CDC Section 2- 903.C; and FRANK HIBBARD, MAYOR ,JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" March 21, 2008 FLD2007 -12040 1 612 Druid Road Page 2 of 3 5. That the development proposal has been found to be in compliance with the General Standards for Level Two Approvals as per CDC Section 3- 913.A. Conditions of Approval: 1. That prior to the submittal of a building permit application, a Minor Lot Adjustment must be approved by the Planning Department with regard to that portion of the adjacent Regions Bank property (0.12 acres) being incorporated into the balance of the subject property; 2. That prior to the issuance of any building permits, evidence of filing a Unity of Title with Pinellas County between all parcels involved in the application must be submitted to and approved by the Planning Department; 3. That prior to the issuance of any building permits, any outstanding comments of the Engineering Department shall be addressed; 4. That prior to the issuance of any building permits, any outstanding comments of the Fire Department shall be addressed; 5. That prior to the issuance of any building permits, the gates for the solid waste enclosure are to be revised to be a material other than chain -link that is consistent with the Clearwater Downtown Redevelopment Plan; 6. That prior to the issuance of any building permits, the landscape plan shall provide for a three -foot high landscape buffer to screen the parking lot from adjacent rights -of -way; 7. That prior to issuance of the first Certificate of Occupancy, all on -site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site; 8. That any /all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development must be screened from view and /or painted to match the building to which they are attached, as applicable; 9. That any /all future signage must meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: (a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and (b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; and 10. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff. Pursuant to Community Development Code Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (March 18, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. 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. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time for the Flexible Development approval after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. S: (Planning DepartmentlCD BIFLEX (FLD)Ilnactive or Finished Applications lDruid 612 Rosen Office Bldg (D) Approved 03- 18- 080ruid 612 - Development Order 2008 03- 21.doc March 21, 2008 FLD2007 -12040 1612 Druid Road Page 3 of 3 Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Community Development Code Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CD13 meeting. 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 April 1, 2008 (14 days from the date of the CD13 meeting). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e -mail at robert.tefft(a)myclearwater.com. Sincerely, Michael Delk, AICP" Planning Director S. (Planning DepartrnentlC D BIFLEX (FLD)IInactive or Finished Applications0ruid 612 Rosen Office Bldg (D) Approved 03- 18- 080ruid 612 - Development Order 2008 03- 21.doc ORONAL REMVW MYERS & ASSOCIATES FE3 i 9 2008 ARCHITECTURE, AIA, P.A. PLANNNG DERA MENT AA- 0003461 C►Ty of CLk!k,clP,,ACER ARCHITECTURE - PLANNING - INTERIOR ARCHITECTURE - LANDSCAPE DESIGN - ARBORICULTURE ............................................................................................................................................................................................................... ............................... 9170 Oakhurst Rd., Suite 3B Seminole, Florida 33776 February 18, 2008 RE: FLD2007- 12040 -612 Druid Road Owner: Gabash LLC 520 D Street Suite C Clearwater, FL 33756 GENERAL ENGINEERING CHECKLIST First Review Comments: Prior to the issuance of a building permit: Because occupancy of the proposed building is a medical office the applicant /owner will be required to install and pay all associated fees for a required reduced pressure B.F.P.D. (back flow preventor device). 2. All fire hydrant assemblies installed greater than 10 ft. from a water main shall be constructed with ductile iron pipe and shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). Prior to the issuance of a certificate of occupancy: Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional registered in the State of Florida. The Construction Services Inspector will field inspect as -built drawings for accuracy. 2. Prior to fire hydrant leads and other unrestricted water lines being brought into service, contractor shall have conducted a hydrostatic pressure test in accordance with Section IV, paragraph 41.4.1. of the City of Clearwater Contract Specifications and Standards. Testing shall not be done prior to giving City Construction Inspector a minimum 48 hours notice of the time the installation is ready for hydrostatic testing. PLEASE NOTE: As -built drawings shall be submitted prior to the hydrostatic test. 3. Applicant shall sterilize all unrestricted water lines in accordance with City of Clearwater Contract Specifications and Standards paragraphs 41.5. through 41.5.4. A bacterial test shall be conducted with satisfactory results prior to the water systems being brought into service. All such testing shall be arranged and inspected by the City's Construction Inspector. PLEASE NOTE: As -built drawings shall be submitted prior to the bacterial test. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and /or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: Acknowledged Environmental: 1. An Asbestos Survey is required prior to conducting any demolition or renovations. Please contact the Pinellas County Air Quality Department at (727) 464 -4422 for further information. Response: Asbesoos testing of existing structures has been done. Fire: 1. Page 5 Utility Plan, Fire Hydrant at Druid entrance shown with DDCV. Must be un- restricted. Show on plan PRIOR TO CDB. Response: The DDCV has been removed from the fire hydrant shown on the utility plan. 2. If this garage area to be is to be used by the customers it may be required to be a sprinklered building. This will also be the case depending on the separation of the garage area and other requirements at time of building permit review. Please answer and acknowledge this in letter form PRIOR TO CDB (If this is to be a sprinklered building show on Utility Plan). Response: The garage is to be used only by the owner, and not the customers. 3. The garage area will require an exit door. Please show on your elevations PRIOR TO CDB. Response: Corrected on both elevations and first floor plan. MUNAL RECEtPW 2 µ 3 2000 PLAN"'411'G DEPART, LENT CITY OF CLLAIIMNER Harbor Master: No Comments Legal: No Comments Land Resources: 1. The proposed retaining wall is too close to the trees on the east property line. No grade cuts can occur within 10' of these trees. Design a lintel wall system and root aeration system prior to D.O. Response: The East retaining wall is being removed for the most part and wherever a drip line is impacted, concrete will be used rather than asphalt. 2. The Landscape Plan shows tree #20, amongst others, to be removed, however, all other plans show it to be preserved. Review all trees on all plans to insure that they match prior to D.O. Response: Conflict resolved. 3. Raise the proposed parking lot elevations by 0.6' at tree #65 prior to D.O. Response: Parking lot grades have been raised by 0.6' and revised on the grading plan. 4. Show all trees with their canopies, on the utility plan prior to Building Permit. Response: Canopies are now shown on the utility plan. Landscaping: Pursuant to Community Development Code (CDC) Section 3- 1202.13.1, shade trees must be planted a minimum of five feet from any impervious area. The two live oaks proposed directly to the north and the east of the garage do not meet this requirement. Also, the slash pines and southern magnolias at the southwest corner do not comply. Response: Parking Island to the East was made larger, and one of the Oaks replaced with a Dahoon Holly. The Slash Piraes were removed and the Magnolia relocated. See sheet L -1. ORIGINAL REGE'reD 3 F E3 19 2008 PLANIVN„G DE-PA IT ^F�s _. _ _ 2. Pursuant to CDC Section 3- 1202.E.1, one tree is required within each interior landscape island. There are four landscape islands proposed without the required tree, but in effect a 1/2 tree each as accent trees i.e. dahoon holly and crepe myrtle) count only on a 2:1 basis with shade trees. Revise the landscape plan to comply with the above provision. Response: Corrected, See sheet L -1. 3. The landscape plan identifies a proposed fence on the west side of the site that is not depicted on the site plan. Revise the plans for consistency. Also, if the fence is actually proposed, include information pertaining to appearance, height, color, style, etc for the fence. Response: Corrected, see sheet A -1. 4. The landscape plan depicts an a/c pad at the south end of the building; however, the utility plan depicts a sewer clearout in this same location. In addition to this conflict, there are several other conflicts between the landscape plan and the other development plans. Ensure that all plans are consistent upon resubmittal. Response: Corrected, see sheet L -1 and civil drawings. 5. The interior landscape island on the east side of the site depicts a proposed live oak within the canopy of an existing laurel oak; however, as per sheet L -3, the existing laurel oak is to be removed. Correct this inconsistency. Response: Corrected. Parks and Recreation: No issues - property less than 1 acre. Stormwater: 1. The following shall be addressed prior to issuance of building permit. The following shall be addressed prior to issuance of building permit. 1. Per meeting between engineer, Michael Palmer and Bob Maran on 1/14/08, to reduce the cost for extra retaining wall, the Stormwater pipes may be relocated to the east side of the property and inlets may be placed along the curb to catch runoff and direct to the pond. Response: Acknowledged. ORtVIVA w , REG`ftir FE3 19 2000 4 N a7y OF CLM',"w6XEl? 2. Drainage report shall include the following information: Pre - development discharge rate calculation, chamber storage calculations, Stormtech stage /storage chart shall show clearly the storage volume and corresponding elevation, stage /storage chart of pond shall show the water quality volume and corresponding elevation. Response: The report has been revised per above comment number 2. 3. D -3 structure shows weir elevation at two locations with the same value of 25.67; this appears to be an error - please check information and correct plan as needed. Also, what is the invert elevation of structure D -3? It is preferred that invert elevation of the structure be set at the same invert elevation of the discharge pipe to avoid standing water. Response: Elevations have been revised. 4. Show toe of slope (TOS) elevation on sheet 6 and show elevation of the emergency weir. Please provide some erosion control measures in front of the emergency weir and show positive flow path for runoff to get to the street. Response: TOS of slope elevation as been shown on the grading plan. Weir elevations are shown on the grading plan and erosion control specifications. 5. Private underdrain pipe shall be located inside private property, current design shows part of the underdrain system is in the right of way. Please revise plan accordingly. Response: Underdrains have been designed within private property. 6. Detail CS -1 shows two sizes of outfall pipe, 15' and 18 ". Which size is the right one? What is the invert elevation of the structure CS -1 ? Response: 18" pipe is shown. There is no invert into CS -1, water is controlled by a weir. 7. Please refer storm structures to their details. Response: Structures types are shown in the structure table on the grading plan. 8. Only off -site runoff can be routed to the street, all runoff on site including roof runoff shall be routed to the pond for treatment. Show clearly how roof runoff be routed to the pond. OP4DI Nn FG'; 5 `?fir' -�,3�� !;� •^ or, 'MATER Response: Roof drain pipes and header pipes will direct flow into the pond. All roof drain pipes are now shown on the grading and utility plan. 9. Label swales on plans. Response: Swale symbol is shown on the legend on the grading plan. 10. Include seepage analysis in the drainage report showing that runoff will not seep through the pond berm to get to the adjacent property. Response: To be prepared by the geotechnical engineer and submitted under separate cover. 11. Provide cleanout for underdrain system and detail. Response: Clean -outs are shown on the grading and utility plan and detail has been provided. 12. Provide details of both underdrain systems, linear feet, pipe slope and invert elevations. Response: Information is provided in a pipe table and shown on the grading plan. 13. Provide detail of emergency spillway. Response: Spillway detail is shown on the grading plan. 14. Provide an approved SWFWMD permit. Response: This is currently under review by SWFWMD. 15. Provide a maintenance plan for the stormwater retention pond and Stormtech vault. Response: Maintenance plan is included in the storm water report. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all documentation again for review. ORIV 6 p `fip j 2008 CITY Orr,,�nr�b .:_ Solid Waste: No Comments Traffic Engineering: 1. The Florida Statute shall read 318.18 on the handicapped parking signs. Response: Detail has been revised. 2. Show 20' x 20' sight visibility triangles at the driveway. There shall be no objects in the sight triangle over the City's acceptable vertical height criteria i.e. concrete dumpster bin. (City's Community Development Code, Section 3 -904). The above to be addressed prior to a Community Development Board (CDB) hearing. Response: Nothing interferes. General Note(s): 1) Applicant shall comply with the Ordinance and fee schedule and t o Occupancy (C.O.). 2) DRC review is a prerequisite for comments may be forthcoming up Application. Planning: current Transportation Impact Fee be paid prior to a Certificate of Building Permit Review; additional Dn submittal of a Building Permit 1. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, parking lots shall be located behind the primary facade of the principal building. As such, the building /parking locations should be redesigned. Response: Due to site constraints, the building had to be sited in a particular manner, and we placed the parking to be as unobtrusive as possible, and are screening with landscaping. 2. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, interlocking pavers /brick shall be used for parking lot surfacing and /or accents. Response: Corrected, see A -1. 3. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, clearly defined, safe, direct, convenient and landscaped pedestrian paths OR 01 REco 7 FE3 1 2009 PUAN" 'C' QTY F shall be provided between streets, parking areas and buildings. The parking on the north side of the building is disconnected from the building and Pine Street. Response: Delineated walkway added, see A -1. 4. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, mechanical equipment located at grade shall be in the least obtrusive location possible and screened from adjacent property and rights -of -way. Mechanical equipment located on a roof top shall be integrated into the building design through use of parapet walls, towers, or other architectural elements. Identify the proposed mechanical equipment locations and the means by which they will be screened consistent with the above. Response: The equipment is hidden in its own enclosure that ties into the building and is well landscaped, see A -1 and L -1. 5. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall maintain the build -to line of the block and the block across the street and buildings shall only be located farther from the build -to line in order to provide a courtyard, steps, entryway, arcade, plaza, or other pedestrian- oriented design features that maintain the build -to line. The building appears to have been excessively set back from Druid Road inconsistent with the block and block across the street. As such, the site will need to be redesigned to comply with the above. Response: A pavilion and pedestrian plaza were added to invite the public onto the site and establish a build -to line. See sheet A -1. 6. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall be oriented toward the street. The proposed building is oriented away from the street and towards the interior of the property. As such, the building /site will need to be redesigned to comply with the above. Response: The pavilion and plaza orient the pedestrian to the building and entry. 7. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, separations between buildings shall provide adequate useable space such as an alley or open space compliant with the design guild lines. How is the separation being provided along the east and west property lines consistent with the above? The building /site should be redesigned to comply with the above and to provide for an urban scale development. Response: The separation to the East is a usable drive and parking lot, the separation to the West allows access for maintenance and a landscape courtyard to preserve a nice tree on the site. 0INVIIML Kc 8E 2000 cly OF e -1 � ti 8. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall have a distinct "base ", "middle" and "cap ". The proposed building does not create any clear distinction between these areas and modifications to the building will need to occur. Response: The building has a distinct base with its raised planters tying its horizontality to the site and its slope. The middle is the bulk of the first level then steps back to clearly delineate the "cap ". 9. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, low -rise buildings and those with long facade widths shall accentuate vertical elements such as entrances and columns, or break -up the facade into a greater number of vertical masses. The proposed building should be redesigned so as to be consistent with this requirement. Response: The entrance colonnade and brick detailing at the corners to emphasize vertical masses, as well as the elevator shaft which orients to the entry and "pins" the building to the site. 10. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, an architecturally prominent entrance shall be provided on the primary facade. For the subject property, the primary facade is the south elevation (Druid Road); however, this elevation does not provide for an entrance. The building will need to be redesigned to meet the above. Response: The pavilion makes an inviting gateway on Druid, entreating pedestrians and orienting on the path to the entry. 11. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, windows within a building shall create a consistent and cohesive fenestration pattern. The north, south (second floor), and east elevation (northern half) are inconsistent with the balance of the elevations with regard to fenestration. Response: These sections of building house functions which prohibit windows into the space; they are fire stairs and a MRI room. 12. Pursuant to CDC Section 2- 903.C.3, the development proposal shall not impede the normal and orderly development and improvement of surrounding properties. The project has been designed inconsistently with the Design Guidelines with regard to building placement and design, thereby not creating the urban /pedestrian- oriented environment envisioned in the plan. As such, the proposal would be impedance toward the orderly development and improvement of surrounding properties. Response: The design and added pedestrian friendly improvements to the site do not impede the orderly, envisioned future development of the ()Pk�,WAL 9 zoae surrounding properties and existing buildings on this site are set back from Druid at least as far as this building is. 13. Pursuant to CDC Section 3 -911, all utilities, including individual distribution lines, shall be installed underground. The utility plan depicts numerous existing overhead utilities, but does not denote their disposition. The utility plan must be revised to depict /denote the relocation of all existing overhead utilities underground. Response: All unnecessary pole and overhead wire have been removed from the utility plan and demolition plan. 14. Pursuant to CDC Section 2- 903.C.6, flexibility with regard to use must be justified based on demonstrated compliance with all applicable design objectives, including that the proposal complies with the Design Guidelines set forth in the Downtown Redevelopment Plan. As noted previously, the proposed development does not comply with the Design Guidelines. As such, demonstrated compliance with all design objectives has not been achieved. Response: The design has been modified to comply with design objectives and flexibility in use is justified. 15. Pursuant to CDC Section 3- 913.A.6, the design of the proposed development minimizes adverse effects, including visual, acoustic, olfactory and hours of operation impacts on adjacent property. The proposed landscape plan depicts only a hedge to buffer a majority of the off - street parking from the Pine Street right -of -way and the adjacent townhomes to the north. This would not seem the best alternative to minimize adverse visual affects on adjacent properties. As such, it is recommended that a four -foot high decorative wall be used along Pine Street and the west side of the parking area as a buffer along with additional trees (Live Oak) along Pine Street. Response: A hedge is allowed as a buffer for off street parking and the right - of -way of Pine street dead ends very near the property and does not represent an appreciable volume of traffic. The Viburnum Suspensum hedge will grow to a moderate height. It is a good choice for a hedge as it grows in most locations. We have also added a row of Ilex Vomitoria in addition to Viburnum. Two Ilex Cassine (Dahoon Hollies) will add height and color to the hedge. 16. Pursuant to CDC Section 3- 1402.J.1, dead -end parking aisles shall be designed with a maneuvering area at the end of the aisle. The dead -end aisle along Pine Street does not include the required maneuvering area. Response: A maneuvering area has been added, see sheet A -1. REC! � . FEB CIN 17. Pursuant to CDC Section 3- 1406.6.2, the minimum distance between the Druid Road /Pine Street rights -of -way and the first parking space /drive aisle shall be 40 feet. The proposed stacking distance is 19 feet at Druid Road and 24 feet at Pine Street, neither of which comply with the above. Response: Synergy responded with a letter to planning. 18. Provide a floor plan. Response: Provided, see sheets A -3, A -4, and A -5. 19. Provide further information as to the proposed colors of the building, such as paint chips. Also, denote the color of the metal roof and the stone veneer. Response: See attached small colored elevations with samples. Other: No Comments Since ely, Jay F. My Phone: 727 -595 -7100 Fax: 727 - 595 -7138 E -mail: myersarch @ix.netcom.co ORItZINAL REC VW 'T 19 20OF FLANMA,�G DOW, 11 0Ty OF CfEj6.i e It SYNERGY CIVIL ENGINEERING, INC, 3000 Gulf to Bay Boulevard, Clearwater, Florida, 33759 ;727- 796 -1926, mpalmer @synergycivileng.com February 12, 2008 City of Clearwater Planning Department Robert G. Tefft, Planner III Municipal Services Building 100 South Myrtle Avenue Clearwater, Florida, 33756 Re: FLD2007 -12040 -612 Druid Gabash, LLC (Rosen Medical Office Building) Clearwater, Florida Dear Mr. Tefft: This letter is in response to the following Planning comment for the above referenced project: 17. Pursuant to CDC Section 3- 1406.B.2, the minimum distance between the Druid Road/ Pine Street rights -of way and the first parking space /drive aisle shall be 40 feet. The proposed stacking distance is 19 feet at Druid Road and 24 feet at Pine Street, neither of which comply with the above. With respect to the previous mentioned comment, we acknowledge the fact that the minimum distance for a driveway entrance, from the right-of-way line to the first parking space or aisle as shown on the site plan is less than 40 feet in some cases and we are requesting relief from the City of Clearwater requirement for the following reasons: 1. The number of new trips generated from this project is low and does not exceed the City of Clearwater threshold of 1,000 vehicle trips per day (vpd) or 100 vehicle trips per hour (vph).