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2492 BELLEAIR RDOF TION FOR LAND CLEARING & GRUBBING PERMIT SEP11203 0 E VE p o --- •--- •.- -o... A non- refundabl filing3�goo" j ,V4 In accordance with the CommunIN —D property described below. 1. Location of Pr( 2. Project Name: ITY OF CLEARWWATER kNNING DEPARTMENT (727) 362-4741 DATE RECEIPT NO. applicable for 6 months from date of approval. ; Code, I hereby apply for permit to land clear and /or grub the 3. Purpose of clearing and /or grubbing: ANew Construction kDemolition ❑ Tank Removal ❑ Other 4, General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) (G ::2a ttQ V_-ej -C, v m 5. Proposed method of debris disposal ga ul a u324gl� 6. Date you plan to begin work k J, 0 � N 7, Proposed method of soil erosion control !!S 1 8. ® No -Tree Verification Required lffTree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING AND SILTATION CONTROL. FhrI �' c- �2e .2d er or Owners R r'esentcPve Address Printed Name City /� r State �\ Zip 'hGt F -Gi kq .� �S C� c4 « .fin (In Re resentativ s' Firm CY/3 ----L2 A -6 R 65 Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit, �pDO NOT WRITE BELOW THIS LINE Land Resource Comments. �;�fa _IA_ 1„ - Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied Signed: Date: °7 City Manag) or Desi n e CLEEWAR Brian J. Aungst, Mayor- Commissioner Whitney Gray, Vice Mayor- Commissioner Hoyt Hamilton, Commissioner Frank Hibbard, Commissioner Bill Jonson, Commissioner White - Planning Department Yellow - Applicant 1362- 0002 -GC 11-02 s. Ilan 27. 04 04:.43p EN,GINEER:S 8132649929 p.2 is CITY CF CLEARWATER a PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER 1��.° d �Y 7�� Inc)? , 0 2 SITE ADDRESS "19 1 ► r . p"r I PHONE - _ 1q03 OWNER'S ADDRESS 54q &1-K LOCATION OF TREE(S) ON LOT S se PL,1q_!r2 SPECIES AND NUMBER OF TREES) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3,00 for every tree above 5 to be removed is required, REASON FOR REMOVAL: X Construction -See "A" below • Hazardous • Declining • Dear! • Other (Specify) Fee Recd. S Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of I " =20` far single family lots, or 1 " =50' for all others. The site plan must include: a, tJiojor Changes of Grade f. Proposed Number of Parking Spaces j, All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (il) Surveyed Location d, Parking Arrangement i. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1, See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. 1 hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed Is wholly on property owned by the above - identified property owner, and should it be determined that I trees) are locate or partially on property owned by some other person, then, I agree. to hold the City of Clearwoter horml s in any c im mode for wrongful removal of such tree(s). I hereby certify that this application together with any plans sub tiled f true repre of all facts concerning the proposed removal of the tree(s), Any deviatlon from the per ue ' er it null and void and be considered a violation of thelCommunity Development Code, atur ner or a y hafari Associates Inc. led Name city Tampa, FL 33625 /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Required Replacement Trees: Applicable Code Section; '9_/Z0 T__ Based on the Inspector's comments and information submitted, the above removal application is: Q Approved as Submitted AApproved- Modified as Noted Above ❑ Denied Signed: dt'— Date: 71 3,Ze Comm uni Development Coordinator or Designee /Inspector Valid for six months from the date of issuance, urv. — nU...nb.,..a n...,nl....mnn< ConArcc V-11, - Cnnllrmt Rev. 2433 n �J _C. L> cn D O m r an 27 04 04:45p ENGINEERS 8132649929 CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES , s TREE REMOVAL PERMIT NAME OF OWNER -1> SITE ADDRESS .'� 6L?,5 PHONE 727- 6-q cF OWNER'S ADDRESS LOCATION OF TREE(S) ON LOT 7 6SM KA 146 SPECIES AND NUMBER OF TREES) ,73 KBE TO APPLICANT,. A non - refundable fee of $15.00 for up to five trees to be removed, plus $3,00 for every tree above 5 to be removed is required. REASON FOR REMOVAL: Construction eSee "A" below * Hazardous ❑ Declining ❑ Dead ❑ Other (Specify) Fee Recd. $ A) CONSTPUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for ail others. The site plan must include: a, Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g, Proposed Underground Utilities (i.) Diameter of Q.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ih) Surveyed Location d. Parking Arrangement 1. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2, Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during constructlon. The barriers must meet City SpecificotioM. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #11, See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed Is wholly on property owned by the above- idenfified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in ctairn made for v✓rongful removal of such tree(s). f hereby certify that this application together with any pions sub ' ed is ue representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issu d I render it null and void and be considered a violation of the Community Development Code. �Jo,-Yi Pit 4! 9Ar,jc 4, r, o Printed Name f;hafari Associat ®S Inc. Tampa, FL 33625 Agency Representing OCL # Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Slgned'By City Manaqer or his Designated Agent Required Replacement Trees: Applicable Code Section: Based on the Inspector's comments and Information submitted, the above removal application is: ❑ Approved s Submitted Approved- Modified as Noted Above 0 Denied Signed: Date: 2�3 Oo t Community Development Coordinator or Designee /Inspector Valid for six months from the date of issuance. �•�• un.u.. rn.....,i..,. n. n......b,.trncni Can,inao vnM. „.. AvintlrlVlt R9v. 2 -0$ p.5 D C D rst vJan 27 04 04:44p ENGINEERS 8132649929 p.3 �`� R CITY OF CLEAR'WATER - PLANNING DEVELOPMENT SERVICES �—��> TREE REMOVAL PERMIT NAME OF OWNER SITE ADDRESS PHONE — OWNER'S ADDRESS S u T"Aa LOCATION OF TREE(S) ON LOT — SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. REASON FOR REMOVAL' Ib Construction , See "A" below O Hazardous a Declining ❑ Dead a Other (Specify) Fee Recd. $ A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 "=50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j, All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i,) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (II.) Surveyed Location d, Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (tv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2, Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. 0) REPLACEMENTS 1, Tree replacement minimum standards: l0' overall height, 2.5" caliper, Florida Grade #1. See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought 10 be removed Is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholl or partially on property owned by some other person, then, I agree to hold the City of Clearwater horn an m ode for wrongful removal of such tree(s). I hereby certify that this application together with any plans sub itt 'is a true representation of oil facts concerning the proposed removal of the tree(s). Any deviation from the pe d sh er it null and void and be considered a violation of the Community Development Code. _ SQYfmP_ r_ �� Q&n' Signot owner rap Printed Name a ari Associates Inc. Address Tampa, FL 33625 Agency Representing OCL # R!471 Ehrlich 813 -228 -6865 City Phone /Cell Fax DO NOT VMTE BELOW THIS LINE - Not Valid Until Signed By City Managerr or his Designated Agent &P--c Required Replacement Trees: Q- Applicable Code Section: Based on the Inspector's comments and Information submitted, the above removal application is: U Approved s Submitted Approved- Modified as Noted Above 0 Denied Signed: Date: 2 3A4 Communi Developm nt Coordinator or Designee /Inspector Valid for six months from the date of issuance. ..n — ni,...no- n, n i . �m ennn v viM+ , _ Ar�n9rnnS Rev. 2-03 LV cn m iJan 27 04 04:44p ENGINEERS 8132649929 p.4 CITY OF CLEARWATER R PLANNING & DEVELOPMENT SERVICES _ FREE REMOVAL PERMIT qp�= QQ 'IrEA� NAME OF OWNER SITE ADDRESS PHONE '727- 6'q OWNER'S ADDRESS J; V41 LOCATION OF TREES) ON LOT _ SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable fee of $15,013 for up to five trees to be removed, plus $3.00 for every tree above 6 to be removed is required. M REASON FOR REMOVAL; ,Construction ilSee "A" below 0 Hazardous L] Declining 0 Dead 0 Other (Specify) Fee Recd. $ A) CON6TRUCTION ' Ddfe 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s). a site plan is required, This site plan must have a minimum scale of 1 " =20' for single family lots, or i "=50' for all others. The site plan must include: a. Major Chcnges of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground lttilifies (L) Diameter of 4.5' above grade (DOH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way . (ii.) Species e, Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2, Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height. 