(SEE Trip Generation Calculations Enclosed) 2. The FDOT Driveway Handbook states the following: ( "Where a site is being redeveloped on a small property with no reasonable alternative access, it may be difficult to get these driveway lengths. In these cases, position the driveway to take advantage of the on -site location with the most depth ") In designing the proposed entrances and working within the City parking requirements we have attempted to meet the previously mentioned design guidelines. 3. The most critical queue distance occurs at the entrance into the site from Druid Road. We have designed the queue length for the Druid entrance to be a length of approximately 53 feet from the right -of -way to the first parking stall, which exceeds the city requirement of 40 feet. 4. Pine Street is a dead end street and the proposed project will be the last building on the street. Vehicle traffic volume on Pine Street is extremely low, allowing for essentially a free left hand turn mover n exiting the site onto Pine Street. %'j— .1� i1AG qM K3, I cJ Mb F161- 1, 'r N1 ITY Orr Eke '* S. Vehicles entering the site from Pine Street could queue onto Pine Street if necessary, but due to the low volume of traffic this situation is not expected to occur. If you have any further questions concerning this matter or need additional information please call me at (727) 796 -1926. Sincerely, Michael J. Palmer, P.E., NSPE National Society of Professional Engineers® A4srF ucorsea nresrae, CC: Jay F. Myers, AIA, FCLD Mr. Benet Elbo, Engineer Specialist II Mr. Himanshu Patni, Traffic Engineering Manager ORMNAL RECOVE"D EE3 1 2000 CITY OF CLEF .-<A'A,fEP mi Calculations Using the Most Used Trip Generation Rates. from the 7th Edition ITE Trip Generation Report CADocuments and Settings\bennett.elbot Desktop \[tripcalcl6.xls]Calculations 30- Nov-07 Fmv,s � 1(1� -- 4515 � = '}1' vpd 43 vph &,w )ff ',�S J� vw� mee, Peak 146 -364 two way trips jad� new +f,ps Pm yak kwr nw,) �'''� V9, ✓ log v p k o `'!A v�k ou *aW � , 6 10:40 am X Case Number: FLD2007- 12040 -- 612 DRUID RD Owner(s): Gabash Llc E 520 D St Ste C T7 b2'la�bg Qi Clearwater, 17133756 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email c— r';a Representative: Jay Myers 9170 Oakhurst Road Seminole, F133776 TELEPHONE: 727 - 595 -7100, FAX: 727 -595 -7138, E -MAIL: myersarch @ix.netcom.com Location: 0.98 -acre parcel located between Pine Street and Druid Road, approximately 550 feet east of South Fort Harrison Avenue. Atlas Page: 295B Zoning District: D, Downtown Request: Flexible Development (FLD) approval to construct a 13,575 square foot medical clinic within the Downtown (D) District as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code Section 2- 903.C. Proposed Use: Medical clinic Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P 0 Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Harbor Oaks Neighborhood Assoc Association(s): Clearwater, Fl 33756 320 Magnolia Drive TELEPHONE: 461 -9657, FAX: No Fax, E -MAIL: No Email Presenter: Robert Tefft, Planner III 1.+ 4 n`" Attendees Included: JbL, ?tcxl ^�TT, S-r� D/ Sam K. (4t-- r` 9-5 , (.+�) The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, February 7, 2008 - Page 17 DRC Action Ag.& 1.1 rw Prior to the issuance of a building permit: 1. Because occupancy of the proposed building is a medical office the applicant/owner will be required to install and pay all associated fees for a required reduced pressure B.F.P.D. (back flow preventor device). 2. All fire hydrant assemblies installed greater than 10 ft. from a water main shall be constructed with ductile iron pipe and shall have a gate valve at the tee on the branch fine, and at the fire hydrant assembly (F.H.A.). 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 professional registered in the State of Florida. The Construction Services Inspector will field inspect as -built drawings for accuracy. 2. Prior to fire hydrant leads and other unrestricted water lines being brought into service, contractor shall have conducted a hydrostatic pressure test in accordance with Section IV, paragraph 41.4.1. of the City of Clearwater Contract Specifications and Standards. Testing shall not be done prior to giving City Construction Inspector a minimum 48 hours notice of the time the installation is ready for hydrostatic testing. PLEASE NOTE: As -built drawings shall be submitted prior to the hydrostatic test. 3. Applicant shall sterilize all unrestricted water lines in accordance with City of Clearwater Contract Specifications and Standards paragraphs 41.5. through 41.5.4. A bacterial test shall be conducted with satisfactory results prior to the water systems being brought into service. All such testing shall be arranged and inspected by the City's Construction Inspector. PLEASE NOTE: As -built drawings shall be submitted prior to the bacterial test. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . An Asbestos Survey is required prior to conducting any demolition or renovations. Please contact the Pinellas County Air Quality Department at (727) 464 -4422 for further information. Fire: Page 5 Utility Plan, Fire Hydrant at Druid entrance shown with DDCV. Must be un restricted. show on plan PRIOR TO CDB If this garage area to be is to be used by the customers it may be required to be a sprinklered building. This will also be the casee depending on the seperation of the garage area and other requirements at time of building permit review. Please answer and acknowledge this in letter form PRIOR TO CDB (If this is to be a sprinklered building show on Utility Plan) The garage area will require an exit door. Please show on your elevations PRIOR TO CDB Har or Master: No Comments Legal: No Comments Land Resources: Development Review Agenda - Thursday, February 7, 2008 - Page 18 DRC Mc m Agmd. 1.1 1 . The proposed retaining wall is too close to the trees on the east property line. No grade cuts can occur within 10' of these trees. Design a lintel wall system and root aeration system prior to D.O. f�jdg -M 2. The Landscape Plan shows tree #20, amoungst others, to be removed, however, all other plans Coj> show it to be preserved. Review all trees on all plans to insure that they match prior to D.O. W 3 . Raise the proposed parking lot elevations by 0.6' at tree #65 prior to D.O. 4. 5how all trees with their canopies, on the utility plan prior to Building Permit. Landscaping: 1 . Pursuant to Community Development Code (CDC) Section 3- 1202.B.1, shade trees must be planted a minimum of five feet from any impervious area. The two live oaks proposed directly to the north and the east of the garage do not meet this requirement. Also, the slash pines and southern magnolias at the southwest corner do not comply. 2. Pursuant to CDC Section 3- 1202.E.1, one tree is required within each interior landscape island. There are four landscape islands proposed without the required tree, but in effect a 1/2 tree each as accent trees (i.e. dahoon holly and crepe myrtle) count only on a 2:1 basis with shade trees. Revise the landscape plan to comply with the above provision. 3 . The landscape plan identifies a proposed fence on the west side of the site that is not depicted on the site plan. Revise the plans for consistency. Also, if the fence is actually proposed, include information pertaining to appearance, height, color, style, etc for the fence. 4. The landscape plan depicts an a/c pad at the south end of the building; however the utility plan depicts a sewer clearout in this same location. In addition to this conflict, there are several other conflicts between the landscape plan and the other development plans. Ensure that all plans are consistent upon resubmittal. 5. The interior landscape island on the east side of the site depicts a proposed live oak within the canopy of an existing laurel oak; however, as per sheelt L -3, the existing laurel oak is to be removed. Correct this inconsistency. Parks and Recreation: Stormwater: No issues - property less than I acre. Development Review Agenda - Thursday, February 7, 2008 - Page 19 DRC A 0- ft.d. 1.1 �COv -rl`w� Q Ire ollowing shall be addressed prior to issuance of building permit. 1. Per meeting between engineer, Michael Palmer and Bob Maran on 1/14/08, to reduce the cost for extra retaining wall, the stormwater pipes may be relocated to the east side of the property and inlets may be placed along the curb to catch runoff and direct to the pond. 2. Drainage report shall include the following information: Pre - development discharge rate calculation, chamber storage calculations, Stormtech stage /storage chart shall show clearly the storage volume and corresponding elevation, stage /storage chart of pond shall show the water quality volume and corresponding elevation. 3. D -3 structure shows weir elevation at two locations with the same value of 25.67; this appears to be an error - please check information and correct plan as needed. Also, what is the invert elevation of structure D -3? It is preferred that invert elevation of the structure be set at the same invert elevation of the discharge pipe to avoid standing water. 4. Show toe of slope (TOS) elevation on sheet 6 and show elevation of the emergency weir. Please provide some erosion control measures infront of the emgergency weir and show positive flow path for runoff to get to the street. 5. Private underdrain pipe shall be located inside private property, current design shows part of the underdrain system is in the right of way. Please revise plan accordingly. 6. Detail CS -1 shows two sizes of outfall pipe, 15" and 18 ". Which size is the right one? What is the invert elvation of the structure CS -1? 7. Please refer storm structures to their details. 8. Only off -site runoff can be routed to the street, all runoff on site including roof runoff shall be routed to the pond for treatment. Show clearly how roof runoff be routed to the pond. 9. Label swales on plans. 10. Include seepage analysis in the drainage report showing that runoff will not seep through the pond berm to get to the adjacent property. 11. Provide cleanout for underdrain system and detail. 12. Provide details of both underdrain systems, linear feet, pipe slope and invert elevations. 13. Provide detail of emergency spillway. 14. Provide an approved SWFWMD permit. 15. Provide a maintenance plan for the stormwater retention pond and Stormtech vault. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all documentation again for review Solid Waste: No Comments Traffic ngineering: 1 . ,The Florida Statute shall read 318.18 on the handicapped parking signs. 22Ahow 20' x 20' sight visibility triangles at the driveway. There shall be no objects in the sight triangle over the City's acceptable vertical height criteria i.e. concrete dumpster bin. (City's Community Development Code, Section 3 -904). Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and to be paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, February 7, 2008 - Page 20 DRC Action Agcnd. 1.1 Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan , parking lots shall be located behind the primary facade of the principal building. As such, the building/parking locations should be redesigned. 2. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, interlocking pavers/brick shall be used for parking lot surfacing and/or accents. 3 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, clearly defined, safe, direct, convenient and landscaped pedestrian paths shall be provided between streets, parking areas and buildings. The parking on the north side of the building is disconnected from the building and Pine Street. 4. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, mechanical equipment located at grade shall be in the least obtrusive location possible and screened from adjacent property and rights -of -way. Mechanical equipment located on a roof top shall be integrated into the building design through use of parapet walls, towers, or other architectural elements. Identify the proposed mechancial equipment locations and the means by which they will be screened consistent with the above. 5 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall maintain the build -to line of the block and the block across the street and buildings shall only be located farther from the build -to line in order to provide a courtyard, steps, entryway, arcade, plaza, or other pedestrian- oriented design features that maintain the build -to line. The building appears to have been excessively set back from Druid Road inconsistent with the block and block across the street. As such, the site will need to be redesigned to comply with the above. 6. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall be oriented toward the street. The proposed building is oriented away from the street and towards the interior of the property. As such, the building/site will need to be redesigned to comply with the above. 7. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, seperations between buildings shall provide adequate useable space such as an alley or open space compliant with the design guildlines. How is the seperation being provided along the east and west property lines consistent with the above? The building/site should be redesigned to comply with the above and to provide for an urban scale development. 8. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall have a distinct "base ", "middle" and 'bap ". The proposed building does not create any clear distinction between these areas and modifications to the building will need to occur. 9. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, low -rise buildings and those with long facade widths shall accentuate vertical elements such as entrances and columns, or break -up the facade into a greater number of vertical masses. The proposed building should be redesigned so as to be consistent with this requirement. 10. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, an architecturally prominent entrance shall be provided on the primary facade. For the subject property, the primary facade is the south elevation (Druid Road); however this elevation does not provide for an entrance. The building will need to be redesigned to meet the above. 11 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, windows within a building shall create a consistent and cohesive fenestration pattern. The north, south (second floor), and east elevation (northern half) are inconsistent with the balance of the elevations with regard to fenestration. 12. Pursuant to CDC Section 2- 903.C3, the development proposal shall not impede the normal and orderly development and improvement of surrounding properties. The project has been designed inconsistently with the Design Guidelines with regard to building placement and design, thereby not creating the urban/pedestrian- oriented environment envisioned in the plan. As such, the proposal would be an impedance toward the orderly development and improvement of surrounding properties. 13. Pursuant to CDC Section 3 -911, all utilities, including individual distribution lines, shall be installed underground. The utility plan depicts numerous existing overhead utilities, but does not denote their disposition. The utility plan must be revised to depict/denote the relocation of all existing overhead utilities underground. Development Review Agenda - Thursday, February 7, 2008 - Page 21 DRC Acpon Agenda 1.1 Notes: 14 . Pursuant to CDC Section 2- 903.C.6, flexibility with regard to use must be justified based on demonstrated compliance with all applicable design objectives, including that the proposal complies with the Design Guidelines set forth in the Downtown Redevelopment Plan. As noted previously, the proposed development does not comply with the Design Guidelines. As such, demonstrated compliance with all design objectives has not been achieved. 15. Pursuant to CDC Section 3- 913.A.6, the design of the proposed development minimizes adverse effects, including visual, acoustic, olfactory and hours of operation impacts on adjacent property. The proposed landscape plan depicts only a hedge to buffer a majority of the off -street parking from from the Pine Street right -of -way and the adjacent townhomes to the north. This would not seem the best alternative to minimize adverse visual affects on adjacent properties. As such, it is recommended that a four -foot high decorative wall be used along Pine Street and the west side of the parking area as a buffer along with additional trees (Live Oak) along Pine Street. 16. Puruant to CDC Section 3- 140211, dead -end parking aisles shall be designed with a maneuvering area at the end of the aisle. The dead -end aisle along Pine Street does not include the required maneuvering area. 17. Pursuant to CDC Section 3- 1406.13.2, the minimum distance between the Druid Road/Pine Street rights -of -way and the first parking space/drive aisle shall be 40 feet. The proposed stacking distance is 19 feet at Druid Road and 24 feet at Pine Street, neither of which comply with the above. 18. Provide a floor plan. 19. Provide further infonnation as to the proposed colors of the building, such as paint chips. Also, denote the color of the metal roof and the stone veneer. Other: No Comments Development Review Agenda - Thursday, February 7, 2008 - Page 22 DRC A fi. Agmd. L I R r, Q n � - A °r[lHa. PLANNING DEPARTMENT January 9, 2008 Mr. Jay F. Myers Myers & Associates Architecture 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 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: FLD2007 -12040 — 612 Druid Road — Letter of Completeness Dear Mr. Myers: ** VIA FAX: (727) 595 -7138 ** The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 12040. 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, February 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. to iLa)n ycleaiivater. corn FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARI.EN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" M YERS & ASSOCIATES ARCHITECTURE, AIA, P.A. AA- 000346 ARCHITECTURE • PLANNING • INTERIOR ARCHITECTURE • LANDSCAPE DESIGN • ARBORICULTURE 9170 OlakhurSof Rd., Site 313 Seminole, Florida 33776 6 January 8, 2008 RE: FLD2007 -1 2040 - 612 Druid Road RESPONSE TO LETTER OF COMPLETENESS 1. An "Affidavit to Authorize Agent" was submitted by Mr. Rosen for this application; however no such affidavit was submitted by Regions Bank. Provide an "Affidavit to Authorize Agent" from Regions Bank authorizing either Mr. Rosen or Jay Myers & Assoc.; and Response: See attached 2. The agreement to purchase between Mr. Rosen and Regions Bank references in Line 5: Legal Description, "a portion of the above address as described in the attached addendum "; however, this attachment was not included with the application. Submit this attachment. Si J( Response: See attached Phone: 727- 595-710f), Fax: 727 - 505 -7138 E-niais: myersaroh @ix.netcorn.colni PLANNING DEPARTMENT January 3, 2008 Mr. Jay F. Myers Myers & Associates Architecture 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 ITY OF C LEARATER 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: FLD2007 -12040 — 612 Druid Road — Letter of Incompleteness Dear Mr. Myers: ** VIA FAX: (727) 595 -7138 ** The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 12040. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. An "Affadavit to Authorize Agent" was submitted by Mr. Rosen for this application; however no such affadavit was submitted by Regions Bank. Provide an "Affadavit to Authorize Agent" from Regions Bank authorizing either Mr. Rosen or Jay Myers & Assoc.; and 2. The agreement to purchase between Mr. Rosen and Regions Bank references in Line 5: Legal Description, "a portion of the above address as described in the attached addendum "; however this attachment was not included with the application. Submit this attachment. Pursuant to Section 4 -202 of the Community Development Code, 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, Thursday, January 10, 2007. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner Ill Tel: (727) 562 -4539 Fax: (727) 562 -4865 E- Mail: rohert.te 't(a }mycleaflV(7ter.com FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" SYNERGY CIVIL ENGINEERING, INC. 3733 Leeds Court Suite 204, Palm Harbor, Florida, 34685;727-470-1344, mpalmer @synergycivileng.com December 31, 2007 Planning Department Attn: Shelly Watkins Municipal Services Building, 2nd Floor 100 S. Myrtle Avenue Clearwater, Florida, 33756 Re: Flexible Development Submittal Gabash Medical Office Building Clearwater, Florida Dear Ms. Watkins: ORIGINAL RECD w:r 312007 PLANNING mmuroE, Y CITY Of CLEROWATE, Please find enclosed the following documentation for a Flexible Development Submittal: 1. One (1) Check in the amount of $1,450.00 2. Fifteen (15) Flexible Standard Development Applications 3. Fifteen (15) Signed and Sealed Stormwater Management Reports (Narrative included) 4. Fifteen (15) Signed and Sealed! Civil Engineering Construction Plans 5. Fifteen (15) Signed and Sealed Surveys 6. Fifteen (15) Copies of Landscape Plans 7. Fifteen (15) Copies of 8'/z" x 11" Color Landscape Plans 8. Fifteen (15) Copies of Architectural Elevation Drawings 9. Fifteen (15) Copies of 8 ' /2" x 11" Color Site Plans 10. Fifteen (15) Copies of the Statement of Hardship 11. Fifteen (15) Copies of the Purchase Agreement with Regions Bank If you have any questions or need clarification please call me at 727 - 470 -1344. Sincerely, Michael J. Palmer, P.E., NSPE National Society of Professional Engineers® WPEUCeflWd M=hff CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, March 18, 2008, beginning at 1:00 PM; in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. Gabash LLC is requesting Flexible Development (FLD) approval to construct a 15,498 sq ft medical clinic within the Downtown (D) District as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code Sec 2- 903.C. (Proposed Use: Medical Clinic) at 610 E Druid Rd. 612 Druid Rd. 609 and 611 Pine St. and 715 South Ft Harrison Ave, Wallace's Add Blk 8, S 1/2 of Bik 8 less W 200 ft, Wallace's Add Blk 4, Lots 1 -9 & all of Vac 10ft Alley E of Lots 4 -9 & N 1/2 Vac & Mrs N.E. McMullen's Sub, Lot 1 & W 471/2 ft & E 21/2 ft of Lot 2 & E 9 ft of Lot 3. Assigned Planner: Robert G. Tefft, Planner 111. FLD2007 -12040 2. GTE Florida. Inc. (Verizon Office) is requesting Flexible Development approval (1) for the Termination of Status of Nonconformity for Floor Area Ratio [FAR] (1.27 FAR existing /proposed; where 0.55 FAR permitted today) and for building height (86 ft existing; where 50 ft height permitted today) in the Downtown District (East Gateway Character District), under the provisions of Sec. 6 -109; (2) to permit the improvement of the existing site and parking areas for a "utilities /infrastructure facility" use in the Downtown District, as a Comprehensive lnfill Redevelopment Project, under the provisions of Sec. 2- 903.C; and (3) to permit Nonresidential Off - Street Parking in the Medium High Density Residential (MHDR) District with deviations to reduce the side (north) setback from 10 to 5 ft (to pavement) and to allow the placement of landscaping on the inside of the buffer fence /wall along the north and south side of the property, as a Residential lnfill Project, under the provisions of Sec. 2- 404.F. (Existing Use: Utility /Infrastructure Facility) at 1280 Cleveland St, Fair Lane Add, Lots 1 -9 incl; Padgett's Estates Sub Blk B, Lots 1 -10 incl less road; Brookwood Terrace Revised Blk 3, Lots 13 -18 incl. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2007- 11035 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi - judicial cases if the person requesting such status demonstrates that s /he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and /or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.comNiewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 03/06/08 109 KENWOOD AVE TRUST 411 +CLEVELAND ST # 182 CLEARWATER FL 33755 - 4004 ALMSTEAD, RICHARD E ALMSTEAD, FANNIE J 31 ALLEGRA CT WHITE PLAINS NY 10603 - 1534 ANDRUS, BRIAN L 500 N OSCEOLA AVE # PH -E CLEARWATER FL 33755 - 3933 AUSTIN, THEA THE AUSTIN FAMILY TRUST 4639 MOUNTAINGATE DR ROCKLIN CA 95765 - 5280 BANKS, DAVID BANKS, ALISON 19 ST JOHNS RD EAST GRINSTEAD WEST SUSSEX RH193LG 00000- GREAT BRITAIN BAUMGARDNER, WILLIAM D 1221 DREW ST # E6 CLEARWATER FL 33755 - 4928 BERTSCHE,EUGENE BERTSCHE, MARY 1221 DREW ST # C -12 CLEARWATER FL 33755 - 4926 BETTY DREW APTS INC 200 N BETTY LN CLEARWATER FL 33755 - 4703 BIANCO, PATRICIA L 1237 GROVE ST CLEARWATER FL 33755 - 4945 ')2007- 11035; 299 1329 DREW ST LAND TRUST PO BOX 542 DUNEDIN FL 34697 - 0542 ANDERS, PEGGY ANN 211 46TH AVE ST PETE BEACH FL 33706 - 2575 ANZELMO, VINCENZO ANZELMO, ANTONIA 2 CALABRIA CT WOODRIDGE ON L4H 1G5 CANADA ALLEN, LEE ALLEN, MELISSA P 1257 DREW ST # 13 CLEARWATER FL 33755 - 4936 ANDERSON, CARL ANDERSON,SHANNON 2716 LAKE HOLLOW RD BERTHOUD CO 80513 - 8413 ATANASOV, MILAN ATANASOV, MIRA 165 LANCASTER ST W 00030- KITCHENER ON N2H 4T7 00030 - CANADA BAILEY, GARY K THE WIDDOWS, RICHARD E THE 801 W PINE ST JOHNSON CITY TN 37604 - 6515 BARRON, RICHARD REVOCABLE TRUS BARRON, RICHARD B THE PO BOX 1661 CLEARWATER FL 33757 - 1661 BEND, JOSEPH P THE BEND, AGNES L THE 500 N OSCEOLA AVE # 305 CLEARWATER FL 33755 - 3936 BERTUCCI, ROCCO BERTUCCI, CATERINA 45 KYLEMORE CIR WESTON ON M9P 1 C8 00030 - CANADA BETTY LANE TRUST 606 BOOKFIELD LOOP LAKE MARY FL 32746 - BIERITZ, RICHARD BIERITZ, ALICE 1221 DREW ST # C7 CLEARWATER FL 33755 - 4926 BALL, ROBERT S BALL, CAROL A 1244 DREW ST CLEARWATER FL 33755 - 4931 BAUERMANN, ELIZABETH L 1321 N SATURN AVE CLEARWATER FL 33755 - 3666 BERA, WALTER BERA, GENOWEFA 4756 7TH ST NE COLUMBIA HEIGHTS MN 55421 - 2221 BETTY DREW APTS CO -OP ASSN INC 200 N BETTY LANE CLEARWATER FL 33755 - 4703 BETZ, MARION L 339 PETREA DR PALM HARBOR FL 34684 - 3438 BLANSKE, BERNARD BLANSKE, RITA L 1221 DREW ST # C11 CLEARWATER FL 33755 - 4926 BOGDANOV, DUSAN BRAGATO, LISA BRANIGAN, NANCY JO STANULOVA, ZORICA 159 CHELSEA CT 212 JENNETTE PL 1221 DREW ST # B11 DUNEDIN FL 34698 - 8203 FRANKLIN TN 37064 - 3032 CLEARWATER FL 33755 - 4930 BRATSOS, TOM BRYAN, EILEENE J BULA, RICHARD W. 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7022 ORTIZ, JAIME A 100 WAVERLY WAY # 110 CLEARWATER FL 33756 - 6062 PAGE, PATRICIA A 710 ELDORADO AVE CLEARWATER FL 33767 MURPHY, J BRYAN MURPHY, MARY ANN 80 ROGERS ST # 12 -A CLEARWATER FL 33756 - 5201 NEWMAN, EDWARD C NEWMAN, AUDREY L PO BOX 4073 CLEARWATER FL 33758 - 4073 O'HARA, JANE A BARLOW 5042 N 50 E SHELBYVILLE IN 46176 - 9421 OLIVETO, SUSAN 100 WAVERLY WAY # 303 CLEARWATER FL 33756 - 6089 P J K PROPERTIES LLC 101 40TH AVE N ST PETERSBURG FL 33703 - 6124 PAPADHAMI, EDUART PAPADHAMI, ELENA -1420 1221 COLUMBUS CIR CLEARWATER FL 33756 - 1240 PARKER, KAREN 33 HIGH RIDGE RD MANCHESTER NH 03104 - PAULL, BONNIE 11755 RIVERVIEW DR ST LOUIS MO 63138 - 3610 PATTERSON, HARRY R PATTERSON, J KATHRYN 200 N BETTY LN # 3F CLEARWATER FL 33755 - 4700 PERKINS, ANTHONY FEILD, DEREK MELVIN 31 MILL WAY EAST GRINSTEAD SUSSEX RH194DD 00000- GREAT BRITAIN PETTI, JUDITH I PHILLIPS, ANNA PIETRUNTI, NICHOLAS A 200 BETTY LN # 2E 1250 DREW ST 1221 DREW ST # Al 1 CLEARWATER FL 33755 - 4700 CLEARWATER FL 33755 - 4931 CLEARWATER FL 33755 - 4929 PINELLAS PUBLIC LIBRARY COOP POULIN, WILLIAM L POVOROZNYK, MARIJKA 1330 CLEVELAND ST 1250 GROVE ST 40 SADDLEBROOK RD CLEARWATER FL 33755 - 5103 CLEARWATER FL 33755 - 4946 PITTSFORD NY 14534 - 2822 PRETZLAFF, GUSTAV 1120 VILLAVIEW RD CLEVELAND OH 44119 - 2942 RAMOS, JOSEPH LAKOMIEC- RAMOS, MARIA 1329 DREW ST APT #3 CLEARWATER FL 33755 - 5112 RENFROE FAMILY TRUST RENFROE, CLYDE E JR THE 1221 DREW ST # B12 CLEARWATER FL 33755 - 4939 RIORDON, MICHAEL J 210 N BETTY LN CLEARWATER FL 33755 - 4702 ROMANO, ANTONIO ROMANO, MARIE 369 WHITMORE AVE TORONTO ON M6E 2N5 00030 - CANADA ROSENKRANZ, CHARLES L ROSENKRANZ, THELMA L 1420 RANDALL CT LOS ANGELES CA 90065 - 1816 S DUNN NO 2 LLC 3321 9TH AVE N ST PETERSBURG FL 33713 - 6511 SAVIO, TIMOTHY PO BOX 1117 CLEARWATER FL 33757 - 1117 SCHEMMARI, MARIA BOMBARDA, MARTA VIA SAN SIBELIUS MILANO 20162 00000 - ITALY QUINONEZ, MIRIAM 100 WAVERLY WAY # 406 CLEARWATER FL 33756 - 6094 RANIERI, ANTONIO RANIERI, ANTONETTA 4 LARK PATH LIVERPOOL NY 13090 - 2924 REYES, BENJAMIN IGLESIAS, ROSA 120 LADY MARY DR CLEARWATER FL 33755 - 5148 RACCO, COSIMO RACCO, MARIA 4114 BONAVISTA CRES BURLINGTON ON L7M 4J3 00030 - CANADA REMARK, MARIANNE THE 11513 STREAMVIEW AVE NW UNIONTOWN OH 44685 - 8214 RICHARDSON, PHILIP M RICHARDSON, ANN W 311 PRESCOTT AVE N CLEARWATER FL 33755 - 4737 ROBERTS, ANN 103 ROCKWOOD PARK ST HILL RD ROBINSON, CAROL C E GRINSTEAD SUSSEX RH19 4JX 1221 DREW ST # E2 00000- CLEARWATER FL 33755 - 4923 UNITED KINGDOM ROMEO, PASQUALE ROMEO, CARMELA ROMERO, CIRO 388 AVENUE RD 1452 FOREST RD CAMBRIDGE ON N1 R 5S4 00030 - CLEARWATER FL 33755 - 5010 CANADA ROTH, JAYCEE 330 DUNCAN LOOP E # 102 DUNEDIN FL 34698 - 8395 SAITTA, ANGELO SAITTA, LISA 3732 JULIENNE WAY PALM HARBOR FL 34685 - 5602 SCHAPERS, ADRIANUS JOHANNES 100 WAVERLY WAY # 407 CLEARWATER FL 33756 - 6094 SCHIESTL, JOHN H 100 WAVERLY WAY # 201 CLEARWATER FL 33756 - 6062 RUVELAS, CONSTANTINE RUVELAS, GEORGIA 171 WORDSWORTH RD BRICK NJ 08724 - 0729 SANDERS, SETH SANDERS,SHERRI 305 N PRESCOTT AVE CLEARWATER FL 33755 - 4737 SCHEMBARI, ANTONELLA 201 TOLBERT DR NORTH SYRACUSE NY 13212 - 1341 SCHILL, VINCENT L SCHILL, SHARON E 1221 DREW ST # C5 CLEARWATER FL 33755 - 4926 SCHLOSSER, KARL J SCHOLTZ, FRANK J SCHWARTZ, ROBERT 606 S BITTY LN # 5 1606 WALNUT ST BOROM, CHUCK CLEARWATER FL 33756 - 6052 CLEARWATER FL 33755 - 5454 122 KENWOOD AVE CLEARWATER FL 33755 - 4955 SECCHIARI, W RICHARD 111 N LINCOLN AVE CLEARWATER FL 33755 - 4958 SHERMAN, PHILLIP SHERMAN, VIRGINIA 2409 UNITY AVE N GOLDEN VALLEY MN 55422 - 3449 SIMMONS, FRANCIS E 1267 PARK ST CLEARWATER FL 33756 - 5827 SMITH, ALICE M 113 N FREDRICA AVE CLEARWATER FL 33755 - 5139 SHACKTON, THOMAS P SHACKTON, ALEXANDRIA 213 LINCOLN AVE N CLEARWATER FL 33755 - 4727 SIERRA, VIRGINIA 1221 DREW ST # A6 CLEARWATER FL 33755 - 4924 SMADJA, JEAN - CLAUDE 100 WAVERLY WAY # 206 CLEARWATER FL 33756 - 6062 SMITH, DOROTHY A 118 N BETTY LN CLEARWATER FL 33755 - 4903 SMOLIEVSKAYA- KHALMOV, GALINA G SOLA, GREGORY J KHALMOV, RAKHMAN N 3618 ARBIOR TRL 1221 DREW ST # A2 GARLAND TX 75043 - 6208 CLEARWATER FL 33755 - 4924 SPARKS, JEREL K SPARKS, ELAINE R 205 N LINCOLN AVE CLEARWATER FL 33755 - 4727 TAYLOR, RONALD R 136 KENWOOD AVE CLEARWATER FL 33755 - 4955 TKACHEV, MIKHAIL TKACHEV, LUDMILA 7825 STARSHELL DR HUNTINGTON BEACH CA 92648 - 5428 SULKOWSKI, JERZY SULKOWSKI, MARIANNA 8019 BAYTREE DR NEW PORT RICHEY FL 34653 - THOMAS, KENNETH W 125 LINCOLN AVE N CLEARWATER FL 33755 - 4958 TOSTON, SHARON K 1274 SEMINOLE ST CLEARWATER FL 33755 - SHARP, STELLA A 1221 DREW ST APT C6 CLEARWATER FL 33755 - 4926 SILVERSTONE, DANIELA SILVERSTONE, CHARLES 1872 MURRAY AVE CLEARWATER FL 33755 - 2308 SMALL, CURTIS P 3120 BROOKHOLLOW DR DALLAS TX 75234 - 6435 SMITH, HAROLD D NEWELL, EUNICE P 1875 PIERCY DR AKRON OH 44312 - 5440 SOLDATI, ELENA 100 WAVERLY WAY # 104 CLEARWATER FL 33756 - 6061 SULLIVAN, MAUREEN ELIZABETH PO BOX 29155 LOS ANGELES CA 90029 - 0155 THURSTON, SANDRA LEE ZANI, PAULINE 39 ASHFIELD PDE ASHFIELD WESTERN AUSTRALIA 60 00000- AUSTRALIA TRUST # 100 1259 SEMINOLE ST CLEARWATER FL 33755 - 4347 TSAI, STANLEY T TSAMBIS, CHARLES TURNER, WILLIAM D TSAI, ANNE R TSAMBIS, JEAN TURNER, DOTTIE 1886 DEL ROBLES DR 1221 DREW ST # B -1 531 GREENWOOD AVE CLEARWATER FL 33764 - 6429 CLEARWATER FL 33755 - 4925 CLARKSVILLE TN 37040 - 3713 VAN DER BIJL, RENE TZEKAS, RAIM VAN DER BIJL, GWEN GALE VASCONI, SHIRLEY L 255 BAYSIDE DR LISWEG 357 2493 ALHAMBRA CT CLEARWATER FL 33767 - 2504 OOSTZAAN 1511 XR 00000 - CLEARWATER FL 33761 - 2624 NETHERLANDS VERHOEVEN, PETER BARONE, LESLIE 100 WAVERLY WAY # 409 CLEARWATER FL 33756 - 6094 VILLANI, GIOVANNI 5 DENIS MONTREAL EAST PQ H1 B 5H4 00030- CANADA WALDNER, MONIKA 1472 BYRAM DR CLEARWATER FL 33755 - 1504 WIECZNER, JADWIGA 401 34TH ST W DES MOINES IA 50265 - 4023 VERNEUILLE, CHRISTINA 2069 BRAMPTON RD CLEARWATER FL 33755 - 1308 VLACIC, MIRKO VLACIC, JELA 1487 SANDY LN CLEARWATER FL 33755 - 2044 WAVERLY TOWERS CONDO ASSN 100 WAVERLY WAY STE 411 CLEARWATER FL 33756 - 6094 WILLIAMS, DOUGLAS W WILLIAMS, SUSANNE M 1116 SUNSET POINT RD # 207 CLEARWATER FL 33755 - 1478 VICTORE, ANTJE E APT 9D 80 ROGERS ST CLEARWATER FL 33756 - 5201 WAKEEN, FRANCIS J EST 200 BETTY LN N # 5D CLEARWATER FL 33755 - 4700 WEBER, CLEMENT WEBER, JOAN 5716 W 15TH ST SIOUX FALLS SD 57106 - 0221 WILSON, JAMES C WILSON, CYNTHIA 300 N PRESCOTT AVE CLEARWATER FL 33755 - 4736 SKYCREST NEIGHBORS CLEARWATER NEIGHBORHOODS PRESIDENT JOANNA SISKIN COALITION JOE EVICH, PRESIDENT 121 N. CREST AVENUE P.O. BOX 8204 CLEARWATER, FLORIDA 33755 CLEARWATER, FL 33758 WINDLE, LEIF G WILSON, LYNNE WINDLE, KATHLEEN M WINKLER, SANDRA 2311 BRISBANE ST # 17 MILLWOOD LAKEVIEW RD 3232 APRIL LN CLEARWATER FL 33763 - 3504 FURNACE WOOD FELBRIDGE PALM HARBOR FL 34684 - 1642 WEST SUSSEX RH19 2QE 00000 - GREAT BRITAIN WINSOR, ARTHUR WINSOR, JANE WOLFE, JAMES D WOLFF, SARA 16 GLASGOW PL 1309 DREW ST # 5 64 PAIR SAINT JOHNS NF Al B 2134 00030 - CLEARWATER FL 33755 - 5109 AT -GA N 00000 - CANADA I SR ISRAEL ZANINI, ANGELO ZUCCARO, ANNETTE JAMES SHIMBERG, HOLLAND & 1309 DREW ST # 2 30 CALABRIA CT KNIGHT CLEARWATER FL 33755 - 5107 WOODBRIDGE ON L4H 1G5 00030- 100 N. TAMPA STREET, SUITE 4100 CANADA TAMPA, FL 33602 -3644 SKYCREST NEIGHBORS CLEARWATER NEIGHBORHOODS PRESIDENT JOANNA SISKIN COALITION JOE EVICH, PRESIDENT 121 N. CREST AVENUE P.O. BOX 8204 CLEARWATER, FLORIDA 33755 CLEARWATER, FL 33758 Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development (FLD) approval to construct a 15,498 square foot medical clinic within the Downtown (D) District as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code Section 2- 903.C. Conditions of Approval: 1. That prior to the submittal of a building permit application, a Minor Lot Adjustment must be approved by the Planning Department with regard to that portion of the adjacent Regions Bank property (0.12 acres) being incorporated into the balance of the subject property; 2. That prior to the issuance of any building permits, evidence of filing a Unity of Title with Pinellas County between all parcels involved in the application must be submitted to and approved by the Planning Department; 3. That prior to the issuance of any building permits, any outstanding comments of the Engineering Department shall be addressed; 4. That prior to the issuance of any building permits, any outstanding comments of the Fire Department shall be addressed; 5. That prior to the issuance of any building permits, the gates for the solid waste enclosure are to be revised to be a material other than chain -link that is consistent with the Clearwater Downtown 7. That prior to issuance of the first Certificate of Occupancy, all on -site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site; 8. That any /all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development must be screened from view and/or painted to match the building to which they are attached, as applicable; 9. That any /all future signage must meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: (a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and (b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; and 10. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff. Prepared by Planning Department Staff: �_' 41� Robert G. Tefft, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Future Land Use Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: Wlanning DepartmentlC D BIFLEX (FLD)Wending cases)Up for the next CDMDruid 612 Rosen Office Bldg (D) 03 -18 -08 R71Druid 612 - Staff Report 2008 03- 18.doc Community Development Board — March 18, 2008 FLD2007 -12040 — Page 8 CDB Meeting Date: March 18, 2008 Case Number: FLD2007 -12040 Agenda Item: G. 1. Owner: Gabash, LLC Applicant: Adam Rosen, MD Representative: Jay Myers, Myers & Associates Architecture Addresses: 610, 612 Druid Road; 609, 611 Pine Street; and 715 South Fort Harrison Avenue CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development (FLD) approval to construct a 15,498 square foot medical clinic within the Downtown (D) District as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code Section 2- 903.C. CURRENT ZONING: CURRENT FUTURE LAND USE CATEGORY: CLEARWATER DOWNTOWN REDEVELOPMENT PLAN CHARACTER DISTRICT: PROPERTY USE: EXISTING SURROUNDING ZONING AND USES: Downtown (D) District Central Business District (CBD) South Gateway Current Use: Detached Dwellings (Nonconforming) Proposed Use: Medical Clinic North: Downtown (D) District Attached Dwellings South: Office (0) District Offices East: Downtown (D) District Offices West: Downtown (D) District Offices ANALYSIS: Site Location and Existing Conditions: The 0.98 -acre subject property is located between Pine Street and Druid Road, approximately 550 feet east of Fort Harrison Avenue. The subject property currently consists of four detached dwellings, which are nonconforming uses within the Downtown (D) District. The subject property also consists of a portion of the adjacent Regions Bank property (0.12 acres), which is presently occupied by a portion of the perimeter landscape buffer of that property. Development Proposal: On December 31, 2007, a Comprehensive Infill Redevelopment Project application was submitted for the subject property. Under the development proposal the four existing, nonconforming, single- family detached dwellings will be demolished, and a 15,498 square foot medical clinic with associated off - street Community Development Board— March 18, 2008 FLD2007 -12040 — Page 1 parking will be constructed. It is noted that the D District does not specifically authorize the medical clinic use, which is why the request had been made as a Comprehensive Infill Redevelopment Project. The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Floor Area Ratio (F.A.R) Pursuant to the Clearwater Downtown Redevelopment Plan, the maximum allowable F.A.R. within the South Gateway character district is 1.0; therefore the 0.98 acre subject property is permitted a maximum of 42,789 square feet of gross floor area. The development proposal is for only 15,498 square feet (0.35 FAR); thus the proposal is in compliance with the above requirement. Maximum Building Height: Pursuant to the Clearwater Downtown Redevelopment Plan, the maximum building height within the South Gateway character district is 50 feet. The proposed building measures approximately 29.5 feet from the average existing grade, which is in compliance with the above requirement. Minimum Off - Street Parking: Pursuant to CDC Section 2 -903, within the D District, Comprehensive Infill Redevelopment Projects shall have their minimum off - street parking requirement determined by the Community Development Coordinator based upon the specific use and /or the Institute of Transportation Engineers (ITE) Manual standards. It is noted that medical clinics are not a specifically authorized use within the D District; therefore no minimum off - street parking requirement can be transferred from the development standards of the Minimum Standard, Flexible Standard or Flexible Development application types upon which the development proposal's off - street parking requirement can be based. However, the use is specifically authorized in other zoning districts where it requires between two and five off - street parking spaces per 1,000 square feet of gross floor area. The development proposal provides for 54 off - street parking spaces, which equates to 3.48/1,000 GFA and has been determined to be satisfactory. Solid Waste Containers and Mechanical Equipment: Pursuant to CDC Section 3- 201.D.1, all solid waste containers, recycling or trash handling areas and outside mechanical equipment shall be completely screened from view from public streets and abutting properties by a fence, gate, wall, mounds of earth, or vegetation. The proposed outside mechanical equipment (air conditioning) is located within an enclosure that is located behind a raised planter area on the south side of the building. The enclosure will acceptably screen the mechanical equipment in compliance with the above provision. The proposed solid waste container is located at the northeast corner of the property adjacent to Pine Street, and will be screened by a six -foot high, concrete block enclosure. The gates for the enclosure are proposed to be chain -link with privacy slats; however this will need to be revised to be a material other than chain -link as the material is not permitted in the D District. The requirement has been attached as a condition of approval. Utilities: Pursuant to CDC Section 3 -911, all utilities, including individual distribution lines, shall be installed underground unless such undergrounding is not practicable. It is attached as a condition of approval that prior to the issuance of certificate of occupancy all on -site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site. Code Enforcement Analysis: There is no outstanding Code Enforcement issue associated with the any of the individual subject properties. Community Development Board— March 18, 2008 FLD2007 -12040 — Page 2 Clearwater Downtown Redevelopment Plan: The subject property is located within the South Gateway character district of the Clearwater Downtown Redevelopment Plan. The Clearwater Downtown Redevelopment Plan identifies the South Gateway character district as a transitional area between the Downtown Core and the lower density residential areas to the southeast, and the office and industrial areas to the southwest. With regard to those properties not located on Fort Harrison Avenue, the plan encourages the retention and renovation of existing offices and the redevelopment of underutilized 'properties with urban -scale 'residential development. Downtown Design Guidelines: The Downtown Design Guidelines identify both appropriate and inappropriate direction with regard to various elements associated with new construction in the Downtown. A review of these guidelines within the Plan was conducted and the following applicable items were identified: Vehicular Circulation/Access and Parkins: The Downtown Design Guidelines state that parking lots adjacent to rights -of -way shall be screened with either a landscaped buffer or a solid wall or fence three feet in height. Given the dynamics of the subject property it would be difficult to be developed without parking between the building and the rights -of- way. As such, a landscaped buffer will screen the proposed off - street parking. However, as proposed, the landscaping would not appear to meet the applicable height criterion of three feet. Therefore, the proposed landscaping will need to be modified prior to the issuance of any building permits so that it accomplishes this requirement. Additionally, the Guidelines state that the use of interlocking pavers, brick or other similarly textured materials for parking lot surfacing and /or accents should be incorporated into the site design. The proposal meets this requirement with the inclusion of decorative pavers accents at the site driveways. Based upon the above and subject to the attached condition of approval being met, the development proposal is consistent with the above Guidelines. Pedestrian Circulation/Access: The Downtown Design Guidelines state that it is appropriate to provide clearly defined, safe, direct, convenient and landscaped pedestrian pathways between streets, parking areas and buildings. The proposal meets this requirement with the inclusion of clearly defined walkways connecting to the building from both of the adjacent rights -of -way. Site Elements: The Downtown Design Guidelines state that it is appropriate to provide open spaces which function as transitions between the public sidewalks and streets and the use of the property; that clearly defined entrances into open spaces with direct access from adjacent streets and adequate buffering from vehicular traffic should be provided; and that formal or informal seating appropriate to the scale and function of the open space be provided. The proposal includes the provision of a public plaza at the south side of the buildings with its entrance defined through the provision of a pavilion that is architecturally consistent with the principal building. Further, the open space contains a raised planted and benches that will make the space open and inviting to the pedestrian. Based upon the above, the development proposal is consistent with the above Guidelines. Orientation: The Downtown Design Guidelines state that buildings shall be oriented toward the street and that the orientation of the front facade along the streetscape shall contribute to pedestrian interest in the area. Given the dynamics of the subject property, the location of a typical front facade along the primary street frontage (Druid Road) is not easily accomplished. The substantial grade changes on the site that slope Community Development Board— March 18, 2008 FLD2007 -12040 — Page 3 from west to east and from north to south, would result in roughly an eight to ten -foot difference and considerable difficulties in accommodating the required handicap accessible route into the building at that front entrance. Therefore, the site has been designed with a pedestrian oriented entrance along Druid Road via the proposed pavilion and public plaza. These elements will contribute to the pedestrian interest in the area, which is in compliance with the above Guideline, and supports the location of the principal entrance to the building along the east elevation is supportable. In addition to the above, buildings may be located farther from the build -to line in order to provide a courtyard, steps, entryway, arcade, plaza or other pedestrian- oriented design feature which maintains the build -to line. The aforementioned pavilion and public plaza accomplish this, as the pavilion is located ten feet back from the property line and the majority of the plaza at 20 feet. Building Design: The Downtown Design Guidelines state that buildings shall have a distinct "base," "middle" and "cap." The proposed building has a clearly defined "base," "middle" and "cap" consistent with the above, with the "middle" and "cap" defined by the rooflines and the "base" defined by raised planters and by watertables delineated through the use of stone veneer. Based upon the above, the development proposal is consistent with the above applicable Guidelines. Windows: The Downtown Design Guidelines state that windows shall be appropriately sized for the scale and style of the building, and that windows shall create a consistent and cohesive fenestration pattern. The windows, as proposed, create a consistent and cohesive fenestration pattern along both levels of the building through the incorporation of windows that are correctly sized to accentuate the architectural style of the building. Roof Design: The Downtown Design Guidelines state that multiple rooftops on varying levels on large buildings help to break -up the vertical mass of a building. The proposal substantially steps back the second level of the building and utilizes multiple rooftops, which accomplish the purpose of this Guideline. Color: The Downtown Design Guidelines state that the number and type of building colors should be appropriate for and consistent with the architectural style. The proposed building colors are appropriate for the architectural style of the building and consist of light gray (Cool Gray, 7118 -1 Porter) for the principle building fagade, off -white (Cloud White, 7153 -1 Porter) for the building trim, and indigo (Indigo, 6444 -2 Porter) for building accents. The building will also include substantial stone veneer elements, which will support the architectural style and color of the building. Visions, Goals, Objectives and Policies: A review of the Clearwater Downtown Redevelopment Plan was conducted and the development proposal has been determined to be consistent with the following Visions, Goals, Objectives and Policies: Vision: Downtown will be an integrated community with a mix of retail, residential, office and recreational opportunities. The development of a variety of residential projects to attract new residents to Downtown is critical to the success of a revitalized Downtown. Vision: Quality urban design is critical to new construction and renovated buildings. Vision: The elimination of blighting conditions and the revitalization of the existing and expanded CRA are critical to the future health of Downtown. Community Development Board— March 18, 2008 FLD2007 -12040 — Page 4 Objective IA: All development within Downtown shall further the Goals, Objectives and Policies of this Plan and shall be consistent with the character districts, the design guidelines and the Downtown (D) District. Objective 21• Redevelopment and public improvements shall create and contribute to pedestrian linkages throughout the Downtown. Objective 3D: Redevelopment is encouraged to create a vibrant Downtown environment containing a variety of building forms and styles that respect Downtown's character and heritage. Policy 1: The Downtown Design Guidelines establish the quality and design features expected for renovation, redevelopment and new construction in Downtown with which all projects must be consistent. Policy 2: The character of each district shall be reinforced through the site plan and design review process. Projects shall be consistent with and contribute positively to the vision of the character district in which it is located. Policy 3: The design of all projects in Downtown shall make meaningful contributions to the pedestrian environment through site and building design. Policy 9: Projects located at or near the border of the Downtown Plan area shall use effective site and building design features to ensure an appropriate transition and buffer between the different areas. South Gateway Character District Policies: The following policies governing development within the South Gateway character district have been reviewed and have been determined to not be applicable to the development proposal: Policy 1: The visual connection of the South Gateway should be strengthened with the Harbor Oaks Historic District through streetscaping elements and building design. Policy 2: Residential development fronting on South Fort Harrison Avenue may only be permitted if part of a mixed -use development. Policy 3: Curb cuts shall be discouraged on the South Fort Harrison Avenue frontage where alternative access can be provided. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per CDC Section 2 -903 and the Clearwater Downtown Redevelopment Plan: 1 See above discussion with regard to Minimum Off-Street Parking. Community Development Board— March 18, 2008 FLD2007 -12040 — Page 5 Standard Proposed Consistent Inconsistent F.A.R. 1.0 0.35 X Maximum Building Height 50 feet 29.5 feet X Minimum Off - Street Parking Medical Clinic: N/A 54 parking spaces (3.48/1,000 GFA) XZ 1 See above discussion with regard to Minimum Off-Street Parking. Community Development Board— March 18, 2008 FLD2007 -12040 — Page 5 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2 -903.0 (Comprehensive Infill Redevelopment Project): Community Development Board— March 18, 2008 FLD2007 -12040 — Page 6 Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board— March 18, 2008 FLD2007 -12040 — Page 6 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3- 913.A: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of February 7, 2008, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB). Findings of Fact. The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 0.98 -acre subject property is located between Pine Street and Druid Road, approximately 550 feet east of Fort Harrison Avenue; 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That the subject property is located within the South Gateway character district of the Clearwater Downtown Redevelopment Plan; 4. That the proposed building must comply with all applicable Design Guidelines set forth in the Clearwater Downtown Redevelopment Plan; and 5. That the proposed use is not a specifically authorized use in the Downtown (D) District and must therefore comply with Comprehensive Infill Redevelopment Project criteria. Conclusions of Law. The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal has been found to be in compliance with the applicable provisions of the Design Guidelines as set forth in the Clearwater Downtown Redevelopment Plan; 2. That the development proposal has been found to be in compliance with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the South Gateway character district; 3. That the development proposal has been found to be in compliance with the applicable Standards and Criteria as per CDC Section 2 -903; 4. That the development proposal has been found to be in compliance with the Flexibility criteria for a Comprehensive Infill Redevelopment Project as per CDC Section 2- 903.C; and 5. That the development proposal has been found to be in compliance with the General Standards for Level Two Approvals as per CDC Section 3- 913.A. Community Development Board— March 18, 2008 FLD2007 -12040 — Page 7 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of February 7, 2008, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB). Findings of Fact. The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 0.98 -acre subject property is located between Pine Street and Druid Road, approximately 550 feet east of Fort Harrison Avenue; 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That the subject property is located within the South Gateway character district of the Clearwater Downtown Redevelopment Plan; 4. That the proposed building must comply with all applicable Design Guidelines set forth in the Clearwater Downtown Redevelopment Plan; and 5. That the proposed use is not a specifically authorized use in the Downtown (D) District and must therefore comply with Comprehensive Infill Redevelopment Project criteria. Conclusions of Law. The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal has been found to be in compliance with the applicable provisions of the Design Guidelines as set forth in the Clearwater Downtown Redevelopment Plan; 2. That the development proposal has been found to be in compliance with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the South Gateway character district; 3. That the development proposal has been found to be in compliance with the applicable Standards and Criteria as per CDC Section 2 -903; 4. That the development proposal has been found to be in compliance with the Flexibility criteria for a Comprehensive Infill Redevelopment Project as per CDC Section 2- 903.C; and 5. That the development proposal has been found to be in compliance with the General Standards for Level Two Approvals as per CDC Section 3- 913.A. Community Development Board— March 18, 2008 FLD2007 -12040 — Page 7 Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development (FLD) approval to construct a 15,498 square foot medical clinic within the Downtown (D) District as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code Section 2- 903.C. Conditions of Approval: 1. That prior to the submittal of a building permit application, a Minor Lot Adjustment must be approved by the Planning Department with regard to that portion of the adjacent Regions Bank property (0.12 acres) being incorporated into the balance of the subject property; 2. That prior to the issuance of any building permits, evidence of fling a Unity of Title with Pinellas County between all parcels involved in the application must be submitted to and approved by the Planning Department; 3. That prior to the issuance of any building permits, any outstanding comments of the Engineering Department shall be addressed; 4. That prior to the issuance of any building permits, any outstanding comments of the Fire Department shall be addressed; 5. That prior to the issuance of any building permits, the gates for the solid waste enclosure are to be revised to be a material other than chain -link that is consistent with the Clearwater Downtown Redevelopment Plan; 6. That prior to issuance of the first Certificate of Occupancy, all on -site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site; 7. That any /all wireless communication facilities to be installed . concurrent with or subsequent to the construction of the subject development must be screened from view and/or painted to match the building to which they are attached, as applicable; 8. That any /all future signage must meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: (a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and (b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; and 9. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff. Prepared by Planning Department Staff: Robert . Tefft, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Future Land Use Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: (Planning DepartmentlC D BIFLEX (FLD)Wending caseslUp for the next CDBIDruid 612 Rosen Office Bldg (D) 03 -18 -08 RTIDruid 612 - Staff Report 2008 03 -18. doc Community Development Board— March 18, 2008 FLD2007 -12040 — Page 8 Robert G. Tefft 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562 -4539 robert.teff Amyclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida June 2005 to Present Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. Planner II City of Clearwater, Clearwater, Florida May 2005 to June 2005 Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Senior Planner City of Delray Beach, Delray Beach, Florida October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized data and its display in order to track information and provide status reports. Make presentations to various City Boards. • Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in -depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs /services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board— March 18, 2008 FLD2007 -12040 — Page 9 O' LU O Oj PIERCE ST \\ COURT 0 c Lll Z PARK W _ < -- - -� Of CE ST ST v W 0 O COURT a- Of � �_.. SR -60 i I PINE I _._ PIER FRANKLIN j( r ST w . Q L ............. ........., ST Uj Uj J W Q (D Pea d f PINE O Cr;i Y - DRUID JASMINE . " ". "'. SR -60 MARKLEY CHESTNUT ST Crescent `L _ _ J RD _ W WAY }I d; m i l ROGERS I � ro Harokt li PINE ST DRUID RD MAGNOLIA LOCATION MAP PIERCE w Uj r h i Z US -19 ALT. 2 TURNER I ST INE WAY PROJECT D R SITE L—A Owners: Gabash LLC; and Case: FLD2007 -12040 AmSouth Bank Sites: 610 and 612 Druid Road; 609 and 611 Pine Property 0.98 Street; and 715 South Fort Harrison Avenue Size (Acres): Atlas 2958 PIN: 16- 29 -15- 94626- 008 -0010 16- 29 -15- 94626- 008 -0011 16- 29 -15- 53910- 000 -0010 16- 29 -15- 53910- 000 -0020 i j1 i 0 0 T—w- lFc, . s z i61 r _ + # oo ! 39 � rft -�T ml a: .. � — fix. '-7Q�i • .i N of .SERIAL MAP -)w -ie,s: Gala! i L -C =nd Case: --LD2007 -12040 AmSc.uth 3a -t te-: 610 crd 612 Guid'oad; 609 and 611 Pine Property 0.98 Stree -; : md 7 T : South =ort Hcrrison Avenue Size(A.cres): arm tlCE3 295E '-aaEa� IN 16 -2' ?- 5- S�46�00 &0010 16 -2' ?- 5- 946.2 - 00E -001 1 16 -2';l- - 5 -E391 C -OOC -0010 16 -2';'- 5- `3910 -OOC -0020 ,1 1 1 2 2 Fd -o I ,o TURNER ST CBD 54450 F 2 — — — 1 F — — ! 55 2 I 4 4 �1 X93 6 ^', I r 6N°'— — I � �6�' 3 2 1 I 3 I 21 !, , 1 3 1 5 I io 1 2 4 5 4 5 N I 19 R 94626 I I — — — 1 ,—, �j a 1 606 o�I -6_E �9 1 7 9 1 7 , 6 8 606 S Ir -- —I 8 $ 2 �' I 642 ; 839 _ 1 I I I 612 W 10 I — — —I I 12 1 11 110 I 63798 W Q9 I I $ 636 Z PINE ST 36835• � I I PHASE 1 �G y 701 —� —a — ,1 4 I I I �I G 1 gal I I , I 930 y Q 5 I I I , I� I 1 1 2 I 3 — —_ I 2 ,' 6 la 1 1 4 1 1 2 1 3 4 5 � 2 15 BLf6 —IL3 J I? Iz (4 7 I -- —� I 10 I 11 O O 7 101 9, 7 U 10 1 3 1 8 1 7 1 6 1810 — r— _ I I e II I h, 94626 DRUID RD 801 N �' � � S �1 5 g O 05 G z I I 11 110 1 9 ' 1 2 PHASE 1 I I— 3 28 _ j�, OG PHASE II \ A 1 1 1 2 1 3 4 1 5 I 1 802, _ — �. I V 0 8A1 81St 8'45 8A7 "uj ",� �8 81S 24 123 / PHASE VI IA I X 8 1 10 9 8 I 7 I 6 1p -yI * I 819 54 J Q3 0 5d2 2 6 821 I I �_ 1 I 22620 I 1 ' III I OG 829 —I — I 90 as O 833 w a3� JASMINE WAY Lo� 839 �1 s 849 I I 37 GE 846 ' 1 1 a IL CG 851 84,9 1 PHASE VI IB I FUTURE LAND USE MAP Owners: Gabash LLC; and Case: FLD2007 -12040 AmSouth Bank Sites: 610 and 612 Druid Road; 609 and 611 Pine Property 0.98 Street; and 715 South Fort Harrison Avenue Size (Acres): (partial) Atlas 295B Page: PIN: 16- 29 -15- 94626 - 008 -0010 16-29-15-94626-008-0011 16- 29 -15- 53910- 000 -0010 16- 29 -15- 53910- 000 -0020 ZONING MAP Owners: Gabash LLC; and Case: FLD2007 -12040 AmSouth Bank Sites: 610 and 612 Druid Road; 609 and 611 Pine Property 0.98 Street; and 715 South Fort Harrison Avenue Size(Acres): Atlas 295B Pa e: PIN: 16- 29 -15- 94626 - 008 -0010 16-29-15-94626-008-0011 16- 29 -15- 53910- 000 -0010 16- 29 -15- 53910- 000 -0020 553(A -8) ut 1 2 1 12 c°o T R TURNER ST 54450 a c 8 ? 601 603 2 I I 1 r — — I o m I `° 55 vt rn 2 _ o °1 1 1 4 61, I r 6 ^9 I �1� �6ry 4 3 2 1 I° 21 I 1 1 5 I co I $ 1 2 3 4 5 1 3 4 5 x —— 94626 1 1 1 — 1 —6— I — I L ' Do, sos 11 7 9 7 1 6 606 639 _ 1 1 8 `S `g 2 I 642 612 10 I — LL 12 1 11 110 I 63798 9 ► I 1 � 636 PINE ST 618 PHASE 1 701 —$ _4 I I 1 rn 1 1I I I 1 1 630 I I I 3 1 2 1 6 I 1 all) 1 1 5 I Iz I 1 1 2 1 I 1 3 1 4 1 1 2 1 3 1 4 5 — 6 I — — 11_ J — _ — I 14 I' I■ 1 I I 1 - -- 10 i 7 11 1 O O 10 1 9 1 7 7 10 1 g 1 8 1 7 1 6 8 11 1610 1 8 I I I —9— — it �I C, c1 94626 I 1 I o l o 801 1 I 541450 0 1 1 1 I I I 803 2 11 1 10 1 9 11 2 PHASE 1 1 I— - -I PHASE II I A 1 1 1 2 1 3 I 4 1 5 I 805 3 28 a 80$ � __ I——I — 8PI 8A7 , , 8116 4 81-'1 81S 24 I / PHASE VI IA 1 I B 10 9 8 I 7 1 6 I I 8E5 W ° J823 9y S12 948 825 828 I ( 1-- I 1 I 1 6 sob 829 I 22620 I I 1 so s 509 O 833 w 1 — I Z w 5 L J �' 9 43 8431 ° 9 813 m17 $2 s 84f 889 1 I PHASE VI IB T 851 1 l ZONING MAP Owners: Gabash LLC; and Case: FLD2007 -12040 AmSouth Bank Sites: 610 and 612 Druid Road; 609 and 611 Pine Property 0.98 Street; and 715 South Fort Harrison Avenue Size(Acres): Atlas 295B Pa e: PIN: 16- 29 -15- 94626 - 008 -0010 16-29-15-94626-008-0011 16- 29 -15- 53910- 000 -0010 16- 29 -15- 53910- 000 -0020 TURNER ST 544_ 5 0 601 603 W5 34 �2 ^ r. 1 h n °-1Q Q 2 a 3 2 1 i I 10 r f i c 1� s ¢ 94626 tales a I z s' 1 2 3 I I 4 5 N 1 I 1938 a I R 1 OPervice s s 0 1 606 0 1 ,� s 17 I I 7 I g 8, — — — 1 6 606 1 I W U9— I r I I 6 I �° I °� I °� 2 1 642 1 612 Q W 10 1 — I 12 I 11 110 I 63798 W s I I 636 0 PINE ST 36835 I 618 PHASE 1 701 D 1 1 I 1 1 630 Q � 5 I I� I I I I 1 - —I 1 3 1 2 11 6 1 8 I 1 1, 2 1 3 1 a I' 2 , 4 1 1 2, 3 , 4 5 Ix 1 6 11_ J_ 1 1■ I 1 I_ — —�— LL - -'- �I 10 I Pf is S O. 101 9 1 8 7 tt 0 9, 8, 7 1 6 � ,610 1 1 w Ilir 1 1 s 1 94626 �L— I 1 e 1 1 I I I l of ova Io DRUID RD 801 I 803 541450 O I I 805 3 2 11 1 1 9 0 1 1 2 PHASE 1 1 1 PHASE II O _ _ _ \ 28 809 - - y affices 1 A 1 1 1 2 1 3 4 1 5 1 , -1- 841 8A6 818 2� PHASE MIA 7 817 k� �i ¢ 0 I 1 I 1 r 819 h h I 5%6 h h $ 821 ( 5%2 825 I 1— —i I 0 B, 10 9 8 7 6 I I I I I I I I * 22620 I I 1 30 1 5 Z ti�chec�� — _ i — _ _ 1 — _ _ JASMINE WAY L 91 el 1 l a o so 5 845 1 849 I I PHASE VI IB EXISTING SURROUNDING USES MAP Owners: Gabash LLC; and Case: FLD2007 -12040 AmSouth Bank Sites: 610 and 612 Druid Road; 609 and 611 Pine Property 0.98. Street; and 715 South Fort Harrison Avenue Size(Acres): (partial) Atlas 295B Page: PIN: 16- 29 -15- 94626 - 008 -0010 16-29-15-94626-008-0011 16- 29 -15- 53910- 000 -0010 16- 29 -15- 53910- 000 -0020 Looking south toward suNectproperty property Looking south from I rui_ -Zo-id toward ;o-ithern adjacent property Looking east from subject property toward eastern adjacent property property - ooking southwest from Pin,; Street to ;partial) and western adiacent property ect property 610 and 612 Druid 3o id / 60�- znd 611 Pine Street / 715 South Fort Harrison Avenue (partial) FLD2007 -12040 INTERIOR DESIGNS d 616 Druid Road FURNITURE • LAMPS • ACCES` ES Clearwater, Florida 33756 -k CARPETING & DRAP-�,.&S Telephone (727) 442 -6666 UNUSUAL GIFTS (727) 441 -2642 Fax (727) 446 -1818 Fuller Enterprises, Inc. Lic. #113C000103 -- March 5, 2008 I r Mr. Robert Tef City of Clearwater Building Department P.O. Box 4748 Clearwater, FL 33758 Dear Mr. Tefft: I am writing you this letter to express my support of the building that is planned to be constructed for Gabash LLC (case no. FLD2007- 12040). This project will be next door to my business. I have reviewed the plans with the architect, and I believe that it will be an asset to my neighborhood and the City of Clearwater. i Very truly yours, JOYCE FUI- LER INTERIORS oyce Fuller President �I Q WA 6 f PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Wells, Wayne From: Wells, Wayne Sent: Monday, January 29, 2007 10:16 AM To: Delk, Michael Subject: RE: Drew Street Office Development Michael - Did you mean Druid rather than Drew? Wayne - - - -- Original Message---- - From: Delk, Michael Sent: Monday, January 29, 2007 9:40 AM To: 'kfuller @tampabay.rr.com' Cc: Wells, Wayne Subject: Drew Street Office Development Mr. Fuller: Pursuant to our discussion on Friday, I am willing to consider the parcel along Drew and extending northerly to Pine Street for office development. However, I anticipate that we may want from a design standpoint to see that there are structures fronting both Drew and Pine to achieve a better street presentation. Also, I would encourage consideration of the potential for a live /work office environment at least on the northern portion of the site fronting Pine. Please feel free to have any project representatives contact Wayne Wells directly at 562 -4504 regarding the development review process. Regards, Michael Delk, AICP Planning Director City of Clearwater, FL 727 - 562 -4561 myclearwater.com Wells, Wayne From: Delk, Michael Sent: Monday, January 29, 2007 9:40 AM To: 'kfuller @tampabay.rr.com' Cc: Wells, Wayne Subject: Drew Street Office Development Mr. Fuller: Pursuant to our discussion on Friday, I am willing to consider the parcel along Drew and extending northerly to Pine Street for office development. However, I anticipate that we may want from a design standpoint to see that there are structures fronting both Drew and Pine to achieve a better street presentation. Also, I would encourage consideration of the potential for a live /work office environment at least on the northern portion of the site fronting Pine. Please feel free to have any project representatives contact Wayne Wells directly at 562 -4504 regarding the development review process. Regards, Michael Delk, AICP Planning Director City of Clearwater, FL 727 - 562 -4561 myclearwater.com Alessage Wells, Wayne From: Wells, Wayne Sent: Friday, January 05, 2007 11:35 AM To: 'Stephen G. Watts' Cc: Delk, Michael; Clayton, Gina; Thompson, Neil Subject: Property on Druid and Pine Steve - Page 1 of 3 Gina and I have discussed your alternative and have visited the sites. With the townhome residential construction on the property to the north of the Pine Street parcels, irrespective of the utility type structure to the east and the retention pond for the AmSouth project to the west, it is our determination that attached dwellings are viable and consistent with the Downtown Plan for the Pine Street parcels and your alternative of placing retention and parking for offices fronting on Druid would not be consistent with the Downtown Plan. Attached dwellings could be either rental apartments, condominium -style ownership or townhomes. If townhomes, where individual garages require the driver to back into the Pine Street right -of -way, the application would need to include a request to permit parking that is designed to back into the right -of -way (since Code generally does not permit such). Wayne - - - -- Original Message---- - From: Stephen G. Watts [mailto:sgwatts @tampabay.rr.com] Sent: Friday, December 29, 2006 12:44 PM To: Wells, Wayne Subject: RE: Property on Druid and Pine Wayne, Thanks very much for your immediate attention to our inquiries on the Druid property. I understand your reference to the Code but have a difficult time mixing uses on the same parcel. We already have a ton of apartments nearby and they and any townhomes on Pine Street overlook the Publix Shopping Center. We plan to watch this building with our existing building to make it look like one and not to be too obtrusive. Another problem in the mixed use idea, is that people living in townhomes may not want a parking lot with office activity right next to them. It seems with the enormity of the Publix . Center, AmSouth Bank building abutting on the west and some sort of utilities building right there, who would buy a townhouse at that locale? If you feel that you still cannot support the Pine Street offices, do you see a problem with locating the building on Druid Road and using the PIne side for parking and retention, if it can be engineered? Again, thanks, Steve 1/9/2008 Message Susan L. Davis Legal Assistant Law Offices of STEPHEN G. WATTS, P.A. 606 Druid Road East Clearwater, FL 33756 P: 727 - 461 -3232 F: 727 - 441 -8048 - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Thursday, December 28, 2006 6:31 PM To: sgwatts @tampabay.rr.com Cc: Planning2 @myClearwater.com Subject: Property on Druid and Pine Steve - Page 2 of 3 Your office is presently located at 604 - 606 Druid Road and have asked about developing additional offices on property to the east (610 - 612 Druid Road and 609 - 611 Pine Street). This property that you have a contract to purchase runs from Druid Road to Pine Street and is presently developed with four dwelling units and an office (office located at 612 Druid Road). All of the property is zoned Downtown District and is located within the South Gateway District of the Downtown Redevelopment Plan (Plan). In the Plan under the District Vision for Uses it states: "The frontage along South Fort Harrison Avenue should continue to be redeveloped with community shopping uses to serve the nearby neighborhoods, employees and commuters. The existing offices are encouraged to remain and renovate over time capitalizing on their proximity to both the Downtown Core and Morton Plant Hospital. The balance of the District's vacant and underutilized properties is envisioned to redevelop with residential development at an urban scale." I have visited the subject property, taken photographs of the subject property and surrounding area and discussed your proposal with Gina Clayton, Assistant Planning Director. Based on the character of properties along Druid Road, Staff can support the redevelopment of the property fronting on Druid Road (610 - 612 Druid Road) with offices. However, based on the language from the Downtown Redevelopment Plan and the developing character of properties on and north of Pine Street, Staff cannot support redevelopment of the property at 609 - 611 Pine Street with offices, but would support redevelopment with townhomes or other urban -scale residential development. The properties directly north of 609 - 611 Pine Street are currently being developed with townhomes. Should you have any additional questions, feel free to contact me. Wayne - - - -- Original Message---- - From: Stephen G. Watts [ mailto:sgwatts @tampabay.rr.com] Sent: Thursday, December 28, 2006 10:23 AM To: Wells, Wayne Subject: Property on Druid and Pine 1/9/2008 ]`Message Wayne, The addresses of the property on Druid are 610 -612 Druid and 609 -611 Pine. If you need any other information, please email or call. Happy New Year! Steve Stephen G. Watts Law Offices of STEPHEN G. WATTS, P.A. 606 Druid Road East Clearwater, FL 33756 P: 727 - 461 -3232 F: 727 - 441 -8048 1/9/2008 Page 3 of 3 C yjr "f �;7:e`IYSf� qq yytt �. i 2�008 kCViF.1NT NEW MEDICAL OFFICE BUILDING FOR &ABA5H 612 DRUID ROAD CLEARWATER, FLORIDA RCOURm PARKNb: TO BE OCfFR rROro9m PARKNb: x xIGG9. NO — 9 WG 517E PLAN aoj n 1— 1 o r 9' 0 9 5rH DULE OF 0FRj NING5 ARCHITECTt gAi iaiwim A•1 9rte rW+ REV510N: w -9 F9,9T FtGYM PW, AM 9EGONG rrccR s rR9T PLOOP. ROOF PL/.M �.] „ND90AMb OCTAILS , n01� L-0 tnez rR�acvwnc rLwvB SITE DATA- R NO �fV WQi•ICIffALLY MWJC AR!/9. L.A`m ARCH: 41,99G 5O R. , 0.4! AORE9 O �PROr09PD OV6JM6� I�IN��O� 9 FFLP03® OFTKE UNlIH 144]48GPr, 6R0 %MCAIT.AL aPILC lBE °GlR. bR0 %6MA6C VSC 1 VBIK.ULwR PAVrD M24 11p9] 9OPT. (INOlJ1DC9 OW.DC161 PBtV��11 �1'A 9p �.(L9.296a MPBtVIOU91 TOTAL MPBiVC]5 /ItC 91.(OG 90JT. PAS�B4N�BT Q1 �� wel+, r+cvr HBbwr: m• -r wn rscvr rnoronr, ]ea• wa,esr r,woert ACO.•C rNBe® FILCR IMPERVgV99W /1L! 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NG CACDM FL 9164T f,]t) 1944919 A. —1 JOB tlp9/904 i"� SITE PLAN a M oC?1�IN. mkt 11�IER 8l�Ae PNCf��N6 c PANTED PFAVTuO N Gpi@lTAT10:l9 FN't9H CwGT _ : /ATI/'t1J b PAViuor+ un TU crarru Fi FVAnON EA5T ELEVAnON 17/71/09 REVMM: 07/18/08 u m� a �a V P n sg� 8 00(!Nrq, RECEKL� 2008 ZVAIVA 14!27 D-T-PARTIM C ri' OF CLEA.I.-thAf Lt4-,NT- L-151 KF-177 QT 50TANjC,4,L NAME COMMON NAME CONTAINER 5phlGNS(FY RENIARK5 CIA- Nol�,CRE: 5,171, DID CR cc:, - �Z:R LR ^, �5 1D H�� CIL hn vCuc Tc• c :wv-�: �r, L To ll� M.4� e �:m 5Z, 5 ms 1 11-1 1 " TO 13 WC, Z 0,C,. 10, 112 TV C,. am, SA--7�R i: MUIE I !I 3 C-A�j ll,�� L-, M1 T'.. 7 eH Al,:7 F•.kN'6 THAT 'r - N=7, C C^ RA:7 C C. !:-=-RASIriVFN lt4-,PJCR LAN AFNC,: 2,10E 5=7. OP Uz'-- 10.'q q, R35 1C•-., P-',7C, 5TATC: <::F RTh 'FN- Cl 4* "0 5f:R,C::5 A-- -J lC Clr. - s REZ;c".,c Ca' 5"07 FAIC: TITP? MUL , 9= TO E:-- 5T. —z— IN- 4urcliAmr I-, E--Zl AREAS ANC ALI- KTHIN E:6147 TrllAxcl--c:5 TO OE HINNTi ,.,=AT 20 :N - b' HIGH PVC, PENCE SEE AIL-, Al -1 77 2 STORY CIOHVRm k BLOCK STRUCTURE 22 0-0 1 9 —Ti 00 SLAB TO Z. wa �-@ rms,nN6 DRIVE PROTECT Room OP Msmw, TREES LANDSCAPE PLAN VNAMP GONWWZAATr .1A51.:%Z- !Zile: 1" 20 tt 10, ZO Lr e toI_,r ;r-z:4'zcR V=ei F.N-- FLANT 0 CASiNA ;,, -Z.