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement frees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner. I have verified that the tree(s) sought to be removed Is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person. then, I agree to hold the City of Clearwater horml gy, claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans su m is o true representation of all facts concerning the proposed removal of the tree(s). Any deviatlon from the per ed shall render it null and void and be considered a vloiation of the Community Development Code. .41 S' , ure of owner o Printed Name Address City 'Pampa, FL 33625 10101IF3 DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Anent Required Replacement Trees: Applicable Code Section, S-00-50- S Based on the Inspecfor's comments and information submitted, the above removal application is: D Approved at Submitted Approved- Modified as Noted Above O Denied Community)DevelopmcJnt Coordinator or Designee /Inspector Valid for six months from the date of issuance. —0- �t , i a n ., L , m.,m ccnanoo u,n ,.,_ c.+nnnnns Rev. 2-03 z 0 D O m Jan 27 04 04:43p ENGINEERS 8132649929 p.2 ,,u� , CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES a TREE REMOVAL PERMIT NAME OF OWNER DU 1P C O r SITE ADDRESS 2 412 �r I PHONE 727– 6,4-a– 1 OWNER'S ADDRESS -." 14 LOCATION OF TREE(S) ON LOT — SPECIES AND NUMBER OF TREES) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3:00 for every tree above 5 to be removed is required, REASON FOR REMOVAL t C©nstrucfian -See "A" below * Hazardous * Declining O Dead O Other (Specify) Fee Rec'd. S Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site pion must have a minimum scale of 1 " =20' far single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j, All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i,) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii..) Surveyed Location d, Parking Arrangement 1. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces, (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades roust remain intact during construction. The barriers must meet City Specificatiom, B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1, See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, 1 have verified that the tree(s) sought to be removed Is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are locate or partially on property owned by some other person, then, I agree. to hold the City of Clearwater harml in any c im made for wrongful removal of such tree(s). I hereby certify that this application together with any plans sub itted I true repre of all facts concerning the proposed removal of the tree(s). Any deviation from the per ue er it null and void and be considered a violation of the Community Development Code. ,otur ner or a ' ted Name hafari Associates Inc. Address City Tampa, FL 33625 Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Required Replacement Trees: Applicable Code Sectlon: - -r/ZO , - Based on the Inspector's comments and information submitted, the above removal application is: Approved as Submitted AApproved- Modified as Noted Above a Denied Signed Date: A Zo Corn Development Coordinator or Designee /Inspector Valid for six months from the date of issuance, q Ad v. 1k—, - Gnnlirnnt Rev. 2-03 2 O D D m Jan 27 04 04:45p ENGINEERS 8132649929 p.5 9 CITE' OF CLEARWATER - PLANNING & DIVIL®PMENT SERVICIS `FREE REMOVAL PERMIT NAME OF OWNER -0_ e U je2 a -! v SiTE ADDRESS ,a. 4� 9.,5 11 PHONE 127— U �j - IFJ2 OWNER`S ADDRESS fi� -A, LOCATION OF TREE(S) ON LOT SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. REASON FOR REMOVAL: Construction oSee "A" below O Hazardous © Declining Ell Dead U Other (Specify) Fee Recd. $ A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), C3 site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for ail others. The, site plan must include, a, Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks y (il.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2, Protective barriers are required around all trees remaining on site during construction. These barricades must remain Intact during construction. The barriers must meet City Specifications. 8) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height. 2.5" caliper, Florida Grade #1. See Inspectors note below to determine the number of replccement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans sub ed is ue representation of ail facts concerning the proposed removal of the tree(s), Any deviation from the permit issu d I render it null and void and be considered a violation of the Community Development Code. o Printed Name r4Safari Aq iat9s Inc City Tampa, �.. FL ..... 33625 Agency Phone /Cell OCL # DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Required Replacement Trees: Applicable Code Section; Based on the Inspector's comments and Information submitted, the above removal application is: O Approved s Submitted Approved- Modified as Noted Above a Denied Signed: Date: Community Development Coordinator or Designee /Inspector Valid for six months from the date of issuance. l�ev. 2.03 L-04 D Cn DCn rst 4V. Win. NAME C SiTE ADC PHONE OWNER LOCATi( SPECIES CITY OF CLEARWATEk- PLANNING kDEVELOPMENT-SERVICES TREE LREMOVAL PERMIT TO APPLICANT: Anon refundable fee,of S15 � for up to fiveitrees to ,t. _.. b 5t .be REASON FOR REMOVAL' .6-construction, * See' "A" below U Hazardous' U:Deq ping O >Deod 0 otner-(Specify) z O be removed, plus $3.00 for every ree a ove o removed Is required: FeeRee'd: $� Date -A) 0ONSTRUCTION:. 1 For new constriction additions or other modifications f, property,:whichinvolve the removal of a protected trees) a site plan is require-d 'This site plan'.must Have a minimurra scale of 1" 20' forsingle family lots or 1, " =50 for ail others: The Q site plan must include . a Major Changes of'Grade f Proposed Number of Parking Spaces J: All Protected Trees Including `b Structure Locations: g Proposed Underground Ut�hties ¢) Dtarneter.of 4 5' above'grade (DBH) c Dnv'eways and Walks h Zoning Setbacks ,_ r Qi )Surveyed Location - d Parking Arrangement ° i All:easements and Rlghts-ofi.lNay . ,(iii)Species ` e .Required Number of Parking : Spaces ' (iv) Diseased or Insect Infested Trees k Tree. Bamcade Detail & Locations ' - Th' ba j,icades mustfe main: CV„ 2 Protectnre barriers are required around air ale `intact during construction: The barriers must mgi �) REPLACEMENTS ' 1 Tree replacement rnfirnum standards l0' o� determine the number of replacement trees rep I hereby cerfify that as property ovner or as repi to be iemoV;ed Is wholly on.property owned by: 'the trees) are located wholly or partially on pr from icilil6* �g on site dunng construe_ Lion. r 4 ♦ 1 t t, 2;5 °caliper, Flonda Grade #1 See inspectors note below fo lacements required within 30 days = z :ku fit. wk Cni of the property owner I have verified That the trees) sought _ D tl:� tlfi and should if be determined that; by some other, perso' n then :I agree to hold the City of. M. `' �l ofsuch tree(s): I herebyrc:erhfy fiat this appifecition together: oncerning:#he proposed removal:of ifie trees) ` Any deviation C) dered "'.violatlon of the C mmunity:Developmenf Code. •Pgnted.Namer - ;, „Id wl We AvAeo. s Agency Representing: " • OCL Phone /Cell ,b .,,Fax Iiu�. nyllc�rur: vr, rT ,..,,.....,_.�..y..........:•. acs- .- �- •vr.;:�.,_.�..- .,.- - -: -.. - .:..._ _. i ecTOrs orrurie ua,,r - — _ - - r -Applicable Code Section: Based on the inspector's comments and informotion submitted; the above'removal,application is: a Approved as Submitted Approved - Modified as.Noted Above U Denied Signed: Date: W�n Community evelopm nt Coordinator or Designee /Inspector Valid for om t he date of issuance. Rev. 2-03 Iiu�. nyllc�rur: vr, rT ,..,,.....,_.�..y..........:•. acs- .- �- •vr.;:�.,_.�..- .,.