__' --ors_ m6-ccl- 12/21/0'7 Rr\115101N: 02/15/05 u Of — - [A, NP51AFE PLAN Po��E�Z PAtNT� � H'i Li IN 01 (no �T-otJL VENt;E� _� ►Po�2rCt2 PAk Nt5 Jfz 7:1� T1�1 M Po 2TEt2 PAtrJ1-t, • - an ��53 -I Gwv O I I i r C' J'�ZAt5Ep SEAtvt METAL moo V::- RECOM (��I 4E7 j�r✓M 2008 6 LJ�h1NN'S, a.7.�,TAMENT CITY OF CLEA.IZ- iWR SOUTH ELEVATION NTS 91 .... V nn r cma & Haav� -imic4 ARCHITECTURE, AIA, P.A. AA- 0003461 ARCHITECTURE - PLANNING - INTERIOR ARCHITECTURE • LANDSCAPE DESIGN - ARBORICULTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . .. .. . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9170. Oakhurst Rd., Suite 36 'Seminole, Florida 33776 June 25, 2009 Arthur Weaver Bollenback Builders, Inc. 160 Scarlet Blvd. Oldsmar, FL 34677 RE: Gabash LLC roof lowering, permit No. BCP2008 -07044 To Whom It May Concern: CITY OF CLEAPWATEH The enclosed drawing R -9.1 is for a modification to the roof covering of the drive way drop off. This is:ta. be a minimum height clearance of 14' -0" below the roof for the Fire Department accessibility. Plans were prepared by McCarthy and Associates structural engineering & Myers and Associates Architecture. If you have any questions, I can be reached at 727 - 595 -7100. Sin erely, Jay F. M 16rs, AIA "A.E Oq Phone: 727 - 5957100 Fax 7F7 59 - -rT 612 DRUID RD w BCP2008- 07044E GABASH, LLC Zoning: D atlas# 295B @) myersarch @ix.netcom.com s FND 1/2" CR 1 LB 021 E 5.E. CORNER LOT 1, BLOCK 21 MAGNOLIA PARK P.B. 1, F4.10 Lire Number t (M) LJistA YGec 3173' , r It ii LG LOCATED AT .. 4 a—— - I 1 Ca e: ' HIGH PVC FENCE SEE DETAIL: Al -1 > PT 4X4 -6 ARCH ITECTURAL A-1 51TE PLAN REVISION: x v' _ . ELEVATIONS a A-3 FIRST FLOOR PLAN A -4 SECOND FLOOR 4 FIRST FLOOR ROOF PLAN �z d6.4C'e'i�.%t"' yam....✓ • k}` f N JAY F. }:fi tF •. MYERS s AR 0004959 rr AAR 93901 I > _ �y .. 1 + L-1 LANP5CAF`IN(S PLAN -4 I LANP5CAPIN6 DETAILS 4 NOTES i a -5 TREE PRESERVATION PLAN5 , IT NO ENVIRONMENTALLT'UNIaUE AREAS. LAND . - . ',: •s , s r I — I • w H ♦ rr r I�► — �/ t WIN I 51TE LOCATION FLAN FLOOR AREA RATIO: BUILDING 15 36.22 % OF 51TE INTERIOR LANDSCAPING: 2,155 50. FT, 10.7q % OF VEHICULAR USE AREA NOTE: ALL EXTERIOR LIGHT5 TO BE ON TIMER TO TURN OFF AT q PM. NOTE: ALL EXTERIOR LIGHTING 15 TO BE LOCATED ON THE BUILDING. REQUIRED PARKING: TO BE DETERMINED P OP05ED PA KING: 6 5PACE5, INCLUDING 5 H/C 0 1 i 1 / /1 / 14626 / 005 / 0010 1 I 1 / 2cl /1 / C1462ro / 005 / 0011 NORTHERN FARCEL5: Flk�T 54 FEET OF LOT 3, LF.55"cl FEET OF LOT 5 1 / . / 1 / / 004 / 0010 HATCH DENOTES INTERIOR LANDSCAPING roOci FINE _ , O "µ / 1 /15 / 1 / / TOr OGRAPHIG ELEVATIONS = PINE 5TREET 1 /21-1/ 1 / 55cilo / 000 / 0010 MATCH LINE TH15 PROPERTY LIE5 WITHIN FLOOD ZONE X AS DEPICTED ON FLOOD IN5URANGE RATE MAP COMMUNITY PANEL -# 12105CO105H DATED: 5 -1 -1 -05 BENCHMARK:P.C.D. "HARR.15 N" MAP# T70 ELEV.= 55.57(N.A.V.D.) T. BAi5E FLOOD ELEVATION: c�NO;; ` ` m, � � `� 5ECTION�(a TOWN5HIP 2q5. RAiNGE 15E. ELEV: f1.4' 9ryb BT:*✓IS- OF L'E.P:RINGS: N. R/N LINE OF DRUID ROAD I LEGAL ESC i TION• LOT 1 AND THE T 2.5 FEET OF LOT 2, MR5. N.E. MCMULLEN5 4�T 95.05' b 5UBVIVI5ION,ACCORDIN6 TO THE MAP OR PLAT THEREOF A5 RECORDED IN SANITARY M.H. N. R!M PLAIT BOOK 10, PAGE 25, PUBLIC, RECORD5 OF PINELLAc5 COUNTY, FLORIDA. - �G1 TOGETHER KITH LOT 2, LE55 THE EA5T 2.5 FEET, AND THE EA5T q FEET OF LOT 3, MR5. N.E. MCMULLEN5 5UBDIVI5I0N, ACCORDING TO THE MAP OR PLAT THEREOF s 3 A5 RECORDED IN FLAT BOOK 10, PAGE 25, PUBLIC RECOR05 OF PINELLA5 1� LINTY, FLORIDA. TOGETHER WITH MA50NRY „ it II - \ \ ND Xk" 3 s THE EA5T 54.5 FEET OF THE 5OUTH 1/2 OF BLOCK 5, KlhLLACE'S lu DITiON TO CLEARNATER, ACCORDING TO THE MAP OR. PLAT THEREOF A5 RECORDED IN FLAT BOOK 5, PAGE 6 OF THE PUBLIC RECORD5 OF PINELLA5 COUNTY, FLORIDA. ? TOGETHER WITH ^. a (L. 11 If MATCH LINE THAT PART OF THE 5OUTH 1/2 OF BLOCK 8 ACCORDING TO "PLOT OF - ti) NAL.LACE ADDITION TO CLEARWAtTER, FLA.RECORDED IN PLAT BOOK 5, PAGE 6, OF THE PUBLIC RECORD5 OF HILL550ROU67H COUNTY, FLORIDA, d 11 II � DE5CRIBED A5 FOLLON5: BEGINNING IN THE SOUTH BOUNDARY OF 5AID BLOCK, AT A POINT NHICH 15 PI d SANITARY M.H. 200 FEET EAST, ALONG 5AID BOUNDARY, FROM THE 5OUTHNE5T CORNER k RE V60O ,F.❑ : 81182 OF SAID BLOCK; THENCE EAST ALONG 5AID SOUTH BOUNDARY 50 FEET; NORTH THENCE PARALLEL TO THE EAST BOUNDARY OF 5AID BLOCK 15q z 5.E. CORNER OF LOT q FEET, MORE OR LE55, TO THE NORTH BOUNDARY OF SAND SOUTH HALF OF T.B.M. ,e. °cM 0'0624 "E.B5.1b'(M) �FPeHAa"ON4BR4NDON5 BLOC;i< 8, THENCE NF-5T ALONG TH15 LATTERLY NAMED BOUNDARY TO A 0 0 }Xa FB.1,FFi.27 POINT NHICH 15 200 FEET EAST, ALONG 5AID BOUNDARY FROM THE NE5T rE 5L-AB TO o B EV. 92.19' _ BOUNDARY OF 5AID BLOCK; THENCE 5OUTHNE5TERLY IN A 5TRAI6HT LINE r Rogre, OF TO THE POINT OF BEGINNING. TREES. NOTE: -SITE PLAN APPROVED SE DATA FOR TH15 SITE DRAWING AA5 TAKEN FROM CASE FE 1 -p1�� L-L- A SURVEY DATED 05/1q/07 CARRIED OUT BY TARGET LAND SURVEYING, ING DRIC DATE ' 0-1 U DUB IN FL 34(ag7 (727) 784 -05-13 CDB DATE c �. JOB #0'70515.04 f SIGNATURE LINE LEGEND: —. GE1�tTERL iN AT ?(i 43at BOUNDARY LINE BUILDING LINE= PLAN LOT LINE —Z EA5EMENT LINE —a 51TE FLAN POYR LANE y_P�P� WQQp FE,rtGE -a CHAIN LING FE�GE -b x WIRE FENC,,E —y WATER/FLOOD ZONE LlNl M BUILDING 'nE(DIMEN510N) --- �� r-F— Ll w 1 a t • I = I w; PRE FIN15HEP RA15EP SEAM METAL ROOFINC7 —BEARIN& 0 milizipp.3419mil , fisMl l bl I I I mimmi I I NMI I I 11011 wr o'ommE '' STONE VENEER TO BE SELECTED Br O NNER FAINTED C,EMENTATIOU5 FIN15H I � , �-w ELEVATION BEARIN67 tp� FINISHED FLOOR BEARIN6 W-1 BEARIN6 PAINTEP CEMENTATIOU5 FINISH 12 1/4F- %SVF%n.#,W I I I Scale: 12 4 F—, 1;vApa l=Q-4=-wl;2Z-7kVA;9 Xmwaw 4-1 a Ul t M m LWA I A I r—Al m z P or, 01 ME SKEW ■m"Emmig Immumn momm■mu Imm � VENTED 51-4CI< FAINTEI�) CEMENTATIOU5 FINISH PR4 FINISHED RAISED r-=AS.A kl=-rAl 1/4 NORTH ELEVATION \- STAIR TOV'-r--R �NF.5T ELEVATION W r PAVILION NORTH 5OUTH ELEVATION 5clale: 11-OTr- BEARIN6 — lllwaj��W� PAINTED 0EMENTATIOU5 FIN15H P -F • momON mn iv 0, JAY F. MYERS AR 0004959 CARRIE MATTEOLI AR 93901 N� FE' 1 1 N� 0') ~ �] -/ Li | | LU _ cj� _- N | To cay ��� 00 Ole Ld I Tr 117 le I�A 1, LU | LU _ cj� _- N | To cay ��� �� *'fit ► CTr,�IIE%►a JAY F. MYERS AR 0004959 CARRIE MATTEOLI AR 93901 1 I1 t � Ir ^'fir t P As ,� �WWPAY-A%rlj. JAY F. MYERS AR 0004959 CARRIE MATTEOLI AR 93901 5 p =Wl ii p YN� I • 9 m. OF A-5 U, OF A-5 is E F E C' ,E NOTE: ALL r TO 5E MAINTAINEP AT BELO^ 30" 7% M r 0 lb1h. �- rte• i I LAN17�5(:AFE PLAN FBI OF L -5 HER YAUPON HOLLY ri .- w ♦ i i w i SOUTHERN MASNOLIA OR ���WN,erlum oleander WIN up, Slam r rr r . • r - - C ; C i I - Rim, w I On 12 1 o - -4. _ I ^ i No Ml� Mig,=53mmiaro • . ww • i,. • a - NOTE: ALL r TO 5E MAINTAINEP AT BELO^ 30" 7% M r 0 lb1h. �- rte• i I LAN17�5(:AFE PLAN FBI OF L -5 gm �r r r "fir 1 r_ millia BASE OF HEART/NUT OF PALM NOTE: 5TAKIN6 4 GUYIN6 REGUIREP FOR PALM5, IF N C. 55A Y", OR A5 DIRECT Y THE LANP5CAPE ARCHITECT. FALM TREE I ' 1 MULCH 5" FROM TRUNK MULCH 5" DEPTH TILLED AND L005ENED NATIVE 501L BACKFILL FERTILIZER TABLET5 AS 5PECIFIED. PLACE UNIFORMLY AROUND ROOT MA55 BETWEEN MIDDLE AND BOTTOM OF ROOT MA55. t3-r W01aW*�*jJm OF THE ROOTBALL SPREAD r- �, -7 v Z :'REPAREP PLANTIN6 501L 0 15TIN6 UN I5TU BED 50IL 0 y , r :W2 ol 9� 54. 55. 56-60. 61 and 62. (05. 64. (05. m-- ko m 6HI61-1 PVC FENCE 5EE DETAIL: Al-1 - ro' HI&H CHAIN LINK CON5TRUCTION FENCE AROUND TREE. SMILE Pit I wl, No_ ro -01 0 p j LR LR Lu 7- PROTECT ROOTS OF EXISTING EE5. UFR16HT TREE TO BE REMOVED FT 2X2 (9 — 6141614 CHAIN LINK CONSTRUCTION FENCE --JL ------- TREE BARRICADE ROOT FRUNIN6 mom C "I P, JAY F. MYERS AR 0004959 CARRIE MATTEOLI AR 93901 TREE PROTECTION PLAN 4 1�)ETAIL5 0'12 DRU D ROAD JI CLEA�RWATER, FLOR DA 33756 VICINTY MAP LOCATION MAP INDEX OF DRAWINGS all SEE SHEET NO. 2 SHIP 29 S riffim- ADAM ROSEN,M.D. GABASH,LLC. 320 D Street, Suite C, Clearwater, Florida 33751, SYNERGY CIVIL ENGINEERING, INC. 1 COVER SHEET 2 GENERAL NOTES AND SPECIFICATIONS SHEET 3 DEMOLITION PLAN 4 HORIZONTAL CONTROL PLAN 5 UTILITY PLAN 6 PAVING, GRADING & DRAINAGE PLAN (PGD) 7 PGD SECTION & RETAI NAING WALL SECTIONS 8 STORM WATER POLLUTION PREVENTION NOTES 9 STORM WATER POLLUTION PREVENTION DETAILS 10 SITE DETAILS 11 SITE / PGD/ WATER DETAILS 12 WATER & SANITARY DETAILS 12A WATER DETAILS 13 STORM CHAMBER DETAILS 14 STORM CHAMBER NOTES & DETAILS PROJECT TEAM ]- VV 'J. ivxy I u1%, L -'"`'. Bright House Networks Municipal Services Building 3733 LEEDS COURT, SUITE 204 Architecture: Geotechnical Engineering: 700 Carillon Parkway, Suite 6 Clearwater, FL 33755 PALM HARBOR,FL 34685 Myers And Associates Architecture BTL Engineering Services, Inc. St. Petersburg, FL 33716 727-562-4600 (727) 470-1344 9170 Oakhurst Road, 5802 N Occident St. Seminole, FL 33776 Tampa, Florida 33614 (727) 595-7100 (813) 884-0755 40 ZI Civil EngineerinK. Surva: UTILITY WARNING NOTE: Synergy Civil Engineering, Inc. Target and Surveying GEOTECHNICAL NOTES 7. Site Preparation 7.1 General Any unsuitable material found during construction (i.e., organic material, debris and soft soil) should be excavated and replaced with compacted inorganic granular backfill. All backfill should be compacted to the density specified in this section. Excavation of unsuitable material should extend a minimum distance of 10 feet beyond the footprint of the proposed structure. 7.2 Compaction by Saturation of Existing Soils Because of the general loose nature of near surface soils where foundation loads will be the greatest, additional effort will be required to compact the loose material found at shallow depths. The following is a general procedure for compaction that should be performed after removal of organic material following clearing and grubbing operations: 1. In the building area and approximately 5 feet beyond the limits of the building the ground should be saturated with large amounts of water applied so the ground becomes saturated with little or no standing water present. 2. Following saturation of the ground, the area should be compacted by a minimum weight 10 -ton vibratory roller. Compaction should consist of no fewer than 10 passes, in a criss -cross pattern. During compaction water should be added to the surface provided no ponded water is found. 7.3 Proof Rolling Proof rolling should be used in areas not compacted with the aid of saturation as discussed in Section 7.2. Proof rolling is an important part of site preparation that will help to assure uniform density of subsurface materials. Accordingly, this phase of site work should be carefully monitored for compliance with the recommendations. Following the removal of surface vegetation the exposed surface should be compacted as described in Section 7.4. If very dry conditions are found it may be necessary to add moisture to the soil to facilitate densification. Following compaction of the exposed surface the area should be proof rolled either by a minimum of three passes of a 10 -ton roller or by a fully loaded tandem axle truck. It is recommended that proof rolling be performed on the exposed surface after removal of all deleterious material. The proof rolling should be inspected by a geotechnical engineer or his designate to observe for any areas of yielding or soft soil. 7.4 Compaction All structural fill should be compacted with a minimum weight 10 -ton vibratory roller. Fill placed in confined areas that cannot be reached by the large roller should be compacted by smaller equipment that can operate in confined areas. The lift thickness should be adjusted to obtain optimum compaction meeting or exceeding the requirement discussed in the following paragraph. Compaction should consist of no fewer than 5 passes, in a criss -cross pattern to extend 15 feet beyond the building footprint. Compaction in this manner will also serve to collapse any zone of potential surface settlement while creating a working mat for successive lifts of fill. All fill should be inorganic and free of debris. Fill shall be placed in loose lifts not exceeding 10 inches in thickness. Each lift should receive a minimum of 5 passes of the vibratory roller. Each lift should be compacted to a minimum density of 95% of the maximum density obtained in accordance with ASTM D1557. 7.5 Testing Density tests should be used to control subgrade, fill and backfill compaction. Density tests should be performed as described below to assure uniform compaction. A minimum testing frequency of one density test per 2,500 square feet of each lift or fraction thereof should be used. In addition, a minimum of one density test per 25 feet of bearing wall should be performed. Additional testing should be performed in the excavated footing areas to confirm that excavation operations have not loosened the subgrade. l • I' ' 11 •� "I'll 111111, - 11111111111111111111 GENERAL CONSTRUCTION NOTES 1. SEE SURVEY FOR SITE SPECIFIC BENCH MARK AND ELEVATION DATUM. 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS MARKED BY CALLING "SUNSHINE" AT 1 800 432 4770 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 4. CHAPTER 77 153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS MUST BE FIELD VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL. EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY A MINIMUM OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. 6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND /OR LATEST EDITION. 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT CONDITIONS. 10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. 11, AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED 'SCHEDULE, AND OTHER INFORMATION AS REQUIRED. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE NECESSARY. - 13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED. 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 15. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED. 16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 18. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED. 19, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE THAT ALL REQUIREMENTS HAVE BEEN MET. 20. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION. _21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE ( I CONSTRUCTION SITE. 22. THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY. 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR DEMOLITION OF EXISTING STRUCTURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION /DETENTION AREAS SHALL BE RESHAPED, CLEARED OF SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS, SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. 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 ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 4. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATION DESIGNATION D -3034, SDR 26. THE JOINTS SHALL CONFORM TO ASTM D -3212. INSTALLATION OF SDR 26 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 5. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, 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 SHALL READ "FORCE MAIN" 6. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 -91 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 7. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY LINED. 8. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. 9. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES, THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO AN INFILTRATION /EXFILTRATION TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. DEFLECTION TEST PRIOR TO ACCEPTANCE OF THE COMPLETED PVC SEWER LINE, A MANDREL OF NOT LESS THAN 95 PERCENT OF THE INTERNAL DIAMETER OF THE PLASTIC PIPE SHALL BE PULLED FREELY THROUGH THE PIPE, BY HAND, THROUGH EACH REACH OF SEWER. AT LEAST EIGHT (8) MONTHS AFTER INSTALLATION AND FINAL BACKFILL, BUT NO LATER THAN 30 DAYS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL PLASTIC PIPELINES SHALL BE MEASURED FOR VERTICAL RING DEFLECTION. A VERTICAL RING DEFLECTION TEST SHALL BE REQUIRED PRIOR TO EXPIRATION OF THE CONTRACTOR'S MAINTENANCE OR PERFORMANCE BOND, APPROXIMATELY 10 MONTHS AFTER FINAL ACCEPTANCE. THIS TEST SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. MAXIMUM RING DEFLECTION OF THE PIPELINE UNDER LOAD SHALL BE LIMITED TO FIVE PERCENT (5 7.) OF THE VERTICAL INTERNAL PIPE DIAMETER. ALL PIPE EXCEEDING THIS DEFLECTION SHALL BE CONSIDERED TO HAVE REACHED THE LIMIT OF ITS SERVICEABILITY AND SHALL BE RELAID OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. FORCE MAINS F a. ORDER OF OPERATIONS: FILL THE SYSTEM WITH WATER AT A VELOCITY OF APPROXIMATELY 1 FOOT PER SECOND WHILE NECESSARY MEASURES ARE TAKEN TO ELIMINATE ALL AIR. DO NOT LEAVE FILL LINE CONNECTED TO SEWER LINE UNLESS AN RPZ BACKFLOW PREVENTER IS PLACED BETWEEN THE POTABLE WATER SUPPLY AND THE LINE BEING FILLED. b. PRESSURE TESTS &LEAKAGE: THE CONTRACTOR SHALL TEST COMPLETED SECTIONS OF LINE, INCLUDING FITTINGS, WITH WATER. THIS TESTING, HOWEVER, DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR OR REPLACE ANY CRACKED OR DEFECTIVE PIPE. ALL WORK NECESSARY TO SECURE A TIGHT LINE SHALL BE PERFORMED BY THE CONTRACTOR. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE INSPECTOR AND THE CONTRACTOR. COST FOR TESTING SHALL BE INCIDENTAL TO LINE CONSTRUCTION. 6. PRESSURE TEST. THE NEWLY LAID PIPING OR ANY VALVED SECTION OF PIPING SHALL, UNLESS OTHERWISE SPECIFIED, BE SUBJECTED FOR TWO HOURS TO A LEAKAGE TEST. RAISE THE PRESSURE BY PUMP TO 150 PSI, 150% OF DESIGN WORKING PRESSURE, OR TEST PRESSURE AS SHOWN ON THE DRAWINGS, WHICHEVER IS GREATER. MEASURE THE PRESSURE AT THE LOW POINT ON THE SYSTEM COMPENSATING FOR GAUGE ELEVATION. MAINTAIN THIS PRESSURE (+ OR - 5PSI) FOR 2 HOURS.' IF PRESSURE CANNOT BE MAINTAINED USING REASONABLE PUMPING RATE, DETERMINE CAUSE, REPAIR, AND REPEAT THE TEST UNTIL SUCCESSFUL. THE ALLOWABLE LEAKAGE SHALL BE NO GREATER THAN ALLOWANCES SHOWN IN TABLE 6A HYDROSTATIC TESTING, SECTION 5.2, OF AWWA C 600 -93, AWWA STANDARD FOR INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES. CONTACTOR SHALL BE RESPONSIBLE FOR ALL COSTS, LABOR, MATERIALS, AND EQUIPMENT TO PERFORM THE TESTING. ALL VISIBLE LEAKS, BROKEN OR CRACKED PIPE, VALVES, ETC. SHALL BE REPAIRED. PREREQUISITE CONDITIONS FOR TESTING SHALL BE AS FOLLOWS: • ALL PIPE HAS BEEN LAID AND THE TRENCH BACKFILLED. ® VALVES SHALL BE PROPERLY LOCATED, OPERABLE AND AT CORRECT ELEVATION. ® ALL REACTION ANCHORS HAVE HAD SUFFICIENT SET OF 3 DAYS. HIGH EARLY STRENGTH CONCRETE, 4500 PSI OR GREATER, MAY BE USED TO REDUCE NUMBER OF DAYS. ® LINES SHALL BE PROPERLY VENTED WHERE ENTRAPPED AIR IS A CONSIDERATION. • ALL CONSTRUCTION ACTIVITIES ON THE PROJECT, THAT REQUIRES TRENCHING OR EXCAVATION WITHIN THE LIMITS OF THE LINE LOCATION, SHALL BE COMPLETED PRIOR TO PRESSURE TESTING OF LINE _ .-1 -1 -1 -,.1 --11 ...._v._.._ - _....-._.�._._._- ,.- .__._.. -._.__.--....._..,- _... -.._. I ---- _. -- _-.._ _._.._�.__._...�r___._,_... -.-- .__.._......-___-.._._ - .. 1 ANN' X 0600 TABLE I ALL0VABlE FRE SURE TEST LE A6C;E1 's, (Ilazcabie Leakage gae� lase ff. trf Pilieluie in lilt ) ` 1. (Thus thole is exceII)tad from ANX{1T?A. (` 600,,S i tiaii_5.2 Table 6A) 11 - I 1. I , .TEST NE` A,1INAL FIFE1)LAA1FTER -IN. Li � , 1 I 1 1 � . - 1 . 1 i i � : i � �i � i !_. I - -I - i PRES'S ,PSI 3 I - �._ -. -._ __ ''- I 1 - 6 8 lti► 12 _ 14 ` 14 18 j '0 a 30 36 -i2 -kS_ S 450w_...� Oa'1 0.4 0.64 0.95 127 159 l.'�1 1' 'S5 ST x.15 3SZ 4.''8 5.? 6.69 't�4 8- 60-I 400 0.10 0.4:5. 0.60 0.90 1.20 1.50_ 1.30:11.10 1 2.40: 1.7a >3.00 3.60 4.50 5.41 6.31 21 $.11 I I_5a - DS O � ? 0.5f O.S-I 1.17 1,=I0 1.69 1.9' 17. a 53' ' gl. I , ' 14.2 5.06 5.90 -4 4 300 06 0.39 a it 0.7s X1.04 130 I 56 i 1.82 ..0 , 4 34 I _.6a X3. 3 090 4.68 5. 5.24 ..0 275: , ?. 17 _ V 9 I �," I.° 9 1.99 3.73 49 5.'3` 5 8 `6.72 , 0._ 4.3 . 0,�0 0, _� 1.00 -1.�4 1.49 -, 4 1.. 9 __ �4 _ 4. 4 1 _ __ .- "50 0:24 0.36 0.47 0e71 ,a.95 1.191.42 1.6611,901' 14I') .3' ?.5» 3.56 4.Z? 4.99 [5.70 - lI, 225 ° 0;23 a.4 0.45 x.68 '0.40 -1.13 1:35 18 1.80`;1 2.03 II?.25 2.-a 3,38 4,6 4 .73 5,41 .03- 0.2110321 P-43 0.64 a.s5 .a6 1.28 1.tS11,-x'11,91 - -2.12 r- 3.19 .8 4.46` 15.09F .�3 1 1" 5 I 4:20 0.`10 0.40' x,59 0,50 Q.99 1:19 1;39 11.59 °I 1 9 � 1 2.35 - - _ 3,5+5 =l.l �#.'? x.36 I 150 O:L9 0.8 0.3T x.55 a, fi=t 0,!2 lla 1. 1,=t7' 1,66 '1,b4 ' 21 r.6 3.31 2+.86 �t.41 4.9 1 I 1, 12.5 0417 0.?5 0:34; 0.50 -0.67 4.84 1-:01 1.1.8 1.34y; 1.51 ;1.68 .al 2;52 3.0 3.53 4.03 x:43 :1 100 0;15 0.2.3 0.30! 0.45 '0.64 '0.75 x:90 .1.0 1.20:;1.35 1,50 1,50 '?5 - ,70 3 3.60 �ta05. * For 1 ipe j4itlt 1S ft. ii omin, leatcihs. To oUttin #lie'; a eco nmeaulect aIloz aide heal; ale foi l�ige z�i#h 20 ft_ uominal leztgths, 11 n��ltilll4 t11e leakage calcida�ted from.the table b,v 0:9. If the pipelin a iul(ler test toiti� ins sections of- various diameter, -the I'll 1.1 'alloticable lc�al a e �viU be the `s un of "the cotxrpu #ecl leakace for each size. __ .- -w ___ _- -_ -__ 11 . - _ ... ...... , - WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED. 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.10 AND A 21.11 (AWWA C110 AND AWWA C111 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECT ION. 7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D -2241. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. 9. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER, FDEP NOTES B. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. C. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. D. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. E. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62- 555.320(21)(6)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WiLL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO- EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90- DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER` OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) 0. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD- FACING ELBOW. Q. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES. R. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED' INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES PELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. S. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. T. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS- CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. U. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62- 555.340, F.A.C. AA.NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE A MINIMUM COVER OF TWO FEET. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL AUTHORITIES. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING` TESTS. SEE ITEM "T" ABOVE. 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION /DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM "U" ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER. WATER CLEARANCE REQUIREMENTS W. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL 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 VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C.; AND A HORIZONTAL DISTANCE 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." X. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. Y. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL 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 III 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 III OF CHAPTER 62 -610, F.A.C. 11 I 1111111" 11� R 11140-f-I _, - 3000 Gulf to Bay Blvd. Suite 201 PHONE: Clearwater, FL 33759 470-1344 0 CONSULTANTS: I 111,111 Ill � s i � + • • �' 5 ' # � � CLIENT: Adam RO%sen, M.D. 320 D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 JOB NUMBER: 0701015 DATE: FEBRUARY 19, 2008 DRAWING BY: M.BILBAO CHECKED BY: M.PALMER Q.C. REVIEW: M.PALMER TITLE: GENERAL NOTES & t; a. SPECI FICATION'S i. ai K. . . ", .X11 ' SHEET NUMBER: p ®�° a . 1 1 �> 2 I c p,... 01-- I A ff-swe"s TREE TO REMAIN 8 SWTAW UN. M RN LM V.- 2&1®' q SIDEWALK TO BE REMOVED WATER METER TO BE CUT AND CAPPED (CONTRACTOR TO COORDINATE W/ CITY OF CLEARWATER) O CONTRACTOR TO REMOVE REMAINING ASPHALT DRIVE CONTRACTOR TO COORDINATE THE REMOVAL/RELOCATION OF ONSITE OVERHEAD LINES, STREET LIGHT AND POWER POLE. n WATER METER & RECLAIMED METERS TO BE CUT AND CAPPED (CONTRACTOR TO COORDINATE W/ CITY OF CLEARWATER) a ' A� CONTRACTOR TO REMOVE REMAINING ASPHALT DRIVE L� 3435 1ff D P.P. HOOD P.P. W FND 4Sr4• QV IODD CENTER LINE N t LZEY.