- - -: -.. - .:..._ _. i ecTOrs orrurie ua,,r - — _ - - r -Applicable Code Section: Based on the inspector's comments and informotion submitted; the above'removal,application is: a Approved as Submitted Approved - Modified as.Noted Above U Denied Signed: Date: W�n Community evelopm nt Coordinator or Designee /Inspector Valid for om t he date of issuance. Rev. 2-03 a,, 25' 50,6' F, / 4' 3000PSI Concrete Di l Belleair Commons Lot 2 Site Plan Covered Entry 22,67' --� — P ' Single 3 Family 11. 3 Residence F.F. 15.50' 28,7 ' 18. 7' 30" 3' x 5' Flare 48.67' -97.90' C C ov EFL oZi U . •o N a� mJ X5,1 �U o U) I a 1'� M a a o M LO a North Scale I 1' =20' .f JUN 2 5 '2004 1�CESDCPT Lot 3 APPLICATION FOR LAND CLEARING & GRUBBING PERMIT Q ^ _ ° CITY OF CLEARWATER - T _.__...._.. __._........r. 99��TEa�`Q� PLANNING DEPARTMENT. (727) 5624741` ..' �. DATE; �aj Ole ` RECEIPT NO. A non - refundable filing fee of 510.00 is required. Permit apply ie for.:b..months from date of approval. In accordance with the Community Development Code, I hp permit to :Iclnd clear and /or grub the property described below. 1. Location of Property: � .7'R ?, 'B" co 5 �� 2. Project Name: -- S eg�-Y Cz-MMo�C S IA.h 3. Purpose of clearing and /or grubbing: ErNew Construction U Demolition ❑ Tank Removal 0 Other 4, General description of existing vegetation, topography, and Surf000 wetter (including all existing and /or proposed 5. ditches, canals, and swales) 7. Proposed method of soil erosion control 1+ i=eAxe, 8. a No -Tree Verification Required ❑ Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. 0 Sip"Iture of Owner or Owners r4&& t � � Printed Name d Tess c.Je A BL P�. 33 7t1qS ZStat Zip Represent es' Firm Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE Land Resource Based on the above, comments and information submitted, the above clearing & grubbing application is: O Approved As Submitted PYApproved - Modified As Noted Above ❑ Denied Signed: City Manager or Designee Date:J CLF.ARWA'TI ��- Frank Hibbard, May NEW SFR Bill Jonson, Vice -Mayor John Doran, Councilmember Hoyt Hamil 1362- 0002 -GC white - PlanningDepartment BELLAIR COMMONS Zoning: MDR atlas# 3178 m CA CLF.ARWA'TI ��- Frank Hibbard, May NEW SFR Bill Jonson, Vice -Mayor John Doran, Councilmember Hoyt Hamil 1362- 0002 -GC white - PlanningDepartment BELLAIR COMMONS Zoning: MDR atlas# 3178 m CA APPLICATION FOR LAND CLEARING &GRUBBING PERMIT �- �` CITY OF CLEARWATER PLANNING DEPARTMENT (727) 562.4741 DATE 1►,,i s `!I�L�CEIPT O. A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described htnlnw 1. Location of Pror 2. Project Name: 3. Purpose of clearing and /or grubbing: 9-Kew Construction ❑ Demolition ❑ Tank Removal U Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) GPI Pra-) �j l ewe.,), N/ �44rr P—/D(,),5 - CQM 5. Proposed method of debris disposal DUM Ps r ekjA-'� r 6. Date you plan to begin work 211 Or 7. Proposed method of soil erosion control ► 1+ Fe^x-e, 8. ❑ No -Tree Verification Required dfree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Sig re of owner or owners Re resentative A dr ss � 1� . , tea F.Y. :5,96-,T- Printed Name city Stat Zlp RReep��ressentativ ' Firm l lelep Cell y �� Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted AApproved - Modified As Noted Above ❑ Denied Signed: Date: 3 I ? t O City Manager o Designee'= = _ _ _ t- cLBARWA" BCP2006 -01464 Bill Jonson, Vice -Mayor John Doran, Councilme Frank Hibbard, May NEW SFR mber Hoyt Harrill White - Planning Department BELLAIR COMMONS is62 0002 �c Zoning: MDR atlas# 317B -O m 3 I� 1 • ■ f CITY OF CLEARWATER - PLANNING & DEVELOPMENT-SERVICE M. - TREE REMOVAL PERMIT�f A. i M ' JA NAME OF OWNER I' t J IAJ SITE ADDRESS 15:72 ntArlis PHONE OWNER'S ADDRESS LOCATION OF TREES) ON LOT SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. • Dead • Other (Specify) Fee Rec'd. $ Date 0 A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which Involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must Include: a. Major Changes of Grade f. Proposed Number of Parking Spaces J. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities Q.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement 1. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the per it 71 shall rend r it null and void and be considered a violation of the Community Development Code. ign re of owner or. cant Printed Name V p lonv L fl. Address I O eAcw p4e/. F.1. 3-37/-al Cty State Zip DO NOT WRITE BELOW THIS LINE - Not Valid Until Required Replacement Trees: Applicable Code Section: � ZQ= Agency Representing OCL # 2,27-4W-356 Phone /Cell Fax ned By City Manaaer or his Desianated Accent °° BCP2006 -01464 NEW SFR BELLAIR COMMONS Zoning: MDR Based on the Inspector's comments and information submitted, the ❑ Approved as Submitted Approved - Modified as Noted Above atlas# 317B ❑ Denied Si gne Date: t 0 -, Communi Develop ent Coordinator or Designee /Inspector Valid for dx months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow -Applicant Rev. 2-03 �z 0 1 Q r Cn D m APPLICATION FOR LAND CLEARING & GRUBBING PERMIT�� CITY OF CLEARWATER 99yAtEa�� PLANNING DEPARTMENT (727) 562 -4741 DATE RECEIPT 60. A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the no property described below. 3 1. Location of Property: 2. Project Name: UL411 jp,, i 5 3. Purpose of clearing and /or grubbing: New Construction ❑ Demolition 0 Tank Removal 0 Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed n ditches, canals, and swales) t-"1. a4- (-1 I A L^ 5. Proposed method of debris disposal 6. Date you plan to begin work V1 5' 7. Proposed method of soil erosion control S; 1.�- 8. 0 No -Tree Verification Required XTree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Representatives' Firm Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW T_Hl$ LINE -,, Land Resource Comments: Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted j Approved - Modified As Noted Above ❑ Denied Signe -� �-+ _.c Date: City Manager r.esignee t CLEARWATER Brian J. Aungst, Mayor Frank Hibbard, Vice -Mayor Hoyt Hamilton, Councilmember Bill Jonson, Councilmember Carlen A. Petersen, Councilmember 1362-0002 -GC . White - Planning Department Yellow - Applicant 9-04 Ste`•. CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES 9 Q TREE REMOVAL PERMIT TE NAME OF OWNER I vi SITE ADDRESS 2E� PHONE 7 3 OWNER'S ADDRESS ^�;Zz:4z 6 1 LOCATION OF TREE(S) ON LOT SPECIES AND NUMBER OF TREES) C /L u:'D 14 , 6, REASON FOR REMOVAL: CConstruction *See "A" below • Hazardous • Declining • Dead • Other (Specify) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. Fee Rec'd. $ ` A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities Q.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i.' All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: l0' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - Identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted Is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the rmit issued shat ender it null and void and be considered a violation of the Community Development Code. Sig Lure of owner or applicant / Printed' dame d' Address Agency Representing OCL # City State Zip T- —r Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent .. Required Replacement Trees: Applicable Code Section:.._ �l Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted AApproved- Modified as Noted Above ❑ Denied Date: o Community evelopMejtit Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03 Z 0 W Q C� U� 5 D O m p Jan 27 04 04:44p ENGINEERS 8132649929 p.4 0 S;" CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES a TREE REMOVAL PERMIT 9 =�04 iER- NAME OF OWNER SITE ADDRESS PHONE 7 - _ _ -- OWNER'S ADDRESS LOCATION OF TREE(S) ON LOT of Cc FL646 SPECIES AND NUMBER OF TREE(S) PAMT0 Az ;,,P TO APPLICANT: A non - refundable fee of $15,00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. n REASON FOR REMOVAL: XConstruction •See "A" below ❑ Hazardous Q Decllning 0 Dead U Other (Specify) Fee Recd. $ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required, This site plan must have a minimum scale of 1 " =20' for Single foMlly lots, or 1 "-50' for all others. The site plan rnusf include: a. Major Chcnges of Grade ;. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (D8H) e, Driveways and Walks h. Zoning Setbacks (ii,) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way . (iii.) Species e, Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. i hereby certify that as property owner or as representative of the property owner. I have verified that the tree(s) sought to be removed Is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, 1 agree to hold the City of Clearwater hcrmy claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plors sis a' rue representation of all facts concerning the proposed removal of the tree(s). Any deviation from the per all rend er it null and void and be considered a vlolation of the Community Development Code. �.