® 24,8J' 0 FND 5%B• IR Le 3889 EAST 0.57' CLEARWATER DETAIL (TYP.) _ WATER METER TO BE CUT AND CAPPED f (CONTRACTOR TO COORDINATE W/ CITY OF CLEARWATER) N 54MTA" MA N ELEV.- 3f.62' V�!o FxD 4 no• rxr Le 6m BOUNDARY LINE —b ® IE f? OF LOT 8 MARSHALL & BRANDONS LIMITS OF DEMOLITION SUSDMSION P.B. 1, PG. 27 REMOVE EXISTING OVERHEAD LINES TO BE RELOCATED BUILDING LINE RETAINING WALL ® I ( SEE DEMOLITIONS NOTES)" BLOCK 27 PLAT LOT LINE ----o i p ADJANCENT EASEMENT LINE TREE BARICADES 11616 LOWEST fm FLT MAGNOLIA ARK 4 ° &"A as EYATfON � EZ IS' OVERHEAD LINES TO BE RELOCATED ° POWER LINEp�� P. B. 1, PG 70 FND 112. 1R REMOVE EXISTING CHAINLINK ( SEE DEMOLITIONS NOTES) ® Sf~ CORNL'R S P WOOD FENCE — SITE BOUNDARY LINE LOT 7, BLOCk Number f (M) A PORTION OF FENCE WITHIN PROPERTY LIMITS MAGNOLIA PARK P.B. 1, PG. 70 -- D1star"- 103' OF BLOCK 8 ® CHAIW LINK FENCE 4 ifng Ns9.25:aa'w (NOT INCLUDED) ` 4 WIRE FENCE L\\a; �` �` �` �` �� STING SIDEWALK TREE TO REMAIN TION OF ► �� �`��`� � �`�� TO REMOVED LOT 3 INOT WATER /FLOOD ZONE LINE _ �FND I u ' IR INCL UDED a BUILDING TIE(DIMENSION)— REMOVE SIDEWALK O THE 4k4 s ccF (No I — — TEMPORARY NEAREST JOINT WI IN SITE 1• P santt oa3 FND 5/8• fR a - CONSTRUCTION FRONTAGE LIMITS. E4Sr 1 02P (NO �1 p -_ = ENTRANCE FOR W I SDUT}! Q39 __. DEMOLITION TREE TO REMAIN 8 SWTAW UN. M RN LM V.- 2&1®' q SIDEWALK TO BE REMOVED WATER METER TO BE CUT AND CAPPED (CONTRACTOR TO COORDINATE W/ CITY OF CLEARWATER) O CONTRACTOR TO REMOVE REMAINING ASPHALT DRIVE CONTRACTOR TO COORDINATE THE REMOVAL/RELOCATION OF ONSITE OVERHEAD LINES, STREET LIGHT AND POWER POLE. n WATER METER & RECLAIMED METERS TO BE CUT AND CAPPED (CONTRACTOR TO COORDINATE W/ CITY OF CLEARWATER) a ' A� CONTRACTOR TO REMOVE REMAINING ASPHALT DRIVE � , POWER POLE TO REMAIN BL L ADJANCENT BUILDING F7MSNED FZOOR V"AT f - 3a9/' TREES TO REMAIN W� 0 T.B.M. � 4k4' CM CONTRACTOR TO REMOVE REMAINING ASPHALT DRIVE i Nil WATER METER TO BE CUT AND CAPPED Rr (CONTRACTOR TO COORDINATE W/ MA CITY OF CLEARWATER) J701` 8 TREES TO REMAIN Q L� 3435 1ff D P.P. HOOD P.P. W FND 4Sr4• QV IODD P.l N t LZEY.® 24,8J' 0 FND 5%B• IR Le 3889 EAST 0.57' CLEARWATER DETAIL (TYP.) WATER METER TO BE CUT AND CAPPED f (CONTRACTOR TO COORDINATE W/ CITY OF CLEARWATER) N 54MTA" MA N ELEV.- 3f.62' V�!o FxD 4 no• rxr Le 6m ® IE f? OF LOT 8 MARSHALL & BRANDONS LOT 1 O SUSDMSION P.B. 1, PG. 27 REMOVE EXISTING POWER POLE TO REMAIN RETAINING WALL a BLOCK 27 a ADJANCENT BUILDING 11616 LOWEST fm FLT MAGNOLIA ARK I &"A as EYATfON � EZ IS' P. B. 1, PG 70 FND 112. 1R LB 021 Sf~ CORNL'R LOT 7, BLOCk MAGNOLIA PARK P.B. 1, PG. 70 � , POWER POLE TO REMAIN BL L ADJANCENT BUILDING F7MSNED FZOOR V"AT f - 3a9/' TREES TO REMAIN W� 0 T.B.M. � 4k4' CM CONTRACTOR TO REMOVE REMAINING ASPHALT DRIVE i Nil WATER METER TO BE CUT AND CAPPED Rr (CONTRACTOR TO COORDINATE W/ MA CITY OF CLEARWATER) J701` 8 TREES TO REMAIN Q CONTRACTOR TO REMOVE REMAINING I� ASPHALT DRIVE W (1) INSTALL CONSTRUCTION ENTRANCE WITH SOIL TRACKING PRENTION DEVICES PER CITY OF Z CLEARWATER DETAIL (TYP.) WATER METER TO BE CUT AND CAPPED (CONTRACTOR TO COORDINATE W/ CITY OF CLEARWATER) N 54MTA" MA N ELEV.- 3f.62' V�!o FxD 4 no• rxr Le 6m ® IE f? OF LOT 8 MARSHALL & BRANDONS SUSDMSION P.B. 1, PG. 27 OVERHEAD LINES TO BE RELOCATED ( SEE DEMOLITIONS NOTES) CONTRACTOR TO COORDINATE THE REMOVAL/RELOCATION OF ONSITE OVERHEAD LINES, STREET LIGHT AND POWER POLE. DEMOLITION NOTES 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE GENERAL NOTES AND DETAILS. 4. THE CONTRt;CTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS. 5. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION AND CONSTRUCTION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY /COUNTY STANDARDS. 6. THE CONTRACTOR SHALL COORDINATE THE REMOVAL/RELOCATION OF EXISTING UTILITIES WITH CITY OF CLEARWATER. THIS SHALL INCLUDE, BUT NOT LIMITED TO WATER, SEWER, STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 8. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS: 9. REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS AND RECOMMENDATIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE. 10. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH CITY OF CLEARWATER. 11. REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED. 12. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OFFSITE DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT SITE. 13. LOCATION OF SILT FENCING MATERIAL SHOWN ON THE PAVING, GRADING AND DRAINAGE PLAN 14, ALL EXISTING OVERHEAD UTILITIES TO BE RELOCATED (CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND CITY OF CLEARWATER) iillll� 11111 il _.. CONSULTANTS: COMMENTS: m MICHAEL`J. E3R Ni R, P.°I FLIC- NO. 63h5 NOT VALID UNLwr�SICSPI;C� *&� �,44BC3SSFp` BY REGIPiERED EVIN rjN SYNERGY CIVIL LNGINEERING`,, INC. CERTIFICATE OF AUTHORIZATION No27692 REVISIONS: NO. DESCRIPTION I DATE 1 REVISED PER DRC COMMENTS i 02/15/08 pw.. s 1'� CUT SIDE WALK TO NEAREST JOINT HANDICAP RAMPS AND TRUNCATED DOMES PER CLEARWATEF DETAIL, INDEX NO. 109 (TYP.) - ALSO REFER TO FDOT INDEX NO 304 FO MORE INFORMATION --\ ADjACENT .&UILDING (SEE SITE DETAILS) CUT SIDE WALK TO NEAREST JOINT AMRS�44� ' L & 9R,1ND0NS su 111' ;"S70"', PS. 7, PC. 27 CUT SIDE WALK TO NEAREST JOINT MACNOLA PARK P.a pf;� 7f,-, SITE LEGEND SIGN LEGEND FEBRUARY 19, 2008 DRAWING BY: M.BILBAO CHECKED BY: M.PALMER Q.C. REVIEW: M.PALMER TITLE: HORIZONTAL CONTROL PROPOSED REQUIRED NOTES SHEET NUMBER: R1-1 STOP SIGN 0) HANDICAP PARKING ZONING DOWNTOWN PROPOSED DRAINAGE INLET LAND USE REDEVELOPMENT INFILL USAGE MEDICAL OFFICE CLINIC PROPOSED CURB LOT AREA 42,789.6 SQ. FT SITE BOUNDARY LINE BUILDING COVERAGE 14,643 SQ. FT NOTES CENTER LINE OF ROAD FLOOR AREA RATIO 34.46% ,STRIPING IMPERVIOUS SURFACE AREA 31,041 SQ. FT RIGHT-OF-WAY PERVIOUS SURFACE AREA 11,748.6 SQ. FT TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4 - - - - - - EXISTING EDGE OF PAVEMENT FRONT(SOUTH) 66.26 FT 0 FT WHITE STRIPE. EXISTING CONCRETE PAVEMENT SIDE(WEST) 3.16 FT 0 FT SETBACKS SEE DETAILS FOR HANDICAP PARKING. PROPOSED CONCRETE PAVEMENT SIDE(EAST) 46.89 FT 0 FT REAR(NORTH) 61.22 FT 0 FT BUILDING HEIGHT 26' 2" 50 FT PROPOSED ASPHALT PAVEMENT PARKING LOT & V.U.A. 19,974 SQ. FT TYP TYPICAL INTERIOR GREEN 2,155 SQ. FT HC HANDICAP DRUID RD. STREETSCAPE 10 PARKING SPACES PINE ST. S/W SIDEWALK PARKING 57 SPACES TO BE DETERMINED R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET ijl�li 11111t VAMSYN ERGYCIVI LEN G. COM ICONSULTANTS: I COMMENTS: CLIENT: Adam Rosen, KID. 320 D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15(08 JOB NUMBER: 0701015 DATE: FEBRUARY 19, 2008 DRAWING BY: M.BILBAO CHECKED BY: M.PALMER Q.C. REVIEW: M.PALMER TITLE: HORIZONTAL CONTROL PLAN SHEET NUMBER: 0) ;k� C� 2" TAP FOR WATER SERVICE CONNECT TO EXIST. 10" WATER MAIN WITH 6' TAPPING SLEEVE AND VALVE PAVEMENT CUT FOR SANITARY CONNECTION (SEE DETAIL ON SHEET NO.10) --- CONNECT TO EXISTING 8" CLAY ----- EXISTING SANITARY GRACITY LINE (SEE SANITARY DETAILS) cm "J. — — EXISTING WATER MAIN SAN PROPOSED S.E. COPNEF' O_ ICT 9 — — —son — — — EXISTING SANITARY MAIN PROPOSED WATER LINE t, — — — rr — P'3. 21- OVER HEAD WIRES 0 j4 9' CLEANOUT — CO 0 PROPOSED CONNECT TO EXIST.' - -- "" -- 8" RECLAIMED LINE WITH A 2" TAPPING SLEEVE AND VALVE I" RECLAIMED WATER METER FOR IRRIGATION SERVICE- 6"DIP FIRE LINE7 LP fir !.3 i, F' 7-f) X N OTES • EXISTING UTILITIES PER SURVEY AND CITY OF CLEARWATER ATLASES. • CONTRACTOR TO FIELD VERIFY THE LOCATIONS (HORIZONTAL & VERTICAL) OF ALL EXISTING UTILITIES. z - I I L Uj 17 Q SANi TA 30 • • 14 8" PVC ROOF DRAIN HEADER PIPE IE =25.00' TOP =23.50' 1.6 1 r6 EXISTING PROPOSED cm "J. — — EXISTING WATER MAIN SAN PROPOSED S.E. COPNEF' O_ ICT 9 — — —son — — — EXISTING SANITARY MAIN PROPOSED WATER LINE t, — — — rr — P'3. 21- OVER HEAD WIRES 0 j4 9' CLEANOUT — CO 0 PROPOSED WATER LINE TEST POINT i v"'Wy AtH EXISTING OVER HEAD WIRES 11; RIM W LINES) ,r F�'� �,;�' PROPOSED GATE VALVE T EXISTING OVER HEAD WIRES (TELEPHONE) Im FIRE HYDRANT — — — P&T — — — EXISTING OVER HEAD WIRES PROPOSED (n (POWER & TELEPHONE) z - I I L Uj 17 Q SANi TA 30 • • 14 8" PVC ROOF DRAIN HEADER PIPE IE =25.00' TOP =23.50' 1.6 1 r6 A CZ--;",-!T1' UTILITY LEGEND I 15" RCP I =23.59 TOP =22,50' 1.0'1 6'PVC STORM CHAMBER UNDERDRAIN PIPE EXISTING PROPOSED cm — — —Wm— — — EXISTING WATER MAIN SAN PROPOSED S.E. COPNEF' O_ ICT 9 — — —son — — — EXISTING SANITARY MAIN PROPOSED WATER LINE —WL — — — rr — P'3. 21- A CZ--;",-!T1' UTILITY LEGEND I 15" RCP I =23.59 TOP =22,50' 1.0'1 6'PVC STORM CHAMBER UNDERDRAIN PIPE ICONSULTANTS: I COMMENTS: 1:11114 1111 c-?j 01 -011 §1 - tell � CLIENT: Adam Rosen, M.D. 320 D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION DATE I REVISED PER DRC COMMENTS 02/15/08 I EXISTING PROPOSED — — —Wm— — — EXISTING WATER MAIN SAN PROPOSED SANITARY LINE — — —son — — — EXISTING SANITARY MAIN PROPOSED WATER LINE —WL — — — rr — — — EXISTING OVER HEAD WIRES 0 PROPOSED CLEANOUT — CO 0 PROPOSED WATER LINE TEST POINT P EXISTING OVER HEAD WIRES (POWER LINES) PROPOSED GATE VALVE T EXISTING OVER HEAD WIRES (TELEPHONE) PROPOSED FIRE HYDRANT — — — P&T — — — EXISTING OVER HEAD WIRES PROPOSED REDUCER (POWER & TELEPHONE) ICONSULTANTS: I COMMENTS: 1:11114 1111 c-?j 01 -011 §1 - tell � CLIENT: Adam Rosen, M.D. 320 D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION DATE I REVISED PER DRC COMMENTS 02/15/08 I OF -0C;C 6 STRUCTURE SCHEDULE D-1 D-4 CS-1 TYPE'C'INLET TYPE'C'INLET SEE BELOW TOP EL = 26.60 x OF -0C;C 6 STRUCTURE SCHEDULE D-1 D-4 CS-1 TYPE'C'INLET TYPE'C'INLET SEE BELOW TOP EL = 26.60 TOP EL = 29.28 58 LF W INV EL (8" PVC) = 23.86 NW INV EL = 24.33 MES-1 E INV EL = 23.86 SW INV EL = 24.23 MITERED END SECTION D-2 149 LF INV EL = 23.5 TYPE'C'INLET D-5 D-7 TOP EL = 26.60 TYPE'C'INLET TYPE'C'INLET W INV EL = 23.65 TOP EL = 30.79 TOP EL = 30.60 E INV EL = 23.55 N INV EL =25.03 N INV EL = 25.29 0.20% S INV EL = 24.93 W INV EL 25.19 D-3 W INV EL (8" PVC) 25.03 D-7 TYPE 'C' INLET D-6 1.00% TOP EL = 27.50 TYPE'C'INLET D-8 NE INV EL = 23.65 TOP EL = 32.20 TYPEC'INLET SE INV EL = 23.60 S.INV EL = 26.52 TOP EL = 30.65 1W INV EL (8" PVC) 26.62 IS INV EL =25.94 :• D-1 D-4 D-5 D-6 D-3 CS-1 D-2 D-7 TO LENGTH SIZE SLOPE D-2 21 LF 15" RCP 1.00% D-3 58 LF 18" RCP 1.00% D-4 62 LF 18" RCP 1.00% D-5 149 LF 15" RCP 1.00% RET WALL 19 LF 24" RCP 0.50% EX. STM. 18 LF 15" RCP 5.55% MES-1 25 LF 15" RCP 0.20% D-5 26 LF 15" RCP 1.00% D-7 65 LF 15" RCP 1.00% 8" PVC =�WMEMZMM91 2.74% SCALE: 1 = 20' CLEANOUT NO.7 PIPE: CLEANOUT a AMM EL ELEVATION X J'7 x X x x x HIGH POINT HP R0SJON-CONTELQL,Ij[YP.) x CLEANOUT No. 1 CLEANOUT No.2,- TYPICAL TYP X (IE= 25.93) x CLEANOUT No.3 (IE= 27.54) c (IE= 29.00) EROSION CONTROL ffYP.) CLEANOUT CO co D (CONTRACTOR TO INSTALL .5 se)!JT"! 6'3-"V SILT FENCE PRIOR TO IE COMMENCING CONSTRUCTION) INVERT ELEVATION _fA x < VA'TC t�%E < HC HANDICAP Lj co x SQ x CLEANOUT No.7 FINISH FLOOR ELEVATION FF H� (IE= 25.25) C IE -;n-:201 -211 px SIDEWALK S/W • X to- MEDICAL OFFICE BUILDING F.F. ELEV. 33.7 x x 5 MEET EXISTING GRADE MEG DI 17075 EXISTING ELEVATION 14,643 S.F. SPT-4 f-r TEMPORARY F.F. ELEV. 32.34' CONSTRUCTION 1.0 SPT-2 3 0. ENTRANCE c� EXISTING MANHOLES 0 STORMCHAMBER UNDERDRAIN SYS. DISCHARGES TO r EXISTING STORM STRUCTURE ON DRUID RD. (SEE SHEET NO. 13 FOR STORMCHAMBER UNDERDRAIN DETAILS) PROPOSED SPOT ELEVATION UL STORM CHAMBER UNDERDRAIN x x PROPOSED DRAINAGE INLET • x x DISCHARGE PIPE x -------- --- PROPOSED MITERED END SECTION (MES) q�- Z% PLANTER POND UPNDE DRAIN PIPE: 21 L VC - -- 11 1 M PROPOSED SWALE STORMWATER FLOW �i - 6. - -1 '-_; C=5E FIS 0.45 % SLOPE TEMPORARY 1i CONSTRUCTION HANDICAP PARMN% AREA. MAX 2% SLOPE x W ENTRANCE SURFACE STORMWA TER FLOW SPT x j'F"j N 2 OUT-No;5-- • 4 ------- E ------ DIRECTION OF STORM WATER FLOW ---- --- ------ 74 7AX A A L A �Z- 2iNd- NJ� STORM SEWER STRUCTURE NUMBER ---- --- -- - - CONNECT TO EXISTING EROSION CONTROL SAM STORM STRUCTURE 4' �Z I PROPOSED ETENTIO1 IE 20.09 +1- RY D (CONTRACTOR TO FIELD VERIFY IE) POND "1:1K CONCRETE PAVEMENT H -_r T-- 3o� UDRI-1 1777� (P300 PERMENANT TURF REINFORCEMENT MAT 76 - < 50 -W MANUFACTURED BY NORTH AMERICAN GREEN) EMERGENCY SPILLWAY WITH BANK STABALIZATION MAT--- 23.5' ASPHALT PAVEMENT E P " 1 1 1 b I" I ' CONSTRUCTION POND UNDERDRAIN PIPE: 13 c x ini� c. 'do HANDICAP PARKING AREAS 66 LF 6" PVC @ 0.38% SLO PE x H G, F �J x BORINGS (SEE SOILS REPORT ENCLOSED) Jl r. 'b . 1c, HA-1 xi x EROSION CONTROL (TYP.) Ni Zza �3 x EEE GENERAL NOTES x -,17 x x X x x ELEVATIONS BASED ON N.A.V.D. 1988 FOR SOIL BORING INFORMATION REFER TO SOILS REPORT - Ls' 17 ---- ---------- L5 C,2; S ' cclpll- TOB ELEV. = 26.7' TOP OF EMERGENCY SPILLWAY ELEV.=26.6-� EMERGENCY SPILL WAY WITH BANK STABALIZATION MAT ( P300 PERMENANT TURF REINFORCEMENT MAT MANUFACTURED BY NORTH AMERICAN GREEN) SPILL WAY SECTION I - I TOP OF BANK ELEV.= 26.7' TOP OF EMERGENCY 4. SPILLWAY 2E-11 ELEV.= 26.6, EMERGENCY SPILL WAY WITH BANK STABALIZATION MAT ( P300 PERMENANT TURF REINFORCEMENT MAT MANUFACTURED BY NOR AMERICAN GREEN) �� H-20 STEEL GRATE (ELEV. 26.0') -\ PIPE CONNECTS TO EXISTING C.B. I .' I WEIR ELEV.=25.67 ALUMINUM SKIMMER ALUMINUM SKIMMER BOLTTOSTRUCTURE WELD 6"M ;1I SKIMMER :-IR FDOT E TYPE E T1-%M f-M 00ARAC 27.50' WEIR ELEV. = 25.6r RUCTURE STORM STRUCTURE DETAIL (D-3) FD• T TYPE "D" INLET REF. INDEX 232 WWW.SYN ERGYCIVI LENG.COM ICONSULTANTS: � COMMENTS: FP-ROJECT- GABASH MEDICAL OFFICE BUILDING @ DRUID ROAD 7CLIENT- Adam Rosen, M.D. ) D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION I DATE 1 REVISED PER DRC COMMENTS 1 02/15/08 PVC PIPE SCHEDULE (ROOF DRAIN HEADER PIPES FROM TO LENGTH SIZE SLOPE D-1 CLEANOUT NO.1 46 LF 8" PVC 4.50% CLEANOUT NOA CLEANOUT NO. 2 106 LF 811 PVC 1.52% CLEANOUT NO.2 CLEANOUT NO. 3 72 LF 8" PVC 2.03% CLEANOUT NO.4 D-6 95 LF 8" PVC 2.82% CLEANOUT NO.5 D-5 93 LF 8" PVC 3.19% 0' 20' 40' H CLEANOUT NO.6 CLEANOUT NO.7 82 LF 8" PVC =�WMEMZMM91 2.74% SCALE: 1 = 20' CLEANOUT NO.7 PIPE: CLEANOUT 15 LF 8" PVC 1.00% NO.1 TO D-1 a AMM EL ELEVATION X J'7 x X x x x HIGH POINT HP R0SJON-CONTELQL,Ij[YP.) x CLEANOUT No. 1 CLEANOUT No.2,- TYPICAL TYP X (IE= 25.93) x CLEANOUT No.3 (IE= 27.54) c (IE= 29.00) EROSION CONTROL ffYP.) CLEANOUT CO co D (CONTRACTOR TO INSTALL .5 se)!JT"! 6'3-"V SILT FENCE PRIOR TO IE COMMENCING CONSTRUCTION) INVERT ELEVATION _fA x < VA'TC t�%E < HC HANDICAP Lj co x SQ x CLEANOUT No.7 FINISH FLOOR ELEVATION FF H� (IE= 25.25) C IE -;n-:201 -211 px SIDEWALK S/W • X to- MEDICAL OFFICE BUILDING F.F. ELEV. 33.7 x x 5 MEET EXISTING GRADE MEG DI 17075 EXISTING ELEVATION 14,643 S.F. SPT-4 f-r TEMPORARY F.F. ELEV. 32.34' CONSTRUCTION 1.0 SPT-2 3 0. ENTRANCE c� EXISTING MANHOLES 0 STORMCHAMBER UNDERDRAIN SYS. DISCHARGES TO r EXISTING STORM STRUCTURE ON DRUID RD. (SEE SHEET NO. 13 FOR STORMCHAMBER UNDERDRAIN DETAILS) PROPOSED SPOT ELEVATION UL STORM CHAMBER UNDERDRAIN x x PROPOSED DRAINAGE INLET • x x DISCHARGE PIPE x -------- --- PROPOSED MITERED END SECTION (MES) q�- Z% PLANTER POND UPNDE DRAIN PIPE: 21 L VC - -- 11 1 M PROPOSED SWALE STORMWATER FLOW �i - 6. - -1 '-_; C=5E FIS 0.45 % SLOPE TEMPORARY 1i CONSTRUCTION HANDICAP PARMN% AREA. MAX 2% SLOPE x W ENTRANCE SURFACE STORMWA TER FLOW SPT x j'F"j N 2 OUT-No;5-- • 4 ------- E ------ DIRECTION OF STORM WATER FLOW ---- --- ------ 74 7AX A A L A �Z- 2iNd- NJ� STORM SEWER STRUCTURE NUMBER ---- --- -- - - CONNECT TO EXISTING EROSION CONTROL SAM STORM STRUCTURE 4' �Z I PROPOSED ETENTIO1 IE 20.09 +1- RY D (CONTRACTOR TO FIELD VERIFY IE) POND "1:1K CONCRETE PAVEMENT H -_r T-- 3o� UDRI-1 1777� (P300 PERMENANT TURF REINFORCEMENT MAT 76 - < 50 -W MANUFACTURED BY NORTH AMERICAN GREEN) EMERGENCY SPILLWAY WITH BANK STABALIZATION MAT--- 23.5' ASPHALT PAVEMENT E P " 1 1 1 b I" I ' CONSTRUCTION POND UNDERDRAIN PIPE: 13 c x ini� c. 'do HANDICAP PARKING AREAS 66 LF 6" PVC @ 0.38% SLO PE x H G, F �J x BORINGS (SEE SOILS REPORT ENCLOSED) Jl r. 'b . 1c, HA-1 xi x EROSION CONTROL (TYP.) Ni Zza �3 x EEE GENERAL NOTES x -,17 x x X x x ELEVATIONS BASED ON N.A.V.D. 1988 FOR SOIL BORING INFORMATION REFER TO SOILS REPORT - Ls' 17 ---- ---------- L5 C,2; S ' cclpll- TOB ELEV. = 26.7' TOP OF EMERGENCY SPILLWAY ELEV.=26.6-� EMERGENCY SPILL WAY WITH BANK STABALIZATION MAT ( P300 PERMENANT TURF REINFORCEMENT MAT MANUFACTURED BY NORTH AMERICAN GREEN) SPILL WAY SECTION I - I TOP OF BANK ELEV.= 26.7' TOP OF EMERGENCY 4. SPILLWAY 2E-11 ELEV.= 26.6, EMERGENCY SPILL WAY WITH BANK STABALIZATION MAT ( P300 PERMENANT TURF REINFORCEMENT MAT MANUFACTURED BY NOR AMERICAN GREEN) �� H-20 STEEL GRATE (ELEV. 26.0') -\ PIPE CONNECTS TO EXISTING C.B. I .' I WEIR ELEV.=25.67 ALUMINUM SKIMMER ALUMINUM SKIMMER BOLTTOSTRUCTURE WELD 6"M ;1I SKIMMER :-IR FDOT E TYPE E T1-%M f-M 00ARAC 27.50' WEIR ELEV. = 25.6r RUCTURE STORM STRUCTURE DETAIL (D-3) FD• T TYPE "D" INLET REF. INDEX 232 WWW.SYN ERGYCIVI LENG.COM ICONSULTANTS: � COMMENTS: FP-ROJECT- GABASH MEDICAL OFFICE BUILDING @ DRUID ROAD 7CLIENT- Adam Rosen, M.D. ) D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION I DATE 1 REVISED PER DRC COMMENTS 1 02/15/08 74 c, STORM PIPE FROM STRUTURE D-4 30' TYPED' CURB DRUID RD. R/W RETAINING WALL (SEE DETAIL, SHEET NO. 7 1-- EXISTING SIDEWALK 41 21 EXISTING GRADE--,, 4.1 M_4.k POND BOTTOM -- 24" STM PIPE (FOR POND DATA SEE SHEET NO. 6) PROPERTY LINE— SILT FENCE — MEG (ELEV. 33.4-) — .0 9 Z1111XIIIIIIIIII'll ELEV. 34.0 SECTION D-D PROPOSED GRADE 4.4% 6y, illioxcl0offirliNi STORM STRUCTURE: D-3 (SEE SHEET NO. 6) NOTE: STORM CHAMBER UNDERDRAIN SYSTEM WILL DISCHARGE INTO THIS STRUCTURE. [tg:l:v pla rm I *Me] ki m - • BOTTOM OF RETAINING (ELEV. 26.4-) M.E.G. AT PROPERTY LINE BOTTOM OF SWALE J (ELEV. 264) (ELEV. 26.3') SECTION C C N.T.S. SECTION H -H �r� XISTING UILDING NOTE: SCHEMATIC ONLY, WALL TO BE DESIGNED BY A STRUCTURAL ENGINEER SECTION 13-13 ]• 'LACE BOND BREAK - AROUND WALL OPENING CAP BLOCK,, All 1 00 m PROPERTY LINE 7.27' SILT FENCE ' 6 , 1.6 0 n-71 41 EXISTING F ,a& GRADE _J E (ELEV. 31.0-) — — *6 0 8" PVC ROOF DRAIN HEADER PIPE 5' SIC BOTTOM OF WALL ELEV. 3.11 1.40 An I (ELEV') SECTION C-C N.T.S. I N.T.S. JOTE: SCHEMATIC ONLY, WALL TO BE DIESIGNED BY A STRUCTURAL ENGINEER INCHES OF FREE DRAINING AGGREGATE 4" DIA. DRAIN TILE (EL. VARIES) 6" MINIMUM COMPACTED SCOUR PROCTECTION GRANULAR RAqF LEVELING PAD AS REQUIRED. USE THROUGH WALL PIPE OUTLET- HIGH FLOW. N. T. S. "'*,6" MINIMUM COMPACTE1 GRANULAR BASE �It LEVELING PAD GRAVITY WALL N.T.S. CONSULTANTS: ICOMMENTS: SEAL: NO, DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 GA BASH MEDICAL OFFICE BUILDING SITE DESCRIPTION TIMING OF CONTROL MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE PINELLAS COUNTY, CITY OF CLEARWATER, AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY PINELLAS COUNTY, CITY OF CLEARWATER STORM WATER MANAGEMENT PRACTICES MANUAL AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D —4 AND 40D -40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ". MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL: 1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5— INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. 2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE —THIRD THE HEIGHT OF THE SILT FENCE. 4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 6. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH, 7. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE. 8. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 9. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. NON —STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON —STORM WATER DISCHARGES WILL OCCUR PROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON — STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. NON —STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON —STORM WATER DISCHARGES SHALL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: CONCRETE FERTILIZERS DETERGENTS PETROLEUM BASED PAINTS (ENAMEL AND PRODUCTS AND FUELS LATEX) METAL STUDS CLEANING SOLVENTS GLASS WOOD TAR MASONRY BLOCK SAND ROOFING SHINGLES STONE SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURE'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURE. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE! DISPOSING OF THE CONTAINER. MANUFACTURE'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURE'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. PETROLEUM PRODUCTS ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURE'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE. Im-C ' 3000 Gulf to Bay Blvd. Suite 201 Clearwater, FL 33759 PHONE: (727) 470 -1344 WWW.SYNERGYCIVILENG.COM CONSULTANTS: COMMENTS: CLIENT: Rosen, Adam M.D. ) D Street, Suite C, Clearwater, Florida 33756 SEAL: .4a THESE PLANS MAY NOT BE- PIED AN®% OFD WITHOUT WRITT 4 PF„RMISSIGW FFR SYNERGY CIVIL ENGIN�ERIJNG, INC. 10;`C &PY I!� M a NOT VALID UNLESS SIGNES & qKbb§SED BY A REGISTERED ENGINEER SYNERGY CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.27692 REVISIONS: NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 JOB NUMBER: 0701015 DATE: FEBRUARY 19, 2008 DRAWING BY: M.BILBAO CHECKED BY: M.PALMER Q.C. REVIEW: M.PALMER TITLE: STORMWATER POLLUTION PREVENTION NOTES SHEET NUMBER: pa R AM �W �i mtty /11TT1 � • CONSULTANTS: > PROJECT: CLIENT: MM-1 • Adam Rosen, M.D. 320 D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 JOB NUMBER: 0701015 DATE: FEBRUARY 19, 2008 DRAWING BY: M.BILBAO CHECKED BY: M.PALMER Q.C. REVIEW: M.PALMER TITLE: STORMWATER POLLUTION PREVENTION DETAILS SHEET NUMBER: 4't s k1v a . -. 4' -8" �- 6' cilia. Steel bollards conc. Filled (typ )!,, U I C (D O Q. i U_Q a Q C5 Lma 12' clearance min, () o 4' Min. f! i �. ' L CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING I DATE 2 8/16/04 Rev. Notes B.V.D. DR E.A. BY 6/01 1 4/9/02 Rev. Notes R.G. CHECKED BY DUMPSTER ENCLOSURE INDEXiNO. DESIGNED BY SINGLE REV. DATE DESCRIPTION APP. TG 1 OF 3 HANDICAPPED SIGN SEE INDEX NO. 119 CONC. WALK RAMP DOWN CONC. WALK SEE INDEX NO. 109 ,,-6 WIDE TRAFFIC BLUE / STRIPE (TYPICAL) TRAFFIC WHITE 6" STROKE p (TYPICAL) I 1p sa. 2" (TYPICAL) �I 6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) NOTE. All pavement markings to be thermoplastic. NOTES: a.) New construction: maximum 6' -0' high and constructed of concrete block (8 "x8 "x16 "). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3 -802 Materials) b.) Existing: maximum 6' -0' high replacement materials can be made of the some materials as long as they are made of approved opaque material. 2.) FOOTINGS 8 "x16" concrete w /2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w /imbedded 6 "x6 "/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1 - #5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel w /privacy -type slats inserted in galvanized steel mesh fabric, hinge- mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD 3' -6" high, 6" diameter steel pipe bollard filled with concrete, pointed traffic yellow, imbedded 3' -0" deep in 18" concrete foundation. (See Detail) CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line --up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or equivalent) at 16' o.c.. 4. Hollow Load - bearing Concrete Masonry Units shall be normal weight conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S, in accordance with ASTM C -270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean -out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after masonry inspection - provided in accordance with ACI 531 -4.6, and before grouting. 8. Prior to grouting, the grout apace shall be clean, with no mortar projections greater the 16", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "C" ,' -0" CITY OF CLEARWATER, FLORIDA '�-- PUBLIC WORKS ADMINISTRATION 8* ENGINEERING 2 08/16/04 Rev. Notes B.V.D. DRAEWN BY DDAAT 1 4/9/02 Rev. Notes R G CHECKED BY DUMPSTER ENCLOSURE INDEX N0: ICAPPED I D.M. NOTES 701 HANDii DETAIL REV. DATE DESCRIPTION App DESIGNED BY 3 OF 3' T.G. HANDICAPPED SIGNS SEE INDEX NO. 119 NOTE: All pavement markings to be thermoplastic. 