� Al S re of owner o Printed Name t3hafari Associates Inc. Address "+af a 6' q+ ,IV f , t 4%J. Tampa, FL 33625 Representing 101010 ox DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Required Replacement Trees: Applicable Code Section: Based on the Inspector's comments and Information submitted, the above removal application is: Approved a Submitted Approved- Modifled as Noted Above a Denied Signed: pate: �� /act Community Developm f Coordinator or Designee /Inspector Valid for six months from the date of issuance. vn"n..,_ nnrAnnnt Rev. 2.03 z Q 9, D O m CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT a NAME OF OWNER `REASOWOR-REMOVAL: SITE ADDRESS r „J , f r �O.Constnaction PHONE - �jo ti •See'A below' OWNER'S ADDRESS ,ar ' v Hazardous LOCATION OF TREES) ON LOT ❑ Declining SPECIES AND NUMBER OF TREE(S)� ! -i._, ❑ Dead _ ❑ Other (Specify) TO APPLICANT: A non - refundable fee of $15.00 for p five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. Fee Rec'd. $ A) CONSTRUCTION Date 1. For new construction, additions . or other modifications of a property which involve the removal of a protected tree(s), a site plan Is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must Include: a. Major Changes of Grade f. Proposed Number of Parking Spaces J. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (I.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement 1. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: l0' overall height, 2.5" caliper, Florida Grade #1. See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued Pall render it ull and void and be considered a violation of the Community Development Code. � r ,%&A (.1 ,, � e, Slgna o owner or applicant Printed Name _ ) Y7S Bwts br Address Agency Representing OCL # C.4c ✓ndc r City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Desianated Agent Applicable Code Section: 25 - %2 Based on the Inspector's comments and Information submitted, the above removal application is: U Approved as Submitted as Noted Above O Denied Signed: ��-e/� Date: j 0 (O Community D velopmetit Coordinator or Designee /Inspector Valid for ix months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow- Applicant Rev. 2-03 a'• SEAIpm�� 99tiAtEA-�� APPLICATION FOR LAND CLEARING & GRUBBING PERMIT A4. CITY OF CLEARWATER PLANNING DEPARTMENT (727) 562 -4741 DATE '.,.. .,Z N g RECEIPT NO. A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the. property described below. 1. Location of Property: 2. Project Name: a a 3. Purpose of clearing and /or grubbing: New Construction ❑ Demolition ❑ Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) P771 &i *re�.S � k_ t' 'l��J�' % �1 5. Proposed method of debris disposal b. Date you plan to begin work V_"� 7. Proposed method of soil erosion control�r. 8. ❑ No -Tree Verification Required ❑ Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. - . DI" Sign u/�rJe/ /�o/f� Oy.p}wner or O`ywners Representative A dress qJ 6 ( °`' fS� Printed Name City State Zip Rep_re tives' IF0 07— 3 G Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS INE Land Resource Comments:,!�� _ "->�` f� Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied I �- -�- Signed. ''�� Date: `? City Manager or ke- signee CLEARWATER Brian J. Aungst, Mayor. Frank Hibbard, Vice -Mayor Hoyt Hamilton, Councilmember Bill Jonson, Councilmember Carlen A. Petersen, Councilmember 1362 - 0002 -GC . White - Planning Department Yellow - Applicant 9-04 Jan 27 04 04:44p ENGINEERS 8132649929 p.3 a CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER K -C,--E i SITE ADDRESS r PHONE OWNER'S ADDRESS LOCRON OF TREE(5) ON LOT -= - SPECIES AND NUMBER OF TREES) RTM TO APPLICANT: A non - refundable fee of $15.04 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. REASON FOR REMOVAL Construction sSee "A" below U Hazardous u Decuning 13 Dead Other (Specify) Fee Recd. $ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 "=50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i,) Diameter of 45 above grode (DBH) c, Driveways and Walks h. Zoning Setbacks (II.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way . (Iii) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. 0) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 23" caliper. Florida Grade #1. See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as.property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed Is wholly on property owned by the above identified property owner, and should it be determined that the tree(s) are located wholl or partially on property owned by some other person, then, I agree to hold the City of Clearwater hormle ' an mode for wrongful removal of such tree(s). I hereby certify that this application together with any plans sub itt is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the pe ed sh er it null and void and be considered a violation of the Community Development Code, S QYn P r,� 41 1� ha 4.A3' _ Signot owner rap Inc. Printed Name a arr Associates (c. Qui Tampa, FL 33625 Agency Representing OCL # City YOTe flkF Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent J` Required Replacement Trees: Q— Applicable Code Section: Based on the Inspectors comments and Information submttted, the above removal application is: O Approved s Submitted Approved- Modified as Noted Above O Denied Signed: Dote: �Z 6 A � Communi Developm nt Coordinator or Designee /inspector Valid for six months from the date of issuance. .—. ni o, n i . nm Cc an ne Vn11 w'_ Cnn4rnnt Rev. 2-03 O D D O m Ste'` CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER 71W /4 SITE ADDRESS PHONE OWNER'S DRE LOCATION OF TREE(S) ON LOT :ijttttl�i� TREE(S) l %6t r) ) �07'" 1� REASON FOR REMOVAL: G A D K iIuu�.� V ter -.��. T+�PP1L`= - fundable fee of $15.00 for up to five trees to (� NO �QQ b ved, plus $3.00 for every tree above 5 to be re is required. ❑ Construction 4>e "A" below ❑ bl6zardous eclining • Dead • Other (Specify) 'd. $ of a protected tree(s), " =50' for all others. The Fee Re c Date BEVEL®PM;_;WN"RWbPNDEPT G lYb 4jj&0r Wla *Atr_s__#Ion, ditions or other modifications of a property which involve the removal a Siree p I rs equiY&I `Ws ite plan must have a minimum scale of 1"=20' for single family lots, or 1 site plan must include: z O a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. Cn I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought y to be removed is wholly on property owned by the above - identified property owner, and should it be determined that m the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a truer sentation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit i ued shajwnder it null and void and be considered a violation of the Community Development Code. A, Sia'ndtiire 6f6wn4or al5plicant Printed Name C A n y Representing OCL # �r 0 6--60! Phone /Cell L'/ C� t Fax Sri ❑ Approved as Submitted submitted, the above removal application. is: or Designee /Inspector 1362.0001 -GC White - Planning & Development Services Yellow- Applicant Rev. 2-03 ND CLEARING & GRUBBING PERMIT A non - refundable OF CLEARWATER 4ING DEPARTMENT ►27) 6624741 DATE 7 - l-2 -0V RECEIPT NO. is required. Permit applicable for 6 months from date of approval. In aCCOrdaMce with the Communify Development Code, I hereby for permit to land clear and /or grub the property described below. 1. Location of Property: , a 2. Project Name: 3. Purpose of clearing and /or grubbing: A New Construction ❑ Demolition O Tank Removal Ci Other 4. General description of existing vegetation, topogra hy, and surface water Oncludhoill'existing and /or propose( ditches, canals, and swedes) a Y L� Wee V, 6.c P aoa - 0 9'.- 5. Proposed method of debris disposal N e a w a 6. Date you plan to begin work w°✓ K it 0 V. X00 3 7. Proposed method of soil erosion control 8. ❑ No -Tree Verification Required D Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12: R REGARDING TREE POTECTION DURING CONSTRUCT10N AND ARTICLE 3, DIVISION 7, 'OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. signature of Owner or Owners R presentative Address Printed Name city scot ZJp Representatives' firm 7a 7 - NV -iyo.0 ?a7- orgcf -8'aa 1 Telephone Cell' Applicant must Include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. - DO NOT WRITE BELOW THIS LINE Land Resoprce Comments: Based on the above comments and information submitted, the above clearing & grubbing application is: 0 Approved As Submitted kApproved - Modified As Noted Above C! Denied Signed: - -�J` -- City Monoger or esignee Date: 1�( CLEARWATER Brian J. Aungst, Mayor- Commissioner Hoyt Hamilton, Commissioner Whitney Gray, Commissioner Frank Hibbard, Commissioner 1362- 0002 -GC White - Planning Department Yellow - Applicant Bill Jonson, Commissioner m 3 C) I d' 77,.Belleair Commons C IsLot 10 C° ite Plan NOV. 0 5 1004 E 0 _ UV) (oAL :.OPMENI DEP1 O S 4' Concrete Sidewalk s m J 4' 3,000PSI =: 3 x 5 Concrete Drly ':_ _ Flare 58.67..— .._.. —. oo ° Single Family N Resid nce 21 S7' .r' I to 4 F.F. X15,50' °° Ee v m a 15 9.17 ?005711) -222 . North Lot 10 ' S' 4 I Scale: 1564 BURNS ®R SCP2004 ®072674 CHANGING ADDRESS TO 1596 BURNS DR BELLEAIR COMMONS Zoning: atlas# 317B 1596 BURNS ®R BC P2004- 07267A � C PLAN AMEND: CHANGE ADDRESS TO 1596 BURP BELLEAIR COMMONS j Zoning: atlas# 317B at. iqt% 47 t ?'�SI�`•� a CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES ° TREE REMOVAL PERMIT NAME OF OWNER '% SITE ADDRESS PHONE 7 .27• OWNER'S ADDRESS LOCATION OF TREE(S) ON LOT — SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable be removed, plus removed is reauir( L o t' every tree abc NOV 0 5 2004 to A) CONSTRUCTION L,,4.i, �ra „.�i" 1. For new construction, additions or ail .rt3btti b°ns of a fopeitiTl a site plan is required, This site plan mu p. site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces b. Structure Locations g. Proposed Underground Utilities c, Driveways and Walks h. Zoning Setbacks d. Parking Arrangement i. All easements and Rights -of -Way e. Required Number of Parking Spaces REASON FOR REMOVAL: KConstruction •See "A" below ❑ Hazardous ❑ Declining ❑ Dead ❑ Other (Specify) Fee Rec'd. $ Date Involve the removal of a protected tree(s), single family lots, or 1 " =50' for all others. The j. All Protected Trees Including: (i.) Diameter of 4.5' above grade (DBH) ql.) Surveyed Location (ill.) Species (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note . below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued shall render it null and void and be considered a violation of the Community Development Code. Signature of owner or applica nt Printed Name .%5-1 Cl l�g ✓ /� el yy ® ooP�'YiJi -, �,/(, eoeef CGC do33d3 Address Agency Representing OCL # P`wl /qi )`lw Ft 7 370/ 7.2 7- d 01 8221 7a7- fV1/ d /l7 City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Sianed By City Manaaer or bis Designated Aaerlt a Required Replacement Trees: Applicable Code Section _ 4 Based on the Inspector's comments and Information submitted, the above removal application is: ❑ Approved a Submitted ❑ Approved- Modified as Noted Above ❑ Denied r Signe Date: , Communi DevelopJn4nt Coordinator or Designee /Inspector Valid for si onths from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2 -03 • '1 CA D m R - PLANNING & DEVELOPMENT SERVICES REMOVAL PERMIT NAME O 0�. � m +c � ,v OWNER'S PHONE ' 2 SITE ADDRESS t LOCATION OF TREE(S) ON LOT \-,e g- - SPECIES AND NUMBER OF TREE(S) i TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. Fee Rec'd. $ Receipt # A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (III.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 12' overall height, 4" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans s e a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permi 'slue all render it null and void and be considered a violation of the Community Development Code. SCLYVIeV- A(6 V Ignature e r applicant Printed Name 53-7 -), F��( �L. P �- Address Agency Representing OCL # City State Zip Phone Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Sianed By City Manaaer or his Designated Agent Required Replacement Trees: Applicable Code Section: -3 -Q -6 Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted XApproved-Modified as Noted Above ❑ Denied Signed: -"_l Date: Z /3�=I Communi Develo ent Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 4 -01 z O O ORIDA G. R Nw..v2984 L Ir LOT INV. 11.46 p ri y INV• 11.47 19 TWP. 29 S, RNG. 1G E. y. PLOT PLAN SKETCH ONLY NOT A BOUNDARY SURVEY SEC. L O T 4 N LOT 5 x PATIO xh, ��, ^' INV: 11.43 POOL AREA ^�a BELLEAIR COMMONS SUBDIVISION y, BEARING BASIS: THE WEST BOUNDARY Of LOT 5 BEING N ,h 0 SIDEWALK .PINELLAS COUNTY, FLORIDA. SIDE YARD SWALE 01'08'33" E a SBM = 3____.% NORTH RIM 1L THIS SURVEY IS SUBJECT TO ANY FACTS THAT ti MANHOLE MAY BE DISCLOSED BY A FULL AND ACCURATE I LINE TABLE T 1 \�I TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. THIS LOT LIES IN FLOOD ZONE "X ", PER FLOOD RATE L2 N 01 °08'33" E 24.00'(P )(F) MAP NO. 12103CO128G. COMMUNITY PANEL NO. 125096 L3 N 88 °51'27" W 70.50' P F 0128 G, EFFECTIVE DATE 9/3/03, NATIONAL FLOOD UNDERGROUND FOOTER, STEM WALL, AND INSURANCE MANAGEMENT AGENCY. REFERENCE BENCH MARK: BENCH MARK #1224 BREEZE H, LINE TABLE CURVE C2 HAVING AN ELEVATION OF 12.21 FEET. ALL ELEVATIONS L4 S 89.49'45" E 20.09• P RADIUS= 12.60'(P) UNDERGROUND UTILITIES ARE NOT LOCATED OR ARE BASED ON NORTH AMERICAN VERTICAL DATUM 88 L5 N 53.10'09" E 35,12' P DELTA = 93'3V'5 -(P) (NAVD88) L6 N 40'28'42" W 17.61' P ARC = 20.59' P M L7, NORTH 5.00( CHORD = 18.3j P. SHOWN. N 06'20'43° (P) CURVE Cl 11 ®��R)�P�� ®�° RADIUS- 9.00' P) CURVE C3 DO NOT SCALE THIS PRINT. DIMENSIONS AND RADIUS= 4.98' P DELTA = 3759( 55 "(P) � � j CHORD g 5.86TP7 ARC = 11.50(P) . SUBDIVISION ", AS RECORDED IN PLAT BOOK 128, PAGE(S) N 72.10.12 E(P) CHORD = 9.11'(P ) NOTES TAKE PREFERENCE. N 2504'4 E(P) 4 -5, OF THE .PUBLIC RECORDS OF PINELLAS COUNTY, �� FLORIDA. w J APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 125096 0128.G EFFECTIVE DATE: 9/3/03 DESCRIPTION NOT CONTAINING PLAT BOOK AND LEGEND: PRELIMINARY DRAWING: a F /C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP- FOUND IRON PIPE, FIR- FOUND IRON ROD, FN&O- FOUND NAIL B DISK, FPP- FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.a MASONRY, OR- OFFICIAL RECORD BOOK, PB- PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM- PERMANENT PAGE INDICATES THAT PLAT IS IN REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR =SET 1/2• IRON ROD B CAP No. 4493, SNB.O= SET NAIL $ DISK, TBM= TEMPORARY BENCHMARK, THIS PLAN IS FOR PERMITTING PURPOSES (n JOHN R. BEACH & ASSOCIATES, INC. SURVEYORS AND MAPPERS PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REVISION. Checked By. JRB� ONLY, NOT FOR CONSTRUCTION. VERIFY 911 WEST ST. PETERSBURG DRIVE �(� - • s,` ONE OLDSMAR, FLORIDA 34677 WAY (813) 854 -1276 FAX (813) 855 -8370 ALL DIMENSIONS BEFORE ANY CONSTRUCTION. Scale: 1 " = 30' CERTAIN DATA SHOWN HEREON BASED ON i 11 , THE SIGNATURE AND Date: L LAN 4 18 0 JB ENGINEERING PLANS PROVIDED BY CLIENT. , _ A LEGEND: —Alt— = PROPOSED DRAINAGE FLOW • , (00.00) = PROPOSED GRADE E -00.00 = EXISTING GRADE NOTES, LOT GRADING TYPE = 8 PROPOSED PAD ELEVATION = 15.00' FRONT SET BACK = 25' SIDE SET BACK = 5 REAR SETBACK = 5' ; SBM U N R L A T T E D FCM 4 0X4" NO ID EL : 13.53 I 1 x ,) SIR /C 1/2 ',^,' ^ S 89 018 X53" E(F) x,5ro � 9 42 E J. 17 5 '(P �6 FENCES .� r 6 VINYV FENCE 6 ....... , A: 4' cox FENCES 0.5'S ... 10. 00 � � ... .. ......... ... . 1 h. . '. 0.3�N.2.4'W 0.5'N _ 2 r m.. { �y 39.55' 0.2'S,2.9'W Q_ �- t --► a D„ w (V � (., � fl �� o X PROP ED PLAIT r 4^ �h d to X56 a 2052 v°i °a� GARNAGE LEFT s 14" 1 `1ti `` O v tai 4J a N lA 1'- O M L O T O j _j 39.22' Q 00 0 LL. a _ o : 16.00' 24 t \ 3 I ELECTRIC BOX (ABOVE GROUND) Z N :1, - � . TOP OF BANK- Z to } O CABLE BOXY :ELECTRIC (FLUSH BOXY TH GROUND N L4 C� �^ r a ^4�-Z 10' Pub c UTILITY 6 X SIR /C 1/2- LIGHT PDLE 41,42' SM'T. y- , DRAINAGE h° ESM•T. ti 1" METAL WATER PIPE '�' h` 3 a SIR /C 1/2" N N 1" PVC WATER PIPES BURNS DRI VE tih ASPHALT PAVEMENT NY - _ - - — _,"' _. _ _.. R/W WIDTH VARIES -- �X 13.5 13.35 1�Yd/� t .y9 'jp SIR /C, 1/2" L1 / SIR /C 1/2- �o ,�^�• ,�y`° x , h�xaa ,,yh ti ^�ti ,"� io' PUBLIC UTILITY ESAO'T. ti N ORIDA G. R Nw..v2984 L Ir LOT INV. 11.46 p ri y INV• 11.47 LIVING AREA y. ENTRY x p , 12" PVC . GARAGE L O T 4 N COVERED LANAI x PATIO xh, ��, ^' INV: 11.43 POOL AREA ^�a CONC. DRIVE y, A/C & CONC PAD ,h 0 SIDEWALK = 82 --SQ. FT. SIDE YARD SWALE ,h 1p A CONSERVATION AREA = 8 _ SQ. FT, SBM = 3____.