1K #3 Bar Cont. 1" at All " 1 Drop at FDOT Type S -3 Asph. Conc. patch Drives All Drives z Wearing to be 2' min. thickness or match If this Surface existing for thickness in excess is within 4' Wearing 3/4 "R of an v Surface _ 4' Min, existing P _ Patch Resurface full Monolithic Slab joint, then q width of street on ecee to CA joint, ® \ R Replace Bas longitudinal 3 000 psi ¢ 4 � � � ° 4 T +2' C8' Min. , 1 a Base d v 4�D 0 d a Base Compacted installations Fiber Mesh oncre e �� 6„ 12" 12" Ipac ed ubgradea ..:.. a Q d ° o °T Compacted ° ° r Subgrade T � Existing Concrete NOTES: Replacement Undisturbed Exist \// I F- I E D C B base material 1. There shall be a 1/2 a ` Base shall be VALLEY GUTTER CURB approved by W W seal joint between the En ineer 6' 12' Trench 12 ° 6' 18' Trench 18' 5` 1" back per City Arti Ile Width Min, Width Min. of curb and driveway. Varies Varies 2. Concrete in Curbs shalt 1 -3/4 "R Undisturbed Trench ndisturbed Trench Side 1 -1/2 "R 9" Compacted Side Compacted be 3000 psi, with fiber 3/4 "R Backfitt X BackfM \ 4 mesh reinforcing. Wearing Wearing Surface \ © Surface a i T= Thickness / Q J_ of original p ° Base \ 3/4 "R- i'i\ \� \\ 4 4 4 a Base i #3 Bar, 10" Long, Err 36" ❑,C. 6 „ \ acted S grade \` Base °mp Tie bears with CITY OF CLEARWATER, FLORIDA sidewalks or driveways without specific approval of the City EDIAN 1 - #5 rebar B - �\\ \ Compacted Subgrade CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION continuous PUBLIC WORKS ADMINISTRATION 12' swing gate 4/9/02 CITY OF CLEARWATER, FLORIDA clearance min, (typ,) ENGINEERING PUBLIC WORKS ADMINISTRATION 5. All concrete shall be 3000 psi min. @ 28 days, with fiber PIN / D ❑WELLED CURB ENGINEERING 1 - #5 at 4' REDRAWN BY 6' REDRAWN BY drop 2 center added note RED BY TYPICAL SIDEWALK 1/92 1 Pin 1 4/9/02 Rev. Notes R.G. CHECKED BY TYPICAL CURB INDEX NO. 1 PROPOSED SITE SPECIFICATIONS (02/15/2008) (typJ JWR CHECKED BY CONSTRUCTION AND INDEX N0. Grade CROSS-SECTIONS ®F CHECKED BY REV. DATE DESCRIPTION App, DESI N ED BY CONCRETE & ASPHALTIC Grade • welded wire mesh reinforcement. 14" C.M.H. 2 2 RAMP DETAIL ,Q9 REV. DATE DESCRIPTION App DESIGNED BY C.M.H. CONCRETE SURFACES 1 OF 1 REV. DATE DESCRIPTION APP, DESIGNED BY G H 1 OF 3 6„ Z3000 swing gate (typ) g" p,s,i. concrete stab with fiber mesh reinforcing 81x 16' concrete - monolithic, rein 6' g /2- thickness, 6'x6'/ 10x10 w #5 rebar (typ.) W.W.F. drop pin ELEYAIM hole (typ.) N.T.S. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING I DATE 2 8/16/04 Rev. Notes B.V.D. DR E.A. BY 6/01 1 4/9/02 Rev. Notes R.G. CHECKED BY DUMPSTER ENCLOSURE INDEXiNO. DESIGNED BY SINGLE REV. DATE DESCRIPTION APP. TG 1 OF 3 HANDICAPPED SIGN SEE INDEX NO. 119 CONC. WALK RAMP DOWN CONC. WALK SEE INDEX NO. 109 ,,-6 WIDE TRAFFIC BLUE / STRIPE (TYPICAL) TRAFFIC WHITE 6" STROKE p (TYPICAL) I 1p sa. 2" (TYPICAL) �I 6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) NOTE. All pavement markings to be thermoplastic. NOTES: a.) New construction: maximum 6' -0' high and constructed of concrete block (8 "x8 "x16 "). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3 -802 Materials) b.) Existing: maximum 6' -0' high replacement materials can be made of the some materials as long as they are made of approved opaque material. 2.) FOOTINGS 8 "x16" concrete w /2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w /imbedded 6 "x6 "/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1 - #5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel w /privacy -type slats inserted in galvanized steel mesh fabric, hinge- mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD 3' -6" high, 6" diameter steel pipe bollard filled with concrete, pointed traffic yellow, imbedded 3' -0" deep in 18" concrete foundation. (See Detail) CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line --up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or equivalent) at 16' o.c.. 4. Hollow Load - bearing Concrete Masonry Units shall be normal weight conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S, in accordance with ASTM C -270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean -out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after masonry inspection - provided in accordance with ACI 531 -4.6, and before grouting. 8. Prior to grouting, the grout apace shall be clean, with no mortar projections greater the 16", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "C" ,' -0" CITY OF CLEARWATER, FLORIDA '�-- PUBLIC WORKS ADMINISTRATION 8* ENGINEERING 2 08/16/04 Rev. Notes B.V.D. DRAEWN BY DDAAT 1 4/9/02 Rev. Notes R G CHECKED BY DUMPSTER ENCLOSURE INDEX N0: ICAPPED I D.M. NOTES 701 HANDii DETAIL REV. DATE DESCRIPTION App DESIGNED BY 3 OF 3' T.G. HANDICAPPED SIGNS SEE INDEX NO. 119 NOTE: All pavement markings to be thermoplastic. 1K #3 Bar Cont. 1" at All " 1 Drop at FDOT Type S -3 Asph. Conc. patch Drives All Drives z Wearing to be 2' min. thickness or match If this Surface existing for thickness in excess is within 4' Wearing 3/4 "R of an v Surface _ 4' Min, existing P _ Patch Resurface full Monolithic Slab joint, then q width of street on ecee to CA joint, ® \ R Replace Bas longitudinal 3 000 psi ¢ 4 � � � ° 4 T +2' C8' Min. , 1 a Base d v 4�D 0 d a Base Compacted installations Fiber Mesh oncre e �� 6„ 12" 12" Ipac ed ubgradea ..:.. a Q d ° o °T Compacted ° ° r Subgrade T � Existing Concrete NOTES: Replacement Undisturbed Exist \// I F- I E D C B base material 1. There shall be a 1/2 a ` Base shall be VALLEY GUTTER CURB approved by W W seal joint between the En ineer 6' 12' Trench 12 ° 6' 18' Trench 18' 5` 1" back per City Arti Ile Width Min, Width Min. of curb and driveway. Varies Varies 2. Concrete in Curbs shalt 1 -3/4 "R Undisturbed Trench ndisturbed Trench Side 1 -1/2 "R 9" Compacted Side Compacted be 3000 psi, with fiber 3/4 "R Backfitt X BackfM \ 4 mesh reinforcing. Wearing Wearing Surface \ © Surface a i T= Thickness / Q J_ of original p ° Base \ 3/4 "R- i'i\ \� \\ 4 4 4 a Base i #3 Bar, 10" Long, Err 36" ❑,C. 6 „ \ acted S grade \` Base °mp CITY OF CLEARWATER, FLORIDA sidewalks or driveways without specific approval of the City EDIAN CU B - �\\ \ Compacted Subgrade CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION Engineer. 3 4/9/02 CITY OF CLEARWATER, FLORIDA ENGINEERING ENGINEERING PUBLIC WORKS ADMINISTRATION 5. All concrete shall be 3000 psi min. @ 28 days, with fiber PIN / D ❑WELLED CURB ENGINEERING REDRAWN BY STREET AND DRIVEWAY REDRAWN BY mesh reinforcing. 2 1/95 added note RED BY TYPICAL SIDEWALK 1/92 1 REVISED PER SYNERGY CIVIL ENGINEERING 1 4/9/02 Rev. Notes R.G. CHECKED BY TYPICAL CURB INDEX NO. 1 PROPOSED SITE SPECIFICATIONS (02/15/2008) modified curb cut JWR CHECKED BY CONSTRUCTION AND INDEX N0. 4/4/2002 CROSS-SECTIONS ®F CHECKED BY REV. DATE DESCRIPTION App, DESI N ED BY CONCRETE & ASPHALTIC 104 welded wire mesh reinforcement. C.M.H. 2 2 �- T =6' until W exceeds 6', then T =8' CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTI ❑N Ii .-al STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM '" HOT DIPPED GALVANIZED iTANDARD WEIGHT STEEL PIPE 3 "X2' -6" CONCRETE MASS. 71NISH TOP OF MASS LEVEL KITH A SLIGHT RAISED WASH \PPROXIMATELY 1/2- ABOVE .EVEL OF TURF /SOD. 2 -1/2' rein Cu i A In 7 -3/4' - TYPE A r e CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE A.C. 5/99 CHECKED BY TYPICAL HANDICAPPED INDEX NO. 1 12/99 Updated Fine M.G. M.Q. SIGN DETAIL 119 REV. I DATE DESCRIPTION APP, DESIGNED BY 1 OF i CONSULTANTS: COMMENTS: NOTE: Concrete to be 3,000 psi, w =th fiber mesh reinforcing, 2' rein /- -T-T-\ "� SEAL: / R.O.W. Line 1 I 4/9/02 I Rev. Notes R.G. REV. DATE DESCRIPTION APP. REINFORCED CONCRETE 117 ;Y 1 OF 1 r®® Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut M a or Remove entire Curb and Replace as Part of Sidewalk Romp. lf)141° 4' Min Residential Street 1' City R 5' Min Arterial Street 2' County R 1/4!* per Foot 3000 psi conc 4" thick. Constr. 6" thick at driveways with 6x6 #10 welded wire mesh. See note 7. SECTION B -B 1. Provide tooled joints at distances matching the width. Also 8. Ramps shall have a tactile surface, textured to a depth not place expansion joints at driveways. exceeding 1/8" by use of tamp or roller in conformance with 2. If some physical obstruction exists which prevents the placing requirements of FOOT Roadway and Traffic Design Standards, of sidewalks as shown, contact the Engineering Division for Detail 304 or most recent modifications. 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 NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 M"AMMUM-1 CITY OF CLEARWATER, FLORIDA sidewalks or driveways without specific approval of the City CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION Engineer. 3 4/9/02 Rev. Notes R.G. ENGINEERING ENGINEERING 5. All concrete shall be 3000 psi min. @ 28 days, with fiber REDRAWN BY STREET AND DRIVEWAY DATE mesh reinforcing. 2 1/95 added note RED BY TYPICAL SIDEWALK DATE 1/93 1 Novo REPLACEMENT FOR 7/92 INDEX N0. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction Shall be 6" thick w 6X6 /10X10 1 11/93 modified curb cut JWR CHECKED BY CONSTRUCTION AND INDEX N0. 4/4/2002 Rev. Notes; CHECKED BY Remove meet z at 2 G LB G.L.B. CONCRETE & ASPHALTIC 104 welded wire mesh reinforcement. To`I RAMP DETAIL ,Q9 REV. DATE DESCRIPTION App DESIGNED BY C.M.H. CONCRETE SURFACES 1 OF 1 REV. DATE DESCRIPTION APP, DESIGNED BY G H 1 OF 3 NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 M"AMMUM-1 I M TYPE "D" CURB CURB -D.DWG 06/04/94 NTS 7 N ;E .r - MAE 11 PLAN VIEW a ° a C -1 -P 4 m AAAA v I u 2 #° " 6 2• v a I T o Z a 2 f° 2 #^ 2'-W 2 1 /4" Center 7f Box a n Location e C7 Reference w ,- _ _P Center Of Box -1 -P Center Of Box r& st PLAN recast PLAN Locot!On Reference east PLAN Center Of Bo PLAN Cy Location Reference Location Reference co 5'-5 C_/_P 3' -4' C -r -P 5J" C-1-P 5' -1' Precast 5{° C -1 -P 4' -4' C- , -P C-I-P S ° C - / -P 3' -01 Precast x,-54' C-1-P 3J` Precast - '�3 #` PrerGSP 5,J° C / P f' -0" Precast 3J. Precast 3 " Preast- 3J, Precast � 3J' Precast- Eyeballs _n, k ` ° e m P Crate 1 P Grate-`4, rat o a Sea Index 2CX ° Eyebolt ° Ct. Eyebolt Grote STEEL GRATE H -20 LOADING ' d See index 20 °� Ho Z. WaPl Reinf. y 3" Ct. £ See Index 2rX a o° _ (Sea Table 2 " W--n Haz. Well Relnf. ALTERNATE CAST IRON GRATE ®4 �° Q f5ee Table 3) o h PLAN - c' 12' Ctrs. -4 Bvs H -20 LOADING 3 N a 12 `4J 10 �% b °� W 1a C_ /_P d4 Bars O p s4 Bars °4 Bars o R)' Ctrs. !N1W !2° Ctrs. a !!" Ctrs - - IShort Bars) - - 3 3/4" - -FRAME Li e a to e° e 2' -0' ° •a 7' -7' Precool I_ 6'-7' I Grate Eyebolt See Index W 31 C1. Ho/lz. Wall Retnf. ( See Table 4) °4 Bars a le Ctrs Pre ast SECTION roast SECTION Precast SECTION °4 Bas o 12° Ctrs. roast SECTION "4 Bars a w^ Ctrs. (snort Bars) 3 314" HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1) SCHEDULES (TABLE 2) SCHEDULES (TABLE 3) SCHEDULES (TABLE 4) fi EDGE OF THRU -LANE SAW CUT FULL DEPTH OF EXISTING ASPHALT PC OR PT OF RADIUS RETURN PC OR PT OF RADIUS RETURN NEW SURFACE NEW BASE SAW CUT EDGE OF EXIST PAVEMENT CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS APRO,.DWP, 061/03/94 NTS WALL DEPTH SCHEDULE AREA f7n.t /ft) MAX. SPACNG BARS WWF o' -IS a2 oar ,r B` a a 4' Min Residential Street 1' City R Limits of concrete swale Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut C 5' Min Arterial Street 2' County R Limits of pay quantity or Remove entire Curb and Replace as Part of Sidewalk Romp. . el Modified and Valley Gutter Curbs 1/4" per Foot PLAN join exist back of curb "°' 2' 4 12" Textured Surface Max Slope �ack of Curb 3000 psi conc 4" thick. Constr. 6" thick at driveways with 6x6 #10 ® welded wire mesh. See note 7. Remove to an m T k ®� a � �1/2" Expansion Joint even joint or sawcut � ®� SECTION A -A - SECTION B B 4 #6 Continuous NOTE S U 1. Provide tooled joints at distances matching the width. Also 8. Ramps shall have a tactile surface, textured to a depth not Ctl place expansion joints at driveways. exceeding 1/8" by use of tamp or roller in conformance with 2. If some physical obstruction exists which prevents the placing requirements of FOOT Roadway and Traffic Design Standards, (+ C -C of sidewalks as shown, contact the Engineering Division for Detail 304 or most recent modifications.' SECTION alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. CITY OF CLEARWATER, FLORIDA 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City CITY OF CLEARWATER FLORIDA PUBLIC WORKS ADMINISTRATION Engineer. PUBLIC WORKS ADMINISTRATION ENGINEERING 5. All concrete shall be 3000 psi min. @ 28 days, with fiber 3 a /s /o2 Rev. Notes R.D. ENGINEERING REORAYN BY Novo CONCRETE SWALE DATE 7/92 mesh reinforcing. 6. Concrete surface to be light broom finish. 2 1/95 added note RE jRAW BY TYPICAL SIDEWALK 'DA 3 CHECKED BY DETAIL INDEX NO. 7. Concrete driveway construction shall be 6" thick w 6x6/10x10 1 11/93 modified curb cut JtYR CHECKED BY CONSTRUCTION AND INDEX NO. VALLEY GUTTER CURB 107 welded wire mesh reinforcement. RAMP DETAIL 109 REV. DATE DESCRIPTION APP. DESIGNED BY M.G.B. 1 OF 1 REV. DATE DESCRIPTION APP, DESIGNED BY ' OF $ 3' -0^ 2-3 5/8 „ 3'-4° C-!•P 3`•0' Precast -f -P 4'-4° C-I -P 4'-0' Precast ( 7'-7` c Precast or pipes - ° a Precvst . m 1a 5' -5" C -t -P Y-1` Precsst ;a -,o 2g" Pipe Spaci,tp a ° a C -1 -P 4 m AAAA v I u 2 #° " 6 2• v a I T o Z a 2 f° 2 #^ 2'-W 2 1 /4" Center 7f Box a n Location e C7 Reference w ,- _ _P Center Of Box -1 -P Center Of Box r& st PLAN recast PLAN Locot!On Reference east PLAN Center Of Bo PLAN Cy Location Reference Location Reference co 5'-5 C_/_P 3' -4' C -r -P 5J" C-1-P 5' -1' Precast 5{° C -1 -P 4' -4' C- , -P C-I-P S ° C - / -P 3' -01 Precast x,-54' C-1-P 3J` Precast - '�3 #` PrerGSP 5,J° C / P f' -0" Precast 3J. Precast 3 " Preast- 3J, Precast � 3J' Precast- Eyeballs _n, k ` ° e m P Crate 1 P Grate-`4, rat o a Sea Index 2CX ° Eyebolt ° Ct. Eyebolt Grote STEEL GRATE H -20 LOADING ' d See index 20 °� Ho Z. WaPl Reinf. y 3" Ct. £ See Index 2rX a o° _ (Sea Table 2 " W--n Haz. Well Relnf. ALTERNATE CAST IRON GRATE ®4 �° Q f5ee Table 3) o h PLAN - c' 12' Ctrs. -4 Bvs H -20 LOADING 3 N a 12 `4J 10 �% b °� W 1a C_ /_P d4 Bars O p s4 Bars °4 Bars o R)' Ctrs. !N1W !2° Ctrs. a !!" Ctrs - - IShort Bars) - - 3 3/4" - -FRAME Li e a to e° e 2' -0' ° •a 7' -7' Precool I_ 6'-7' I Grate Eyebolt See Index W 31 C1. Ho/lz. Wall Retnf. ( See Table 4) °4 Bars a le Ctrs Pre ast SECTION roast SECTION Precast SECTION °4 Bas o 12° Ctrs. roast SECTION "4 Bars a w^ Ctrs. (snort Bars) 3 314" HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1) SCHEDULES (TABLE 2) SCHEDULES (TABLE 3) SCHEDULES (TABLE 4) fi EDGE OF THRU -LANE SAW CUT FULL DEPTH OF EXISTING ASPHALT PC OR PT OF RADIUS RETURN PC OR PT OF RADIUS RETURN NEW SURFACE NEW BASE SAW CUT EDGE OF EXIST PAVEMENT CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS APRO,.DWP, 061/03/94 NTS WALL DEPTH SCHEDULE AREA f7n.t /ft) MAX. SPACNG BARS WWF o' -IS a2 oar ,r B` °4 Bars a le Ctrs Pre ast SECTION roast SECTION Precast SECTION °4 Bas o 12° Ctrs. roast SECTION "4 Bars a w^ Ctrs. (snort Bars) 3 314" HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1) SCHEDULES (TABLE 2) SCHEDULES (TABLE 3) SCHEDULES (TABLE 4) fi EDGE OF THRU -LANE SAW CUT FULL DEPTH OF EXISTING ASPHALT PC OR PT OF RADIUS RETURN PC OR PT OF RADIUS RETURN NEW SURFACE NEW BASE SAW CUT EDGE OF EXIST PAVEMENT CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS APRO,.DWP, 061/03/94 NTS WALL DEPTH SCHEDULE AREA f7n.t /ft) MAX. SPACNG BARS WWF o' -IS a2 oar ,r B` TYPE C Rearnax"ded Maxtuum Pipe S/ze, 2' -0" well - 18` Pipe 3' -1" Wall - 24` Pipe (18' where on 18' pipe enters a 2'-Lr' wall! WALL SCr1E(X/GE AREA MAX. SPACNG DEPTH un.wt.) BARS WWF 0'-6' Al2 0.20 Ie- 8" 6'-10' A6 0.20 6` 5^ 10'-13' A4 0.20 4` 3' 10' -/5' 855 0.24 Si- 5' TYPE D Reaamnended Maximam P,)ae Slze, 3' -1' Wall - 24` Pipe 4' -1° Wall - 36` Pipe us io Precast TYPE H (4-GRATE INLET ) Recommenced MOX7mam Ptpe Slze, 3'-0` Well - 24' Ptpe 8'- 9' Wolf - 1 -78` Pipe Or 2.30' Plpe fS-4' -3 °) - WA _ LL snr >:I;LFI AREA MAX. SPACNG DEPTH (InAYft. ) BARS I OF Al2 a20 12° 8' am 7-v-t0 85,5 0.24 WALL SCHEDULE AREA MAX. SPACNG DEPTH f In.Srft.) BARS WWF 0-5' 1 85.5 1 0.24 5(.` 5" 5'-7' C6.5 a37 6" 6` r -15' I D4.5 1 0.53 1 4 4- 0.15' C6,5 TYPE E TYPE H (2 & 3 -GRATE INLET) ReaomnaMul Moxlaum Pipe Size, Reomnended Maxlnxm P)pe Slze, 3'-fl" Wall - E4` Plpe 3' -D" Wall - 24" Plat 4'-6` Wolf - 36` Pipe 6'-7' Wall - 1 -60` Pipe Or 2-24- Ptpe IS`3'-5') f0`_/1 C-1-P i 7-4` Preast e'_Q® i crate f � Eyebolt See Index AM Hartz. Wall Reinf. F 3° Cl. fSee Table 6)� 10-10 U N •1 Bars a 12° Ctrs. •4 Bars a 10° Ctrs, SECTION (Smrt Bars) HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 5) WAU SCHEDULE AREA MAX. RS SPACNG DEPTN flrt.P /ft.) BAWWF d-5' C3.5 1 0.37 3 ° 1 3° 5'-Id I D4.5 1 0.53 1 4J" 1 4- 2009 FDOT Design SWAwft DITCH BOTTOM INLET TYPES C, D, E & H NATURAL GROUND OR SUBGRADE7 `7i\� ELEVATION 2' -0" ABOVE TOP OF PIPE. CUT -OFF SHEETING IF REQUIRED. 9 PIPE BEDDING TAMPED - - - - - AND COMPACTED .i\ - - UNDISTURB - MATERIAL- /j� GENERAL NOTES Sao �Sheet 2 of 6. I A` i sheet No. i BACKFILL TO BE COMPACTED TO 100% T -99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6" MIN - 12" MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION Bess ©�oovoe Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" TYPE D Reaamnended Maximam P,)ae Slze, 3' -1' Wall - 24` Pipe 4' -1° Wall - 36` Pipe us io Precast TYPE H (4-GRATE INLET ) Recommenced MOX7mam Ptpe Slze, 3'-0` Well - 24' Ptpe 8'- 9' Wolf - 1 -78` Pipe Or 2.30' Plpe fS-4' -3 °) - WA _ LL snr >:I;LFI AREA MAX. SPACNG DEPTH (InAYft. ) BARS I OF Al2 a20 12° 8' am 7-v-t0 85,5 0.24 WALL SCHEDULE AREA MAX. SPACNG DEPTH f In.Srft.) BARS WWF 0-5' 1 85.5 1 0.24 5(.` 5" 5'-7' C6.5 a37 6" 6` r -15' I D4.5 1 0.53 1 4 4- 0.15' C6,5 TYPE E TYPE H (2 & 3 -GRATE INLET) ReaomnaMul Moxlaum Pipe Size, Reomnended Maxlnxm P)pe Slze, 3'-fl" Wall - E4` Plpe 3' -D" Wall - 24" Plat 4'-6` Wolf - 36` Pipe 6'-7' Wall - 1 -60` Pipe Or 2-24- Ptpe IS`3'-5') f0`_/1 C-1-P i 7-4` Preast e'_Q® i crate f � Eyebolt See Index AM Hartz. Wall Reinf. F 3° Cl. fSee Table 6)� 10-10 U N •1 Bars a 12° Ctrs. •4 Bars a 10° Ctrs, SECTION (Smrt Bars) HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 5) WAU SCHEDULE AREA MAX. RS SPACNG DEPTN flrt.P /ft.) BAWWF d-5' C3.5 1 0.37 3 ° 1 3° 5'-Id I D4.5 1 0.53 1 4J" 1 4- 2009 FDOT Design SWAwft DITCH BOTTOM INLET TYPES C, D, E & H NATURAL GROUND OR SUBGRADE7 `7i\� ELEVATION 2' -0" ABOVE TOP OF PIPE. CUT -OFF SHEETING IF REQUIRED. 9 PIPE BEDDING TAMPED - - - - - AND COMPACTED .i\ - - UNDISTURB - MATERIAL- /j� GENERAL NOTES Sao �Sheet 2 of 6. I A` i sheet No. i BACKFILL TO BE COMPACTED TO 100% T -99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6" MIN - 12" MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION Bess ©�oovoe Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" WALL SCHEDULE AREA MAX. SPACNG DEPTH f In.Srft.) BARS WWF 0-5' 1 85.5 1 0.24 5(.` 5" 5'-7' C6.5 a37 6" 6` r -15' I D4.5 1 0.53 1 4 4- 0.15' C6,5 TYPE E TYPE H (2 & 3 -GRATE INLET) ReaomnaMul Moxlaum Pipe Size, Reomnended Maxlnxm P)pe Slze, 3'-fl" Wall - E4` Plpe 3' -D" Wall - 24" Plat 4'-6` Wolf - 36` Pipe 6'-7' Wall - 1 -60` Pipe Or 2-24- Ptpe IS`3'-5') f0`_/1 C-1-P i 7-4` Preast e'_Q® i crate f � Eyebolt See Index AM Hartz. Wall Reinf. F 3° Cl. fSee Table 6)� 10-10 U N •1 Bars a 12° Ctrs. •4 Bars a 10° Ctrs, SECTION (Smrt Bars) HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 5) WAU SCHEDULE AREA MAX. RS SPACNG DEPTN flrt.P /ft.) BAWWF d-5' C3.5 1 0.37 3 ° 1 3° 5'-Id I D4.5 1 0.53 1 4J" 1 4- 2009 FDOT Design SWAwft DITCH BOTTOM INLET TYPES C, D, E & H NATURAL GROUND OR SUBGRADE7 `7i\� ELEVATION 2' -0" ABOVE TOP OF PIPE. CUT -OFF SHEETING IF REQUIRED. 9 PIPE BEDDING TAMPED - - - - - AND COMPACTED .i\ - - UNDISTURB - MATERIAL- /j� GENERAL NOTES Sao �Sheet 2 of 6. I A` i sheet No. i BACKFILL TO BE COMPACTED TO 100% T -99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6" MIN - 12" MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION Bess ©�oovoe Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" 0.15' C6,5 TYPE E TYPE H (2 & 3 -GRATE INLET) ReaomnaMul Moxlaum Pipe Size, Reomnended Maxlnxm P)pe Slze, 3'-fl" Wall - E4` Plpe 3' -D" Wall - 24" Plat 4'-6` Wolf - 36` Pipe 6'-7' Wall - 1 -60` Pipe Or 2-24- Ptpe IS`3'-5') f0`_/1 C-1-P i 7-4` Preast e'_Q® i crate f � Eyebolt See Index AM Hartz. Wall Reinf. F 3° Cl. fSee Table 6)� 10-10 U N •1 Bars a 12° Ctrs. •4 Bars a 10° Ctrs, SECTION (Smrt Bars) HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 5) WAU SCHEDULE AREA MAX. RS SPACNG DEPTN flrt.P /ft.) BAWWF d-5' C3.5 1 0.37 3 ° 1 3° 5'-Id I D4.5 1 0.53 1 4J" 1 4- 2009 FDOT Design SWAwft DITCH BOTTOM INLET TYPES C, D, E & H NATURAL GROUND OR SUBGRADE7 `7i\� ELEVATION 2' -0" ABOVE TOP OF PIPE. CUT -OFF SHEETING IF REQUIRED. 9 PIPE BEDDING TAMPED - - - - - AND COMPACTED .i\ - - UNDISTURB - MATERIAL- /j� GENERAL NOTES Sao �Sheet 2 of 6. I A` i sheet No. i BACKFILL TO BE COMPACTED TO 100% T -99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6" MIN - 12" MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION Bess ©�oovoe Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" 10-10 U N •1 Bars a 12° Ctrs. •4 Bars a 10° Ctrs, SECTION (Smrt Bars) HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 5) WAU SCHEDULE AREA MAX. RS SPACNG DEPTN flrt.P /ft.) BAWWF d-5' C3.5 1 0.37 3 ° 1 3° 5'-Id I D4.5 1 0.53 1 4J" 1 4- 2009 FDOT Design SWAwft DITCH BOTTOM INLET TYPES C, D, E & H NATURAL GROUND OR SUBGRADE7 `7i\� ELEVATION 2' -0" ABOVE TOP OF PIPE. CUT -OFF SHEETING IF REQUIRED. 9 PIPE BEDDING TAMPED - - - - - AND COMPACTED .i\ - - UNDISTURB - MATERIAL- /j� GENERAL NOTES Sao �Sheet 2 of 6. I A` i sheet No. i BACKFILL TO BE COMPACTED TO 100% T -99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6" MIN - 12" MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION Bess ©�oovoe Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" 2009 FDOT Design SWAwft DITCH BOTTOM INLET TYPES C, D, E & H NATURAL GROUND OR SUBGRADE7 `7i\� ELEVATION 2' -0" ABOVE TOP OF PIPE. CUT -OFF SHEETING IF REQUIRED. 9 PIPE BEDDING TAMPED - - - - - AND COMPACTED .i\ - - UNDISTURB - MATERIAL- /j� GENERAL NOTES Sao �Sheet 2 of 6. I A` i sheet No. i BACKFILL TO BE COMPACTED TO 100% T -99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6" MIN - 12" MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION Bess ©�oovoe Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" Bess ©�oovoe Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" Ford curb stop with lock wing and compression Inlet V - #BRW 43- 444W -0 or 2' - #BRW 41- 777W -0 Hole In tid with 'reclaimed water' stamped or approved equal SDR 9 purple p( 7' Mueller Corporation Cock, B -25008 or approved equa Saddle required 6 ax a See note 2 Reclaimed WaterMain CDR BOX 11x32x12 Cast Iron reader lid and 2- 1/2'x3' mouse holes One on each end w /purple reclaim lid Xr RESIDENTIAL T CONNECTION NOTES: 1. Saddles required for all service connections to mains. CITY OF CLEARWATE6 2. Iron service saddle shalt be Ford FC202 series with stainless ee PUBLIC WORKS ADMIT band and epoxy coated ductile Iron body, or approved equal. �V --- vENGINEERINI DUCTILE IRON P`IPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 1 OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNDUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket Jy",��- L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. \ L = MINIMUM LENGTH TO BE DO NOT USE FOR \� // RESTRAINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSET * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" NOM. ELBOWS (cleg.) VALVE DEAD SIZE 11.25'122.50*1 45 1 97 BRANCH END L 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42T 76 16 5 10 22 53r 97 20 6 13 26 63r 117 NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" NOTE, THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP A GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 Le r � -W (7)" CLEANOUT PLUG CHARLOTTE Pipe And Foundry Conpa Part No, 106 Or Equal See NOTE For Traffic Bearing Cover. Concrete Pad 8"- Thick x 1'-6^ 3q. �� �� TWO-WAY [LEANOUT CHARLOTTE Pipe And F' Part No. 448 Or Equal �� �� FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company o^~+ m" 1nl n~ F".."/ J\ �� NOTE' Cieunout Plug Cover To Be U.C. Foundry 7623 Or Equal. ztero\ F DETAIL CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REDRAWN BY RD DATE 3/04 Revised Per Utilities R,S.F. I CHECKED BY CLEAN CUT INDEX NO. AP�R_61VED BY REV. DATE DESCRIPTION APP. Trl 1 1 OF2 � &TrOn service saddle Ford FC 202 seri��� CITY OF CLEARWATER, FLORIDA �/�������5� ����( � \_ ' - �� ��� Water Mairl A3 5/9/05 REV, CURB STOP, CORP R.F. PUBLIC WORKS ADMINISTRATION band and epoxy STOP, SADDLE NOTES ENGINEERING ^ 8 coated ductile iron REV, WATER SERVICE CHECKED BY WATER MAIN SERVICE INDEX body Or approved GCH TUBING TYPE I REV. DATE DESCRIPTION APP. Connecting Piece w/|ntegroUy cast Mech. Joint Giund on one End-D.1, Rotatable Me[l-m- Jo|nt G|und on Other End. Han- NOTES: 1. On Hydrants Requiring Runout Lust Two Joints Must Be Restrained ' Per Detail 403 (2 of 2). ' ' � U ^ ` -�------ Fire Hydrant Assembly (Typ.) Length Varies (See Note 1) -�-----Mech. Joint Valve Water Main 11h, 011 MWW On-Site Sewage Treatment & 10 ft. minimwn --- Disposal System (2) Re-daimed I water regulated under Part III of Chlapter,62-610, F.A.0 (3) 3 ft�,fbr gravity sanitary sewer where, the. bottom of the watermain-is laid at least 6inches -aboveAhe top,of the gravity,sardtary,sewer;, (4) Reclaim ed water not regulate�d under Part'II I 'of Chailter 62-610, F. , A.C. Disclaimer— This document is provided for your ronvenienceonly.,117leaserefm to F.A.C.Rule62-555.314 for additional construction requirements. When Valve Occ set Buse on 10 Me[h, Joint V8\.