% NORTH RIM 1L 67__y SANITARY MANHOLE EL: 13.60 I LINE TABLE L1 N 88 °51'27" W 46.99'((P)}((F)) THIS LOT LIES IN FLOOD ZONE "X ", PER FLOOD RATE L2 N 01 °08'33" E 24.00'(P )(F) MAP NO. 12103CO128G. COMMUNITY PANEL NO. 125096 L3 N 88 °51'27" W 70.50' P F 0128 G, EFFECTIVE DATE 9/3/03, NATIONAL FLOOD INSURANCE MANAGEMENT AGENCY. REFERENCE BENCH MARK: BENCH MARK #1224 BREEZE H, LINE TABLE CURVE C2 HAVING AN ELEVATION OF 12.21 FEET. ALL ELEVATIONS L4 S 89.49'45" E 20.09• P RADIUS= 12.60'(P) ARE BASED ON NORTH AMERICAN VERTICAL DATUM 88 L5 N 53.10'09" E 35,12' P DELTA = 93'3V'5 -(P) (NAVD88) L6 N 40'28'42" W 17.61' P ARC = 20.59' P L7, NORTH 5.00( CHORD = 18.3j P. N 06'20'43° (P) CURVE Cl ®��R)�P�� ®�° RADIUS- 9.00' P) CURVE C3 RADIUS= 4.98' P DELTA = 3759( 55 "(P) � � LOT 5, MAP OR PLAT ENTITLED "BELLEAIR COMMONS ARC = 5.97 P)) DELTA = 132'1 ' "(P) CHORD g 5.86TP7 ARC = 11.50(P) . SUBDIVISION ", AS RECORDED IN PLAT BOOK 128, PAGE(S) N 72.10.12 E(P) CHORD = 9.11'(P ) N 2504'4 E(P) 4 -5, OF THE .PUBLIC RECORDS OF PINELLAS COUNTY, �� FLORIDA. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 125096 0128.G EFFECTIVE DATE: 9/3/03 LEGEND: (C) = CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, ;.- CENTERLINE, A /C= AIR CONDITIONER, B /C= BACK OF CURB, C /S= .CONCRETE SLAB. CH= CHORD. CHB- CHORD BEARING, CLF- CHAIN LINK FENCE, CONC- CONCRETE. COV.- COVERED. E /P= EDGE OF PAVEMENT, ESM'T- EASEMENT, F /C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP- FOUND IRON PIPE, FIR- FOUND IRON ROD, FN&O- FOUND NAIL B DISK, FPP- FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.a MASONRY, OR- OFFICIAL RECORD BOOK, PB- PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM- PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR =SET 1/2• IRON ROD B CAP No. 4493, SNB.O= SET NAIL $ DISK, TBM= TEMPORARY BENCHMARK, U /P= UTILITY POLE, W /F= WOOD FENCE ` JOHN R. BEACH & ASSOCIATES, INC. SURVEYORS AND MAPPERS Grown y. DMAX /JBS Checked By. JRB� 911 WEST ST. PETERSBURG DRIVE �(� - • s,` ONE OLDSMAR, FLORIDA 34677 WAY (813) 854 -1276 FAX (813) 855 -8370 , Y �1. a a % ` Scale: 1 " = 30' i 11 , THE SIGNATURE AND Date: L LAN 4 18 0 JB rN37VAL�DIWAfTHOUT E ORGNL RAISED SEAL OF A FLORIDA SURVEYOR AND MAPPER , _ A J N , eCENSED ORIDA G. R Nw..v2984 L Ir LOT 10892.91SQ. FT. LIVING AREA =2298 _ -SO. FT. ENTRY =-65---SQ. FT. GARAGE = 552 - -SO. FT. COVERED LANAI =_2200 _ -SQ. FT. PATIO = N A S�. FT. POOL AREA - N A —_SO. FT. CONC. DRIVE 439 - -SQ. FT. A/C & CONC PAD 12 SO. FT. SIDEWALK = 82 --SQ. FT. SIDE YARD SWALE = 813 SQ. FT. A CONSERVATION AREA = 8 _ SQ. FT, LOT OCCUPIED = 3____.% AREA TO IRRIGATE 67__y PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 15.80' GARAGE AREA: ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988. MEAN SEA LEVEL= 00.00 FT. Feet: 10892.91 1123482 d for and certified to: I" PLOT PLAN LOT 5 BELLEAIR COMMONS SU9DIVISION PINELLAS COUNTY, FLORIDA. SKETCH ONLY NOT A BOUNDARY SURVEY SEC. 19 TWP. 29 S, RNG. 16 E. BEARING BASIS: THE WEST BOUNDARY OF LOT 5 BEING N 01'08'33" E THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE T TITLE SEARCH. ALSO SUBJECT TO SETBACKS. EASEMENTS AND RESTRICTIONS OF RECORO.i UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR n SHOWN. 00 NOT SCALE THIS PRINT. DIMENSIONS AND r NOTES TAKE PREFERENCE. W DESCRIPTION NOT CONTAINING PLAT BOOK AND J PRELIMINARY INDICATES THAT PLAT IS IN PRELIMINARY DRAWING: 0 PRELIMINARY STAGE AND IS SUBJECT TO THIS PLAN IS FOR PERMITTING PURPOSES CHANGE AND/OR REVISION. ONLY, NOT FOR CONSTRUCTION. VERIFY t ALL DIMENSIONS BEFORE ANY CONSTRUCTION. CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. LEGEND: -\AA -> PROPOSED DRAINAGE FLOW (00.00) = PROPOSED GRADE E -00.00 = EXISTING GRADE NOTES: LOT GRADING TYPE = 8 PROPOSED PAD ELEVATION = 15.00' FRONT SET BACK = 25' SIDE SET BACK = 5' REAR SETBACK = 5' SBM U N R.I. A T T E D FCM 4 "X4" NO ID EL: 13.53 X Nx X11 SIR /C 1/2 ".,)- �- S 89 0 8X53' E(F) X x 5� 9 42 " E 17 5 ' (P uN r e' W FECE FENCES 4 X h FENCES to ....... 0.5'S .. 10.00' L . ..... ...... ...... 0.5'N _ 2 n -� ^h. 39.55' 0.2'S,2.9'W ��. v 0„ a ?EN W 68' -0" �,,, N t' f v� 1 x .,'S N- cO 25 °� 1 OD o x PROP ED PLAN 7 4,. �� h� ^ z to 2052 D x`,/ v o �6 14" GARAGE LEFT _ U W ❑ n O M L 0 % .... .. .... 3 0 Q _1 9.22' r / y j p 10,40 s , '~ ° 24 0- .0 \ ELECTRIC BOX a a vii Z (ABOVE GRWND)Z c�v: eh �. _/ , a TOP OF BANK 10 I:0 ELECTRIC Box .- CABLE box _1 (H TH GROUND C4 S S L G� ' 0 O ri o X z E/P: 2.1' —_ N 0 x PRIVATE o° n SIR /C 1 /2" 10' PUB c UTILITY SM'T. ^�- DRAINAGE °�' m 0 0 LIGHT POLE 41.42' �� ESM'T. y 1' METAL WATER PIPE '�' h� 3 p SIR /C 1/2" N 6 I' PVC WATER PIPES �h. BURNS DRl 1 /E 1hti / tih ASPHALT PAVEMENT °�^ _. - _ R/W WIDTH. VARIES -- - - - - �X _ .- -� _ FENCE - - - - - 13.5 13.35 ^ ^ti 1y 1.7'W/+ " p 1 X 'I, u S!R /C 1/2" `? �,' SIR /C 1 /2 I•-1 b. ^� _ X---_ 10' PUBUC UTILITY ESM'T` — INV; 11.46 � rt, �o a ,V) yti IN V 11.47 X r'1 1� 9 J �p 12" PVC vs "�� L 0 T 4 R x INV: 11.43 of X 1IeN SBM NORTH RIM �1 SANITARY MANHOLE EL: 13.60 LOT __ 10892.91SQ. FT. LIVING AREA _2298 _SQ. FT. ENTRY 65 _..__$Q, FT. GARAGE =552 - -SQ. FT. COVERED LANAI =- 200-- -SQ. FT. PATIO = N A_ SO. FT. POOL AREA N A -__SQ. FT. CONC. DRIVE —439 FT. —SQ. LINE TABLE A/C & CONC PAD _ 12 --- SO. FT. L 1 N 88 °51 ' 27" W 46.99' P F SIDEWALK =8? .NSQ. FT. THIS LOT LIES IN FLOOD ZONE -X", PER FLOOD RATE L2 N O 1 °08' 33" E 24.00' P F SIDE YARD SWALE = 413 —SO. FT. MAP NO. 12103CO128G . COMMUNITY PANEL NO. 125096 L3 N 88 °51 ' 27" W 70.50' P F CONSERVATION AREA _- _N� _SQ. FT. LOT OCCUPIED 3____.% 0128 G, EFFECTIVE DATE 9/3/03, NATIONAL FLOOD AREA TO IRRIGATE = 67___/e INSURANCE MANAGEMENT AGENCY. REFERENCE BENCH MARK: BENCH MARK #1224 BREEZE H, LINE TABLE CURVE C2 HAVING AN ELEVATION OF 12.21 FEET. ALL ELEVATIONS L4 S 89.49'45" E 20.09fP� RADIUS= 12.60'(P ARE BASED ON NORTH AMER I CAN VERT 1 CAL DATUM 88 L5 N 53'10'09" E 35.12' DELTA — 93.39'53 °(P) (NAVD88) L6 N 40'28'42" W 17.61 ARC 20.59.(P PROPOSED: L7, NORTH 5.00 ( CHORD = 18.38' P. N 06'20'43 (P) LOVIEST FLOOR ELEVATIONS: CURVE ct CURVE c3 LIVING AREA: 15.80' RADIUS= 9.00' P ®��:R�B ®�: (.5! RADIUS= 4.98' P DELTA = 379 5 "(P) � � GARAGE AREA: LOT 5, MAP OR PLAT ENTITLED "BELLEAIR COMMONS ARC 5.117' P)) DELTA = 132I ' (P) CHORD e= 5.86 P) ARC = 11.50'(P) ELEVATIONS REFERENCED TO ", SUBDIVISION AS RECORDED IN PLAT BOOK 128, PAGE(S) N 72'10'12 (P) CHORD = 9.11'() NORTH AMERICAN VERTICAL N 25'" 4 -5, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, E(P) DATUM OF 1988. MEAN SEA FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 125096 012$ G EFFECTIVE DATE: 9/3/03 Square Feet: 10892.91 *123482 LEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA. (P)= PLAT DATA, ¢ = CENTERLINE, A /C= AIR CONDITIONER. B /C= BACK OF CURB. C /S= Prepared for and certified to! .CONCRETE SLAB. CH- CHORD. CHB- CHORD SEARING. CLF- CHAIN LINK FENCE. CONC- CONCRETE. COV.- COVERED. E /P= EDGE OF PAVEMENT. ESM'T- EASEMENT. F /C- FENCE CORNER• FCM- FOUND CONCRETE MONUMENT. FIP- FOUND IRON PIPE. FIR- FOUND IRON ROD. FNBD= FOUND NAIL d DISK. FPP- FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.- MASONRY. OR- OFFICIAL RECORD BOOK, PB- PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM- PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY. R= RADIUS, SIR =SET 1/2' IRON ROD d CAP Na. 4493, SNBD= SET NAIL &.DISK, TBM= TEMPORARY BENCHMARK. U /P= UTILITY POLE, W /F= WOOD FENCE — J OHN R. BEACH & ASSOCIATES, INC. SURVEYORS AND rown y. DMAX JBS �.. i�P Checked B Y�" Revisions: MAPPERS 911 WEST ST. PETERSBURG DRIVE �1�r � ,,.i�e•a' • "j6..,,I ONE JRB OLDSMAR, FLORIDA 34677 WAY (813) 854 -1276 FAX (813) 855 -8370 Scale; ' NOT VALID WITHOUT ThIE SIGNATURE AND Date: L LAN 4 18 0 JB ; fit. ,.a '° THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER J N BEA a�p��r�' 'ATE ORIDA G. �. ISD SUitVEe k NG:F29 &4 LS #4493 V •/ +s � . i A OBI 1, .e 7 p �� f',n .eeeee•ee t��a .... 6 PLOT PI-AN LOT 4 BELLEAIR COMMONS SUBDI vISION PRELIMINARY DRAWING: THIS PLAN IS FOR PERMITTING PURPOSES ONLY, NOT FOR CONSTRUCTION. VERIFY ALL- OIMEN81ONS BEFORE ANY CONSTRUCTION. LEGEND: --v— = PROPOSED DRAINAGE FLOW (00.00) = PROPOSED GRADE E -00.00 = EXISTING GRADE PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 15.20' GARAGE AREA: ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICALE DATUM PF 1988 MEAN SEA LEVEL 00.00 FT. NOTES: LOT GRADING TYPE = B PROPOSED PAD ELEVATION = FRONT SET BACK = 25' SIDE SET BACK = 5' REAR SETBACK = 5' 24' RIGHT- OF- WAY(PRIVATE) nI me lr. .. LINE TABLE L1 N 01 °08'33" E 47.07'((P))(F) L2 S 88 °51'27" E 73.99'(P) L2 S 88 045'25" E 73.92' F NOTE: BURNS DRIVE IS A 24' WIDE INGRESS - EGRESS, PRIVATE SANITARY SEWER AND PUBLIC WATER LINE EASEMENT PER PLAT. REFERENCE BENCH,. MARK: BENCH MARK,_ #1224 _BREEZE -H, HAVING AN ELEVATION OF 12.21 FEET. ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 88 (NAVD88) DESCRIPTION LOT 4, MAP OR PLAT ENTITLED "BELLEAIR COMMONS SUBDIVISION" AS RECORDED IN PLAT BOOK 128, PAGES 4 -5, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. NE CORNER LOT 5 PRIVATE DRAINAGE ESM'T. CURVE C1 RADIUS= 24.00'(P) DELTA = 90 °00'00 "(P) ARC = 37.70'(P) CHORD = 33.94'P� F N 46. °08'33" E P (F) N 46 °10'33" E F FIR 1/2" APPARENT FLOOD HAZARD -ZONE: 'Y' COMMUNITY PANEL NO. 125096 0128 G EFFECTIVE DATE: 9 /3/03 -SIR /C =SET IRON ROD &CAP No, 2984, FIR /C =FOUND IRON R00 B CAP, FIP = FOUND IRON PIPE, MES - MITERED END SECTION; R(//W� -- RIGHT OF WAY FCM =FOUND CONCRETE MONUMENT, SNBD = SET NAIL AND DISK, FNBD = FOUND NAIL B DISK, AS = ABOVEGROUND, (P) = PLAT DATA, = LIGHT POLE, PVC = PLASTIC PIPE, PKN&D = PARKER KALON NAIL AND DISK, (D) = DEED DATA, (F) = FIELD DATA, (C) = CALCULATED DATA, INV ='INVERT, PROP. = PROPOSED, COV. - COVERED, ESM'T - EASEMENT, F/C - FENCE CORNER, CLF - CHAIN {.INK FENCE; W/F = WOOD FENCE; = CENTERLINE CONC. = CONCRETE, C/B = CONCRETE BLOCK, C/S =CONCRETE SLAB, A/C =AIR CONDITIONER, E/P =EDGE OF PAVEMENT, UFE &b ,EST_FLOOR ELEVATION VF = VINYL FENCE, OR = OFFICIAL RECORD BOOK, C/C - COVERED CONCRETE,'MAS = MASONRY STRUCTURE, B/C 6K OF' CMik- R /q = BUILDING TIE CS/W CONCRETE SIDEWALK, OHC = OVERHEAD CABLE, PL - PLANTER, SBM = SITE BENCH MARK, EL ELEVAT(,0`tJ a '=,4K TREEtiW:1TH SIZE JOHN R. BEACH & ASSOCIATES, INC. Drawn By.s ,- �, 6• . -} DMAX /RTM SURVEYORS AND MAPPERS F 911 WEST ST. PETERSBURG DRIVE Checked By. ONE OLDSMAR, FLORIDA 34677 JRBI WAY (813) 854 -1276 FAX (813) 855 =8370 Scale: A/ NOT VALID WITHOUT THE SIGNATURE AND Date: � �5 �� THE ORIGINAL RAISED SEAL OF A FLORIDA LlaENSED SURVEYOR AND MAPPER PLOT PLAN 1/5%06 RTM NO.. 2984 0 .. o Q it 0 Cif .(/) .w\ Oo ix) O VZmd- {� J Z 0 a�UO QQQt p O Fes- N u t v Cn I JAIL 19 ZU06 � F V 01, 0A 1=:� WxatEA LOT = SEC. 19 , TWP. 29 S, RNG. 16 E. LIVING AREA =--1964 BEARINGS BASED ON THE EAST RIGHT -OE -WAY 34 SQ. FT. OF BURNS DRIVE, BEING N 01 008'33" E. COVERED LANAI = N THIS SURVEY IS SUBJECT TO ANY FACTS THAT N POOL AREA = MAY BE DISCLOSED BY A FULL AND ACCURATE CONC. DRIVE = 4 TITLE SEARCH. ALSO SUBJECT TO SETBACKS, ?. SIDEWALK =_4 EASEMENTS AND RESTRICTIONS OF RECORD. SIDE YARD SWALE =�4. UNDERGROUND FOOTER, STEM WALL, AND 4' LOT OCCUPIED = UNDERGROUND UTILITIES ARE NOT LOCATED OR AREA TO IRRIGATE _ .O. SHOWN. = M 1- DO NOT SCALE THIS PRINT. DIMENSIONS AND II NOTES TAKE PREFERENCE. 0 - DESCRIPTION NOT CONTAINING PLAT BOOK AND � PAGE INDICATES THAT PLAT IS IN Z J PRELIMINARY STAGE AND IS SUBJECT TO Q CHANGE AND /OR REVISION. 0 CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS /FOUNDATION TO PROPERTY LINE. FIR 1/2" APPARENT FLOOD HAZARD -ZONE: 'Y' COMMUNITY PANEL NO. 125096 0128 G EFFECTIVE DATE: 9 /3/03 -SIR /C =SET IRON ROD &CAP No, 2984, FIR /C =FOUND IRON R00 B CAP, FIP = FOUND IRON PIPE, MES - MITERED END SECTION; R(//W� -- RIGHT OF WAY FCM =FOUND CONCRETE MONUMENT, SNBD = SET NAIL AND DISK, FNBD = FOUND NAIL B DISK, AS = ABOVEGROUND, (P) = PLAT DATA, = LIGHT POLE, PVC = PLASTIC PIPE, PKN&D = PARKER KALON NAIL AND DISK, (D) = DEED DATA, (F) = FIELD DATA, (C) = CALCULATED DATA, INV ='INVERT, PROP. = PROPOSED, COV. - COVERED, ESM'T - EASEMENT, F/C - FENCE CORNER, CLF - CHAIN {.INK FENCE; W/F = WOOD FENCE; = CENTERLINE CONC. = CONCRETE, C/B = CONCRETE BLOCK, C/S =CONCRETE SLAB, A/C =AIR CONDITIONER, E/P =EDGE OF PAVEMENT, UFE &b ,EST_FLOOR ELEVATION VF = VINYL FENCE, OR = OFFICIAL RECORD BOOK, C/C - COVERED CONCRETE,'MAS = MASONRY STRUCTURE, B/C 6K OF' CMik- R /q = BUILDING TIE CS/W CONCRETE SIDEWALK, OHC = OVERHEAD CABLE, PL - PLANTER, SBM = SITE BENCH MARK, EL ELEVAT(,0`tJ a '=,4K TREEtiW:1TH SIZE JOHN R. BEACH & ASSOCIATES, INC. Drawn By.s ,- �, 6• . -} DMAX /RTM SURVEYORS AND MAPPERS F 911 WEST ST. PETERSBURG DRIVE Checked By. ONE OLDSMAR, FLORIDA 34677 JRBI WAY (813) 854 -1276 FAX (813) 855 =8370 Scale: A/ NOT VALID WITHOUT THE SIGNATURE AND Date: � �5 �� THE ORIGINAL RAISED SEAL OF A FLORIDA LlaENSED SURVEYOR AND MAPPER PLOT PLAN 1/5%06 RTM NO.. 2984 0 .. o Q it 0 Cif .(/) .w\ Oo ix) O VZmd- {� J Z 0 a�UO QQQt p O Fes- N u t v Cn I JAIL 19 ZU06 � F V 01, 0A 1=:� WxatEA LOT = 6831.03 SQ. FT. LIVING AREA =--1964 SO. 'FT, ENTRY = 34 SQ. FT. GARAGE =_4a' - - — COVERED LANAI = N PATIO - N POOL AREA = CONC. DRIVE = 4 A/C & CONC PAD = ?. SIDEWALK =_4 SIDE YARD SWALE =�4. CONSERVATION AREA = 4' LOT OCCUPIED = 4 AREA TO IRRIGATE _ are Feet: XXXX.XX t s: m M ca m 250 I q,w�n � a'IEII z o 0 INI Qf u- Q' C: 1 z m 'N 11 =1 PLOT PLAN LOT 3 BELLEAIR COMMONS SUBDIVISION PRELIMINARY DRAWING: THIS PLAN IS FOR PERMITTING PURPOSES ONLY, NOT FOR CONSTRUCTION. VERIFY ALL DIMENSIONS BEFORE ANY CONSTRUCTION. LEGEND: -v,n, - = PROPOSED DRAINAGE FLOW (00,00) = PROPOSED GRADE E -00.00 = EXISTING GRADE PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 15.20' GARAGE AREA: ELEVATIONS REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. MEAN SEA LEVEL= 00,00 FT.. NOTES: LOT GRADING TYPE = B PROPOSED PAD ELEVATION = FRONT SET BACK = 25' SIDE SET BACK = 5' REAR SETBACK = 5' NO CORNER SET OR FOUND, FALLS ON PIPE NOTE: BURNS DRIVE IS A 24' WIDE INGRESS — EGRESS, PRIVATE SANITARY SEWER AND PUBLIC WATER LINE EASEMENT PER PLAT. DESCRIPTION LOT 3, MAP OR PLAT ENTITLED "BELLEAIR COMMONS SUBDIVISION" AS RECORDED IN PLAT BOOK 128, PAGES 4 -5, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. REFERENCE BENCH MARK: BENCH MARK #1224 BREEZE H, HAVING AN ELEVATION OF 12.21 FEET. ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 88 (NAVD88) NL CORNER LOT 5 25' PRIVATE DRAINAGE ESM'T. `11x10' PUBLIC UTILITY ESM'T. LINE TABLE L1 N 01 008'33" E 51.07' P L2 S 01 010'15" W 51.07' P L2 S 01 °08'33" W 51.07' F SEC. 19 TWP. 29 S, RNG. 16 E. BEARING BASIS: BEARINGS BASED ON THE EAST RIGHT —OF —WAY OF BURNS DRIVE, BEING N 01'08'33" E. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. 0 UNDERGROUND FOOTER, STEM WALL, AND = M UNDERGROUND UTILITIES ARE NOT LOCATED OR 2058 SHOWN. I" II ENTRY = �i DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. O SQ. FT. Z J DESCRIPTION NOT CONTAINING PLAT BOOk AND q PAGE INDICATES THAT PLAT IS IN U PRELIMINARY STAGE AND IS SUBJECT TO (n CHANGE AND /OR REVISION. CERTAIN DATA SHOWN HEREON BASED ON N A ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON DENOTES -- MEASUREMENT FROM FORM BOARDS /FOUNDATION TO PROPERTY LINE. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 125096 0128 G EFFECTIVE DATE: 9/3/03 SIR /C = SET IRON ROD & CAP No. 2964, FIR /C = FOUND IRON ROD & CAP, FIP = FOUND IRON PIPE, MES = MITERED END SECTION, R/W = RIGHT OF WA' FCM = FOUND CONCRETE MONUMENT, SN &D = SET NAIL AND DISK, FN&D = FOUND NAIL S DISK, AG = ABOVEGROUND, (P) = PLAT DATA, Q•#= LIGHT POLE, PVC =PLASTIC PIPE, PKN &D =PARKER KALON NAIL AND DISK, (D) DEED DATA, (F) = FIELD DATA, (C) - CALCULATED DATA, INV INVERT, PROP. = PROPOSED, COV. = COVERED, ESM'T = EASEMENT, F/C = FENCE CORNER, CLF - CHAIN LINK FENCE, W/F - WOOD FENCE, S - CENTERLINE CONC. = CONCRETE. C/B = CONCRETE BLOCK, C/S = CONCRETE SLAB, A/C =AIR CONDITIONER, E/P =EDGE OF PAVEMENT. LFE = LOWEST FLOOR ELEVATION VF = VINYL FENCE. OR = OFFICIAL RECORD BOOK, C/C = COVERED CONCRETE, MAS = MASONRY STRUCTURE, B/C = BACK�k,OF Ct1,i28;.,@ /T, = BUILDING TIE CS /W = CONCRETE SIDEWALK, OHC = OVERHEAD CABLE. PL = PLANTER, SBM - SITE BENCH MARK, EL ELEVATIAN,� e'�iOAK <TRE 9VJ({kl SIZE Drawn By. .j , , JOHN R. BEACH & ASSOCIATES, INC. Q .��.� G' ''s DMAX /RTM SURVEYORS AND MAPPERS `3 Checked 8 911 WEST ST. PETERSBURG DRIVE y ys x ONE OLDSMAR, FLORIDA 34677 JRB WAY (813) 854 -1276 FAX (813) 855 -8370 Scale: NOT VALID WITHOUT THE SIGNATURE AND Date: THE ORIGINAL RAISED SEAL OF A FLORIDA PLOT PLAN 1/5/06 RTM JbHN BEAD a �. z6AlE Lei CENSED SURVEYOR AND MAPPER LOT = 5001.17 SO. FT. LIVING AREA = 2058 Q. FT. ENTRY = 28_ —SQ. FT. GARAGE = 432 SQ. FT. COVERED LANAI = 66 SQ. FT. PATIO _ N/A SQ. FT. POOL AREA = N A SQ. FT. CONC. DRIVE -- A/C & CONC PAD = SIDEWALK =_ SIDE YARD SWALE — CONSERVATION AREA =_ LOT OCCUPIED m AREA TO IRRIGATE M ore Feet: 5001.17 t 2: Dared for and certified to; _ tE :6 ,nh',nr a gPs.e na I„ n,� U) rtI: R� Z.; aye' pp O rte, 'Ih A LL II % E z m NO PLAN INDEX 1. COVER SHEET 2. BOUNDARY AND TOPOGRAPHIC SURVEY 3. PRELIMINARY PLAN & SITE PLAN 4. PAVING, GRADING & DRAINAGE PLAN 5. UTILITY PLAN 6. TREE PRESERVATION PLAN 7. LIFT STATION DETAIL 8. DETAILS 9. DETAILS 10. DETAILS 11. UTILITY PLAN PROJECT LOCATION VICINITY MAP 611- CONSTRUCTION PLANS FOR B ELLEAIR COMMONS CITY 01F CLF_.AR`WAT R, FLORIDA SECTION 19 TOWNSHIP 29 SOUTH, RANGE 16 EAST Prep c re d Fo r: BRODERICK &ASSOCIATES, INC. 5514 PARK BOULEVARD PINELLAS PARK, FL 33781 PHONE: (72,7) 544 -1403 FAX: (727) 541 -6187 Prep cire d By.