-� = / � � o (4- �m � " o �u � '+ ` O m ' w" u°+�~ Main ~~`^' ''~^ `—Restraining Joint 1 OF 3 REV. DATE DESCRIPTION APP. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY TYPICAL HYDRANT /DATE CHECK, G INDEX INO. PLAN VIEW 402 REV. DATE DESCRIPTION APP. 3 OF 4 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATI% ENGINEERING By TYPICAL VALVE By SETTING ON ALL TEES, A MINIMUM OF 57 RESTRAINED ON EACH Rum LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESCURE, 8^ PVC MAXIMUM SIZE USED IN SYSTEM NOTE' THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT BETWEEN PIP[ JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. m � � � � � � � � Finish grade to R/W 8UDn 0.4' min,, 1.0' max. fall from U U property line to o Max. Foack of cur Minimum 36' Behind Back Of Curb Or Edge of Paveme Double-Sweep Te ����TTFlN ��-�./�u/v 18" M|n, 24" Max, CITY OWNED --- AND MAINTAINED erv|ce Lateral 30"-36^ or as Directed by the City HOMEOWNER OWNED AND MAINTAINED ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 2 3/04 Revised Per Utilities REDRAWN BY STREET LATERAL DATE D.Kinc) 10/17/02 A 7/03 Move C.O. Into R/W CHECKED BY DETAIL INDEX NO. DESIGNED BY REV. DATE DESCRIPTION APP. D 1�' C' 0 WIN, ONFA%lk 0 AIM11 11, ''Mani 15' - Min, 4' Distance Varies . /—Valve 8o: Back of Curb or Pavement CRY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWNBY THRUST CHECKED BY I RESTRAINING DESIGNED BY REV. DATE DESCRIPTION APP. � Ford Arlg(g \/8\Ve(F(aDge[l: 0 0 0 00 Top View Approved Ba[kf(Ow >K Ford Meter Flange Prevention DgVidFi8nged) TYPICAL SINGLE DEVICE[ 1/2« and 2« MODELS NOTE' Device must be installed level. )KAPPROYED R.P. DEVICES )KAPPROVED DOUBLE-CHECK VALVES Hersey-Beeco Model FRP ll Hersey-Benco Model FDC Watts Model 909 or 009 Watts Model 709 or 007 Conbruco 40200 Conbruco 40100 REV. DATE DESCRIPTION APP. , CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION REDRAW�BY ENGINEERING DATE Mj ITYPICAL METER SETS W4 02/94 CHECKED BY NO. DESCRIPTION DATE I REVISED PER DRC COMMENTS 02/15/08 PIVICI "AD 'T THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS' l. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL DE RESTRAINED AS DEAD ENDS L Negu[ug Restrainer (Typ.) ON ALL TEES, A MINIMUM OF 57 RESTRAINED ON EACH Rum LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESCURE, 8^ PVC MAXIMUM SIZE USED IN SYSTEM NOTE' THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT BETWEEN PIP[ JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. m � � � � � � � � Finish grade to R/W 8UDn 0.4' min,, 1.0' max. fall from U U property line to o Max. Foack of cur Minimum 36' Behind Back Of Curb Or Edge of Paveme Double-Sweep Te ����TTFlN ��-�./�u/v 18" M|n, 24" Max, CITY OWNED --- AND MAINTAINED erv|ce Lateral 30"-36^ or as Directed by the City HOMEOWNER OWNED AND MAINTAINED ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 2 3/04 Revised Per Utilities REDRAWN BY STREET LATERAL DATE D.Kinc) 10/17/02 A 7/03 Move C.O. Into R/W CHECKED BY DETAIL INDEX NO. DESIGNED BY REV. DATE DESCRIPTION APP. D 1�' C' 0 WIN, ONFA%lk 0 AIM11 11, ''Mani 15' - Min, 4' Distance Varies . /—Valve 8o: Back of Curb or Pavement CRY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWNBY THRUST CHECKED BY I RESTRAINING DESIGNED BY REV. DATE DESCRIPTION APP. � Ford Arlg(g \/8\Ve(F(aDge[l: 0 0 0 00 Top View Approved Ba[kf(Ow >K Ford Meter Flange Prevention DgVidFi8nged) TYPICAL SINGLE DEVICE[ 1/2« and 2« MODELS NOTE' Device must be installed level. )KAPPROYED R.P. DEVICES )KAPPROVED DOUBLE-CHECK VALVES Hersey-Beeco Model FRP ll Hersey-Benco Model FDC Watts Model 909 or 009 Watts Model 709 or 007 Conbruco 40200 Conbruco 40100 REV. DATE DESCRIPTION APP. , CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION REDRAW�BY ENGINEERING DATE Mj ITYPICAL METER SETS W4 02/94 CHECKED BY NO. DESCRIPTION DATE I REVISED PER DRC COMMENTS 02/15/08 4 11 CONSULTANTS: COMMENTS: � PROJECT: I CLIENT: Rosen, Adam M.D. 320 D Street, Suite C, Clearwater, Florida 33756 REVISIONS: NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 ACCEPTS 4" SCH 40 PIPE ECTION PORT n A11 IN 1[l -rAI 1 C'1^l BUILD ROW IN THIS DIRECTION NOMINAL CHAMBER SPECIFICATIONS se 0 -A- F B C 51.0 "X30.0 °x85.4" 45.9 CUBIC FEET 74.9 CUBIC FEET 75 LBS. STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING WITH "B" PART # CHAMBER PIPE SIZE A B C SC740EPE06T SC -740 6 in (150 mm) 10.90 in (277 mm) 18.50 in (470 mm) N/A SC740EPE06B SC -740 6 in (150 mm) 10.90 in (277 mm) N/A 0.50 in (13 mm) SC740EPE08T SC -740 8 in (200 mm) 12.20 in (310 mm) 16.50 in (419 mm) N/A SC740EPE08B SC -740 8 in (200 mm) 12.20 in (310 mm) N/A 0.60 in (15 mm) SC740EPE10T SC -740 10 in (250 mm) 13.40 in (340 mm) 14.50 in (368 mm) N/A SC740EPE10B SC -740 10 in (250 mm) 13.40 in (340 mm) N/A 0.70 in (18 mm) SC740EPE12T SC -740 12 in (300 mm) 14.70 in (373 mm) 12.50 in (318 mm) N/A SC740EPE12B SC -740 12 in (300 mm) 14.70 in (373 mm) N/A 1.20 in (30 mm) SC740EPE15T SC -740 15 in (375 mm) 18.40 in (467 mm) 9.00 in (229 mm) N/A SC740EPE15B SC -740 15 in (375 mm) 18.40 in (467 mm) N/A 1.30 in (33 mm) SC740EPE18T SC -740 18 in (450 mm) 19.70 in (500 mm) 5.00 in (127 mm) N/A SC740EPE18B SC -740 18 in (450 mm) 19.70 in (500 mm) N/A 1.60 in (41 mm) SC740EPE24B SC -740 24 in (600 mm) 18.50 in (470 mm) N/A 0.10 in (3 mm) MOTE: ALL DIMENS IONS ARE NOMINAL ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1- 888 - 892 -2694. * FOR THE SC740EPE24B THE 24" STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75 BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N -12 STUB SO THAT THE FITTING SETS LEVEL. PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 l n it-vi rrwl r%-P1Tr -V-PII r r%%ir -m m-'r' mm i.' n- tf"10.m r-r%vn SC, STORMTECF STORMTECH CHAM INLET PIPE INVERT - 23.50 ®�. INVERT - 23.50 BOTTOM OF CHAMBER ELEV. - 23.50 BOTTOM OF FOUNDATION STONE ELEV. - 23.0 SECTION B_B MAXIMUM FINISHED GRADE ELEV.: 29.50 /° MINIMUM FINISHED GRADE ELEV.: 27.50 I Iva i AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS SC- 740- -5' -6' WIDE STRIP INVERT :23.00 FOR STORMTECH INFORMATION CALL 1- 888 - 892 -2694 STORMTECH ENDCAP TO OUTLET CONTROL STRUCTURE FOR STORMTECH INFORMATION CALL 1 -888- 892 -2694 PERFORATED UNDERDRAIN PIPE SECTION A A STORMTECH CHAMBER �ym FOUNDATION S• BENEATH CHAMBER ADS 601 GEOTEXTILE OR EQUAL STONE 4x PIPE 0 MIN ii i DRAINAGE SECTION STORMTECH CHAMBER FOUNDATION STONE BENEATH CHAMBER ADS 601 GEOTEXTILE OR EQUAL 4x -O -MIL1 DNE BEDDING UNDER \- PERFORATED UNDERDRAIN PIPE �, • Sim CONSULTANTS: NO. DESCRIPTION DATE 1 REVISED PER DRC COMMENTS 02/15/08 SAW 93-:01 �i • - • 1. STORMTECH LLC ( "STORMTECH ") REQUIRES INSTALLING 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND B CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S SC740EPE06T AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS DESIGNATION LATEST INSTALLATION INSTRUCTIONS PRIOR TO FILL MATERIAL FROM 18" INDICATED IN THE MOST CURRENT VERSION OF N/A BEGINNING SYSTEM INSTALLATION. PREPARE PER ENGINEER'S PLANS. PAVED STORMTECH'S INSTALLATION INSTRUCTIONS. 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW 8 in (200 mm) INSTALLATION CONSULTATIONS TO INSTALLING 16.50 in (419 mm) REQUIREMENTS AS INDICATED IN THE MOST CURRENT SC740EPE08B CONTRACTORS. CONTACT OUR TECHNICAL SERVICES SUBGRADE REQUIREMENTS. VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. N/A REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM (g) FILL MATERIAL FOR 6" TO 18 GRANULAR WELL-GRADED 3, 357, 4, 467, INSTALLATION TO ARRANGE A PRE - INSTALLATION 8, THE CONTRACTOR MUST REFER TO STORMTECH'S SOIUAGGREGATE MIXTURES, CONSULTATION. OUR REPRESENTATIVES CAN THEN 10 in (250 mm) INSTALLATION INSTRUCTIONS FOR A TABLE OF FOR UNPAVED INSTALLATIONS) ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE 67 : ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF VEHICLE WEIGHT NOT i EXCEED 12,000 STORMTECH CHAMBER SYSTEM AND INFORM THE 12.50 in (318 mm) COVER. THIS INFORMATION iS ALSO AVAILABLE AT SC740EPE12B DYNAMIC FORCE NOT • EXCEED 20,000 12 in (300 mm) STORMTECH'S WEBSITE: .STORMTECH.COM. THE 3, 357, 4, 467, 5, INSTALLING CONTRACTOR OF THE MINIMUM NO COMPACTION REQUIRED CONTRACTOR IS RESPONSIBLE FOR PREVENTING MAJORITY OF PARTICLES INSTALLATION REQUIREMENTS BEFORE BEGINNING THE 9.00 in (229 mm) VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS r SYSTEM'S CONSTRUCTION. CALL 1- 888 - 892 -2694 TO 15 in (375 mm) FROM TRAVELING ACROSS OR PARKING OVER THE N/A SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR ♦ ANGULAR STONE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING . VISIT .STORTECH.60M TO RECEIVE A COPY OF CHAMBERS TAPE AND APPROPRIATELY LOCATED SIGNS ARE SC740EPE18B OUR INSTALLATION INSTRUCTIONS. • . STANDARD PROCTOR DENSITY COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES 3. 1.60 in (41 mm) is ♦ i •1 • •.. ; FROM ENTERING SENSITIVE CONSTRUCTION AREAS. ♦ ♦r � 1 • STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH N/A 0.10 in (3 mm) PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.): 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT MINIMUM COVER IS 18 INCHES NOT INCLUDING • . i i • i CONTROL MEASURES TO PROTECT THE STORMWATER PAVEMENT; MAXIMUM COVER IS 96 INCHES INCLUDING SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. 1.,� r , � , ♦ r i ♦ • PAVEMENT, WHERE RUTTING FROM VEHICLES MAY , rrr . . . • • r •1/ 111 - i _ OCCUR, MINIMUM REQUIRED COVER iS 24 INCHES, • •' i STORMTECH PRODUCT WARRANTY IS LIMITED. SEE 4. MAXIMUM COVER IS 96 INCHES, CURRENT PRODUCT WARRANTY FOR DETAILS. TO r r ACQUIRE A COPY CALL STORMTECH AT 1- 888 - 892 -2694 OR THE CONTRACTOR MUST REPORT ANY DISCREPANCIES VISIT .STORTECH.COM. WITH CHAMBER FOUNDATION MATERIALS BEARING - 5 CAPACITIES TO THE DESIGN ENGINEER. ••- .' • i i� i a AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS. ■ a r • I I • i i . a- • 1' - - r r •// 1,1.1 - r . SAW 93-:01 �i • - • 1. STORMTECH LLC ( "STORMTECH ") REQUIRES INSTALLING 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND B CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S SC740EPE06T AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS DESIGNATION LATEST INSTALLATION INSTRUCTIONS PRIOR TO FILL MATERIAL FROM 18" INDICATED IN THE MOST CURRENT VERSION OF N/A BEGINNING SYSTEM INSTALLATION. PREPARE PER ENGINEER'S PLANS. PAVED STORMTECH'S INSTALLATION INSTRUCTIONS. 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW 8 in (200 mm) INSTALLATION CONSULTATIONS TO INSTALLING 16.50 in (419 mm) REQUIREMENTS AS INDICATED IN THE MOST CURRENT SC740EPE08B CONTRACTORS. CONTACT OUR TECHNICAL SERVICES SUBGRADE REQUIREMENTS. VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. N/A REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM (g) FILL MATERIAL FOR 6" TO 18 GRANULAR WELL-GRADED 3, 357, 4, 467, INSTALLATION TO ARRANGE A PRE - INSTALLATION 8, THE CONTRACTOR MUST REFER TO STORMTECH'S SOIUAGGREGATE MIXTURES, CONSULTATION. OUR REPRESENTATIVES CAN THEN 10 in (250 mm) INSTALLATION INSTRUCTIONS FOR A TABLE OF FOR UNPAVED INSTALLATIONS) ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE 67 : ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF VEHICLE WEIGHT NOT i EXCEED 12,000 STORMTECH CHAMBER SYSTEM AND INFORM THE 12.50 in (318 mm) COVER. THIS INFORMATION iS ALSO AVAILABLE AT SC740EPE12B DYNAMIC FORCE NOT • EXCEED 20,000 12 in (300 mm) STORMTECH'S WEBSITE: .STORMTECH.COM. THE 3, 357, 4, 467, 5, INSTALLING CONTRACTOR OF THE MINIMUM NO COMPACTION REQUIRED CONTRACTOR IS RESPONSIBLE FOR PREVENTING MAJORITY OF PARTICLES INSTALLATION REQUIREMENTS BEFORE BEGINNING THE 9.00 in (229 mm) VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS CHAMBERS SYSTEM'S CONSTRUCTION. CALL 1- 888 - 892 -2694 TO 15 in (375 mm) FROM TRAVELING ACROSS OR PARKING OVER THE N/A SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR ♦ ANGULAR STONE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING . VISIT .STORTECH.60M TO RECEIVE A COPY OF CHAMBERS TAPE AND APPROPRIATELY LOCATED SIGNS ARE SC740EPE18B OUR INSTALLATION INSTRUCTIONS. • . STANDARD PROCTOR DENSITY COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES 3. 1.60 in (41 mm) SC740EPE24B FROM ENTERING SENSITIVE CONSTRUCTION AREAS. 24 in (600 mm) STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH N/A 0.10 in (3 mm) PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.): 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT MINIMUM COVER IS 18 INCHES NOT INCLUDING CONTROL MEASURES TO PROTECT THE STORMWATER PAVEMENT; MAXIMUM COVER IS 96 INCHES INCLUDING SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER iS 24 INCHES, 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE 4. MAXIMUM COVER IS 96 INCHES, CURRENT PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 1- 888 - 892 -2694 OR THE CONTRACTOR MUST REPORT ANY DISCREPANCIES VISIT .STORTECH.COM. WITH CHAMBER FOUNDATION MATERIALS BEARING 5 CAPACITIES TO THE DESIGN ENGINEER. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS. SPECIFICATIONS STORMWATER CHAMBER Chambers shall be StormTech SC -740, SC -310 or approved equal. 1. Chambers shall conform to the requirements of ASTM F2418 -05, "Standard Specification for Polypropylene (PP) Corrugated Wall Stormwater Collection Chambers ". 2. Chamber rows shall provide continuous, unobstructed internal space with no internal support panels. 3. The structural design of the chambers, the structural backfill and the installation requirements shall ensure that the load factors specified in the AASHTO LRFD Bridge Design Specifications, Section 12.12 are met for: 1) long- duration dead loads and 2) short- duration live loads, based on the AASHTO Design Truck with consideration for impact and multiple vehicle presences. 4. Only chambers that are approved by the engineer will be allowed. The contractor shall submit (3 sets) of the following to the engineer for approval before delivering chambers to the project site: a. A structural evaluation by a registered structural engineer that demonstrates that the load factors specified in the AASHTO LRFD Bridge Design Specifications, Section 12.12 are met. The 50 -year creep modulus data specified in ASTM 2418 -05 must be used as part of the AASHTO structural evaluation to verify long -term performance. b. A certification by the manufacturer that the chambers are in accordance with ASTM F2418 -05. 6. Chambers shall be produced at an ISO 9001 certified manufacturing facility. 7. All design specifications for chambers shall be in accordance with the manufacturer's latest design manual. 8. The installation of chambers shall be in accordance with the manufacturer's latest installation instructions. ACCEPTS 4" SCH 40 PIPE /-FOR INSPECTION PORT MATERIAL LOCATION DESCRIP I ION AASHTO M43 AASHTO M145 B C SC740EPE06T DESIGNATION DESIGNATION . • r FILL MATERIAL FROM 18" ANY SOIUROCK MATERIALS, NATIVE N/A SC -740 PREPARE PER ENGINEER'S PLANS. PAVED TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEER'S PLANS. 0.50 in (13 mm) SC740EPE08T '.. INSTALLATIONS MAY HAVE STRINGENT MATERIAL 8 in (200 mm) CHECK PLANS r PAVEMENT 16.50 in (419 mm) N/A SC740EPE08B SC -740 SUBGRADE REQUIREMENTS. 12.20 in (310 mm) N/A 0,60 in (15 mm) (g) FILL MATERIAL FOR 6" TO 18 GRANULAR WELL-GRADED 3, 357, 4, 467, 13.40 in (340 mm) COMPACT IN 6" LIFTS TO A MINIMUM 95% ELEVATION ABOVE CHAMBERS SOIUAGGREGATE MIXTURES, 5,56,57,61 10 in (250 mm) STANDARD PROCTOR DENSITY. ROLLER GROSS FOR UNPAVED INSTALLATIONS) <35% FINES. 67 : SC -740 VEHICLE WEIGHT NOT i EXCEED 12,000 14.70 in (373 mm) 12.50 in (318 mm) # SC740EPE12B DYNAMIC FORCE NOT • EXCEED 20,000 12 in (300 mm) CLEAN ANGULAR STONE WITH THE 3, 357, 4, 467, 5, 1.20 in (30 mm) NO COMPACTION REQUIRED i TO . • " ELEVATION ABOVE MAJORITY OF PARTICLES 18.40 in (467 mm) 9.00 in (229 mm) N/A CHAMBERS SC -740 15 in (375 mm) 18.40 in (467 mm) N/A Q FOUNDATION STONE BELOW ♦ ANGULAR STONE .• . PLATE COMPACT OR ROLL TO ACHIEVE A CHAMBERS ♦ •■ OF PARTICLES BETWEEN SC740EPE18B SC -740 • . STANDARD PROCTOR DENSITY 19.70 in (500 mm) 2 INCH 1.60 in (41 mm) SC740EPE24B SC -740 I Mr- LU/AL7 r/Au I umo orm..ririmV IIV I n1= /i/1JIi 11.1 Li ru) BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, IMPACT AND MULTIPLE VEHICLE PRESENCES. <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SC -740 CHAMBER SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. %- 2 INCH CLEAN, SC -740 END CAP CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EQUAL-7\ PAVEMENT FOR UNPAVED INSTALLATION WHERE , G RUTTING FROM VEHICLES MAY.00CUFR, I -1 I I -1 I INCREASE COVER TO 24 INCHES ll l 5- EXUR DEPTH OF STONE TO BE DETERMINED BY GEOTECHNICAL ENGINEER 6" MIN.* W IT r *SEE STORMTECH DESIGN MANUAL 1 111 11''1 11110 111111 1111�1 111! IN 40 MUM INSTALLED CHAMBER •rj INSTALLED MINIMUM STORAGE WEIGHT - M i All C A 51.0" x 30.0" x 85.4" 45.9 CUBIC FEET 74,9 CUBIC FEET 75 LBS. STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING WITH "B" PART # CHAMBER PIPE SIZE A B C SC740EPE06T SC -740 6 in (150 mm) 10.90 in (277 mm) 18.50 in (470 mm) NIA SC740EPE06B SC -740 6 in (150 mm) 10.90 in (277 mm) N/A 0.50 in (13 mm) SC740EPE08T SC -740 8 in (200 mm) 12.20 in (310 mm) 16.50 in (419 mm) N/A SC740EPE08B SC -740 8 in (200 mm) 12.20 in (310 mm) N/A 0,60 in (15 mm) SC740EPE10T SC -740 10 in (250 mm) 13.40 in (340 mm) 14.50 in (368 mm) N/A SC740EPE10B SC -740 10 in (250 mm) 13.40 in (340 mm) N/A 0.70 in (18 mm) SC740EPE12T SC -740 12 in (300 mm) 14.70 in (373 mm) 12.50 in (318 mm) N/A SC740EPE12B SC -740 12 in (300 mm) 14.70 in (373 mm) N/A 1.20 in (30 mm) SC740EPE15T SC -740 15 in (375 mm) 18.40 in (467 mm) 9.00 in (229 mm) N/A SC740EPE15B SC -740 15 in (375 mm) 18.40 in (467 mm) N/A 1.30 in (33 mm) SC740EPE18T SC -740 18 in (450 mm) 19.70 in (500 mm) 5.00 in (127 mm) N/A SC740EPE18B SC -740 18 in (450 mm) 19.70 in (500 mm) N/A 1.60 in (41 mm) SC740EPE24B SC -740 24 in (600 mm) 18.50 in (470 mm) N/A 0.10 in (3 mm) NOTE: ALL DIMENSIONS ARE NOMINAL ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1- 888 - 892 -2694. * FOR THE SC740EPE24B THE 24" STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75 ". BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N -12 STUB SO THAT THE FINING SETS LEVEL. TTT • CONSULTANTS: CI OMMENTS: PROJECT: i • CLIENT: Adam Rosen, ■ ■ D Street, Suite C, Clearwater, Florida 33756 10: RIW01,91 NO. I DESCRIPTION I DATE 1 1 REVISED PER DRC COMMENTS 1 02/15/08 JOB NUMBER: 0701015 DATE: FEBRUARY 19, 2008 DRAWING BY: M.BILBAO CHECKED BY: M.PALMER Q.G. REVIEW: M.PALMER STORM CHAMBERS VOTES SHEET NUMBER: '*kl? "II-ke ass '1111� '1111_k8 i J FND 112 IR LB 021 S.E. CORNER LOT 7, BLOCK 2 APMA" PARK P.a 11 Pa 70 *6000= 9010=1=11111111M, LOT 10 BLOCK 27 Ur,e DESCRPnW. LOT I AND THE EAST 2.5 FEET OF LOT 2, MRS NZ AOAUZa SUBDIMWA ACCORDING TO ME MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 25, PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. TOGETHER WITH LOT 2, LESS ME EAST 2.5 FEET AND THE EAST 9 FEET OF LOT J, MRS ME hCWULLEW WBUMIN ACCORDING TO THE 94P OR PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 25, PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. TOGETHER WITH THE EAST 54.5 5 FEET OF THE SOUTH 112 OF BLOCK 8, WALLAWS ADDITION 70 CLEARWAMR, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 6 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. TOGETHER WITH THAT PART OF THE SOUTH 112 OF BLOCK 8 ACCORDING TO IPLOT OF WALLACE AMMON TO CLE4RWAIM FLA. I RECORDED IN PLAT BOOK J. PAGE 6, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY FLORIDA DESCRIBED AS FOLLOWS BEGINNING IN THE SOUTH BOUNDARY OF SAID BLOCK, AT A POINT WHICH IS 200 FEET EAST ALONG SAID BOUNDARY FROM THE SOUTHWEST CORNER OF SAID BLOCK; THENCE EAST ALONG -16JD SOUTH BOUNDARY 60 FEET' THENCE NORTH PARALLEL TO THE EAST BOUNDARY OF SAID BLOCK 159 FEET MORE OR LESS, TO THE NORTH BOUNDARY OF SAID SOUTH HALF OF BLOCK 8, THENCE WEST ALONG THIS LATTERLY NAMED BOUNDARY TO A POINT WHICH IS 200 FEET E45r ALONG SAID BOUNDARY FROM THE WEST BOUNDARY OF S41D BLOCK,• THENCE SOUTHWESTERLY IN A S77WG14T LINE TO THE POINT OF EEWMa TOGETHER WITH THE EAST 34 FEET OF Lffaj3 a)V� THE EAST 9 FEET OF LOT 3, OF AIRS, NZ ktWULLM ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 25, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ADJANCENT BUILDING j616 LOWEST FINISHED FLOOR ELEVATION = 28.15' This property lies within Flood Zone x as depicted on Flood Insurance ADJANCENT Rate Map Community Panel j 1210300108H -Dated. 5 -17 -05 BUILDING BENCHMARK: P.C.D. "HARRIS N- MAP# 770 ELEV.= 33.87'(N.A.VD,) LOWEST FINISHED FLOOR BASE FLOOD ELEVATION, ELEVATION = 30.91' SECTION --L6--TOVINSHIP--:�L -RANGE- 15E BASIS OF BEARINGS: N. R/W LINE OF DRUID ROAD LINE LEGEND: Ck1NTERL1NE-:a_ LE'Gov., &M - 8#rlh-lk CS - Concrete stock CL - C�ta,r.. Cy - C-ml. Monument BOUNDARY LINE -'b REVISED: EUV - ET-�60- FNO - F-nd P - hw P�,* IR - ft- Red ASP - AIftlt LS/' Land Surveyor Regifetkn Number Nlr - Noy & Tob N&O - go;j & Disk BUILDING LINE U.N. Monhols RPM. P --- nnt Reference Uon.M RA - A'ght of Way CONC c-rat. P.C. PaW OF C-f- P.T. - ffne of Tangent P.R.C. Paint Of Reverse Curvature P.C.C. - Palm 01 Compound Cu" Ch, Chord PLAT LOT LINE- OFFICE LOCATION. 1305 - P.P. - F.- Pot. W.M. tat., Meter RAS. - Reiftod Spike RAD. - Rd.s R - Record D - Deed Ardel-d 0 - cdcmed D.B. -Deed Book EASEMENT INE�� CLEAR] P.O. - Ad Book D-R, Of R-onf Rook PC '; Fog, PvW - Fo—j P.O.& PaFM Of 8 P.O.0 Point Of C& t C141t Q-d Peofrj RA Rodi.9 PoOt r Fancy _L POWER LINE NOT VALID WITHOUT - QWn Link P.C,P. - Po-onent C�troj P.4nt P.4 Point of Mtvrecuon P—p— _P_ WOOD. FENCE___6 THE ORIGINAL RAISED GEHDM N07M 1. No in'truments of recent reflecting fights-of-way. and /or ownemhi p o CHAIN LINK FENCL-;:� LICENSED SURVEYOR f..T�od, except w shom Z No r-acV-, or underground knp.t. loc.W -ept as h.-. 3. B WIRE, FEN ---I, PREPARED FOR AND efawHOne are shown, earn alavationa rem eased on N.D.v.O. 1�929 88 2L__ 4. Declarethm it noodo to o6gind pwvh of Na survey. It is not (,oe�oblv to ddiflonal Instit.Uans WATLRIFLOOD'ZONE LIIVE----�, ADAM ROSEN, MD & DEIRDRk or *.b..qmt o- S.y- ftc node no in"zt)'qo� or ftfep-dent ..mh for e.setneMz of RILD, IELDIALENSIO�QTa enannb'ences, restrictive C�nta' =0 two evfdonct *=Dth.ert facts M on 0=rofe and current We 9 mey d7sclose. Twe ft. _ING 6. CF-1546288 -s fwnfstad by Attorney's Me fn�nc# Fund, Inc. and reflected hereon. N. -to, .0- f000td Pt 03 shown. T?,;. Sy 1. plepared for the axd.mv ." of ft-. portlee �OrUrd heraln and 's d to, on. (1) year from Dole of C.,1cv- r Df?IPLINE---, - - - - - - - - - TELEPHONE LINE TOPOGRAPHIC ELEVATIONS COPYRIGHT 0 2007 TARGET znznm� *7" 50 X.05:2 CONTINUOUS GUTTER N1 LEAF GUARD a BAFFLES @ INTERIOR CORNERS (BAKED ENAMEL FINISH) INSTALLED N1 INTERNAL ALUMINUM GUTTER HAN(5ER5 0 2'0r. MAX. - DIMENSIONAL FIBERGLASS SHINGLES YIV E50 YEAR NARRANTY ON (1) LAYER OF 50# FEEL AND STICK UNDERLAYMENT INSTALLED KITH & NAILS PER 5HIN61 r- TOP OF BEAM 1a' -1 AFF 4" HIDE X 4" DEEP X .050 CORRUGATED DONN L!�SPOUT - K/ E5P FINISH - TRU55 DELEGATED ENGINEER SHALL DESIGN NFA TRU55 FRAMING AND SUBMIT 51ONED 4 SEALED REVISION DRANIN65. "JA") OVEN/RBUILD ;�� Q inr fo:12 SLOPE (2) 2X10 LED6FR5 ATTACHED TO HALL W 1/211cp BOLTS EPDXIED 5" MINIMUM HT 20 12 —14 CONTINUOUS BOX GUTTER LEAF 4 SOFFIT P TAIL HT520 W OUARD 4 BAFFLES @ INTERIOR CORNERS A26-451MILAR. 42 4:11 1 INSTALLED W INTERNAL OUTTER HAN6ERS A :2'OC MAX 4 4" X 5" CORRUGATED HT 20 VONNSFOUT5. (BAKED ENAMEL FINISH) MOT ROOF DECKING SHALL BE 5/6" RATED 1 EXPOSURE 1 PLYY400D ATTACHED N1 10d ANNULAR RING SHANK NAILS @ 6" Or, FIELD 4 LEAF GUARD FOR Iml 4" Or- ED&E5 INSTALL A/ H-CLIPS 4 A MINIMUM DIMENSIONAL FIBERGLASS ALL 6UTTER5. 4 IN. 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(EXPANTION -JOINT BETY"1EEN BLOCK 4 FRAME) TO MEET A5TM Cci26. !acale: 1/5" = 4 M 2-X2;2 STONE VENEER TO N12X22 z BE 5ELECITEP 511( FL 1/4'Ixr0IIx2I-0,. Le?"X(p"X515"Xro" LON6 ONNER. . I'Naxic I EFOX"('BOLT5 ((0 5/41, EMB 5ECTION A scale: 1/2" = 1'-7 k—klbq—q scale: 5/4" = 1'-0" — j, 51-011 r_____ I 5F.C.,TION E nn 1 I—All JUN 2 3 2009 L BOLLENBACK BUILDERS -6 E� 0 00 Lo yam' 0') cu cu rTi 00 CD CD cq 0.4 cq U) 6 < = T- to in cc) E < o o" O 4'1 In JUN 2 3 2009 L BOLLENBACK BUILDERS yam' z JUN 2 3 2009 L BOLLENBACK BUILDERS