- HER =` GHAFARI 0=4 ASSOCIATES, INC. Engineering Pormitting Planning PM-93 #163 5373 Ehrlich (Road, Suite 203 Tampa, Florida 33625 Phone: (813) 228 -6f65 Fax: (813) 228 -6812 www.c[iofari.net 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1 800- 432- 4770 x`192 b A l� j � \ \�c;�'� �' Corn r� o ►�S LOCATION MAP SITE DATA PROPERTY AREA: 1.77 ACRES PROPERTY ADDRESS1 2492 BELLEAIR ROAD PROPERTY TAX I D, 19 29 16 00000 4300900 PROPERTY ZONING: MDR DIMENSIONAL REQUIREMENTS 1, FAR 0. 50 2, BUILDING MAX HEIGHT 30' 3 SETBACK REQUIREMENTS FRONT 25' SIDE 05' REAR 05' 4. LOT REQUIREMENTS AREA 5,000 SF MIN, WIDTH 50 MIN 5, PROPOSED RIGHT OF WAY 24' WIDE PRIVATE 6. PROPOSED PAVEMENT WIDTH 16' WIDE 7. FLOOD NOTE: FLOOD ZONE C, COMMUNITY PANEL #125139 0128D, REVISED 05/06/96" LEGAL DESCRIPTION i 0 0 S 6 m 3 i > 0 (`) C) 0 0 CD 3 0 LA i a PARCEL I: The East 100 feet of the South 400 feet of the East 1/4 of the Southwest 1/4 of the Pq Southeast 1/4 of Section 19, Township 29 South, Range 16 East, Pinellas County, Florida, LESS S2 the South 50 feet thereof for right —of —way purposes. ° PARCEL II: The South 400 feet of the East 1/4 of the Southwest 1/4 of the Southeast 1/4 of n 0 Section 19, Township 29 South, Range 16 East, LESS, the South 33 feet for road, and also LESS N the East 100 feet thereof; also LESS the West 110 feet thereof, also LESS e part deeded to Pinellas County in Deed Book 1495, Page 321, for rigtLtf� `Q °' "ir �� s, Public Record' of E Pinellas County, Florida, per Agreement for Deed r r e �'�' �Sckl age 518, Public, OL Records of Pinellas County, Florida. (Fu rnia#✓fle c pt on) 1 ` OF �o Belleair Commons 050013 SHEET i 2492 BELLEAIR R® of ■ BCP2003 -09249 1l REVISIONS SITE WORK BELLEAIR COMMONS Zoning: MDR atlas# 3 17B N TS PROPERTY tY 0 z w Q _ w w vi Q > Q 0 0 ELI m o Q a o z Q Q _j rn r BELLEAIR RD. < > o 0 w J o7 Q 0 W V) SITE DATA PROPERTY AREA: 1.77 ACRES PROPERTY ADDRESS1 2492 BELLEAIR ROAD PROPERTY TAX I D, 19 29 16 00000 4300900 PROPERTY ZONING: MDR DIMENSIONAL REQUIREMENTS 1, FAR 0. 50 2, BUILDING MAX HEIGHT 30' 3 SETBACK REQUIREMENTS FRONT 25' SIDE 05' REAR 05' 4. LOT REQUIREMENTS AREA 5,000 SF MIN, WIDTH 50 MIN 5, PROPOSED RIGHT OF WAY 24' WIDE PRIVATE 6. PROPOSED PAVEMENT WIDTH 16' WIDE 7. FLOOD NOTE: FLOOD ZONE C, COMMUNITY PANEL #125139 0128D, REVISED 05/06/96" LEGAL DESCRIPTION i 0 0 S 6 m 3 i > 0 (`) C) 0 0 CD 3 0 LA i a PARCEL I: The East 100 feet of the South 400 feet of the East 1/4 of the Southwest 1/4 of the Pq Southeast 1/4 of Section 19, Township 29 South, Range 16 East, Pinellas County, Florida, LESS S2 the South 50 feet thereof for right —of —way purposes. ° PARCEL II: The South 400 feet of the East 1/4 of the Southwest 1/4 of the Southeast 1/4 of n 0 Section 19, Township 29 South, Range 16 East, LESS, the South 33 feet for road, and also LESS N the East 100 feet thereof; also LESS the West 110 feet thereof, also LESS e part deeded to Pinellas County in Deed Book 1495, Page 321, for rigtLtf� `Q °' "ir �� s, Public Record' of E Pinellas County, Florida, per Agreement for Deed r r e �'�' �Sckl age 518, Public, OL Records of Pinellas County, Florida. (Fu rnia#✓fle c pt on) 1 ` OF �o Belleair Commons 050013 SHEET i 2492 BELLEAIR R® of ■ BCP2003 -09249 1l REVISIONS SITE WORK BELLEAIR COMMONS Zoning: MDR atlas# 3 17B LEGEND D ....... Deed M ...... Measured M.H . .......... Manhole PG ......,Page O.R . .....:.Official Re'dord P.P . .......Power Pole FCM .......... Found Conc. Monument F.I.R . ....................Found Iron Rod F.P.0 .. ....................Florida Power Easement ENCR ....... Encroachment I NV.......Inve rt ..,....,.....PALM AAV ....,.......MAPLE BASIS OF BEARINGS: SECTION LINE OF BELLEAIR ROAD N 89*19"38"W PER PINELLAS COUNTY BENCHMARK: #1224 BREEZE "H" — EL. = 12.810' -N.G.V.D. — M.S.L. = 0.00' NOTE, This Survey Is made for the ekelUtIV6 use of the current owners of the property and also those who purchase, mortgage or guaronteo the title thereto within one (1) year from date hereof. FLOOD ZONE C, COMMUNITY PANEL #125139 0128D, REVISED 05/06/96 WATER 0 VALVES 22.55' FIRE HYDRANT FOUND NAIL&DISK S.E. CORNER OF S.E.1/4 NO# SEC, 19-29-16 A % 3: 53.0 SCA4, 1" 20' S NORTH BASIS: t PINELLAS COUNTY COORDINATE SYSTUM „( ( II ( N Z Certified to. Bellsair Townhouse Partners, In,, James J. Altman, Sr., P.A., Attorney Title Insurance Fund, Inc. and Broderick and Associates, Inc. 20.70' C r7 FOUND 1"PINCH PIPE NO#. A BOUNDARY SURVEY OF PARCEL I: The Eost-VO feet of the South 400 feet of the East 1/4 of the Southwest 1/4 of the Southeast ,1/4 of S6ctlon 19, Township 29 South, Range 16 East, Pinellas County, Florida, LESS the South 50 feet thereof for right—of—way purposes, P.A1R%CIEL II: The' South 4 04feet of the East 1/4 of the Southwest 1/4 of the Southeast 1/4 of Section iO, Township 2 oath, Range 16 East, LESS, the South 33 feet for road, and also LESS the East 100 feet ther 0 ; also LESS the West 110 feet thereof, also LESS the part deeded to Pinellas County in Deed Book 1495, Page 321, for right—of•way purposes, Public Records of Pinellas County, Florida, per Agreement for Deed recorded in O.R. Book 7517, Page 518, Public Records of Pinellas County, Florida. (Furnished Legal Description) CONTAINS,- 1,77 ACRES I - 1I I � , I I I 1` !Y iII ;� II i i � Sk SOUTH 1/4 CORNER SEC. 19-29-16 149 Pal C U'l vi FS 111 WVIC E-S 0 01 Ovuf per I - in L s4l""eRAOA46 40 (jx= = = = :3 M.H. TOP EL■13.27' INV, EL.P4.94' Mama* .0 E R T I F I C A T 1 0 N R E V I S 1 0 N S ii§ Survey was prepared without the benefit of a title JOHN C. BR LA AND ASSOCIATESs INC* -.arch and is subject to all easements, Right—of—Way, D E S C R I P T 1 0 N I hereby certify that th survey represented hereon mee the requirements of Consulting Engineers and Land Surveyors I Added concrete and asphalt areas id other matters of record. Survey not valid without Chapter 61G1 Flori a administrative Code. BOUNDARY) TOPOGRAPHIC, TREE ie signature and the original raised seal of a Florida Tz_ q 4015 82nd Avenue North 1 G 1 Flo that n rt1snted hereon �Tf lori � IV Co . ri a administrative m i,,nt 've Code, 'str( 't' 1censed Surveyor and Mapper. A 111*—A- AND IMPROVEMENT SURVEY Pinellas Park, Florida 33781 B Telephone (727) 576-7546 . — 't 2M JOHN C� B�ENDLA Date C surveyor yor s eg! rat 1 Facsimile (727) 577-9932 F1 Wag surveyor's registration No. 1269 \400# e 1 ic r (3! 1 a rtif icate of Authorization No. 760 LB 760 SAM .7 . .... 778 5� FB: 773 PG: 5-8 Job Number : 0008-20 DATE 3/2t/2001. Date of Survey: 8-8-200 -4 -2001 DRN: HT CHKO BY: JC:B Sht.No. C-2 1�. �V ` vt --WL t U< w, 9,557 sq. ft. X x x x x -x x 5' CHAIN LINK FENCE ( — t s BELLEAIR I N I.J, \v K1�3177 m + + vvV`� �5 19 18 17 16 15 14 13 12 10 GRADING_ LEGEND EL ELEVATION TYP TYPICAL CO CLEANOUT IE INVERT ELEVATION HC HANDICAP X49.58 `. ;ISTING ELEVATION PEE MiiTCH EX. ELEVATION �2'S2 PROPOSED SPOT ELEVATION ® PROPOSED DRAINAGE INLET ® MITERED END SECTION ITT PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW STRUCTURE CHART: S -1 THRU S -9 FDOT MES IE 12.00 S -10 FDOT TYPE "C" INLET GRATE EL 13.80 IE 12.30 S -11 FDOT TYPE "C" INLET CONTROL STRUCTURE SEE DETAILS S -12 FDOT TYPE "F" INLET W/ H -20 LOAD RATED RETICULINE GRATE GRATE EL. 14.00 2' SLOT EL. 13.35 IE 8.85 (E,W) EX. PIPE IE 9.50 (N) N OTES: SECTION A- A SD STORM DRAIN ! HELICALLY CORRUGATED ALUMINUM PIPE -111, ELLIPTICAL REINFORCED CONCRETE PIPE FFE FINISH FLOOR ELEVATION �'�• ,e" �. A. ��. EC EC EC EROSION CONTROL 15" PROP. CONTOUR LINE x x— PROPOSED CONCRETE PAVEMENT x - x SF SQUARE FEET co H N u7 E- Z 19 w o — - - -- — - - - - - -- - - --- ....._ 17 . . z_ z 19 18 17 16 15 14 13 12 10 GRADING_ LEGEND EL ELEVATION TYP TYPICAL CO CLEANOUT IE INVERT ELEVATION HC HANDICAP X49.58 `. ;ISTING ELEVATION PEE MiiTCH EX. ELEVATION �2'S2 PROPOSED SPOT ELEVATION ® PROPOSED DRAINAGE INLET ® MITERED END SECTION ITT PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW STRUCTURE CHART: S -1 THRU S -9 FDOT MES IE 12.00 S -10 FDOT TYPE "C" INLET GRATE EL 13.80 IE 12.30 S -11 FDOT TYPE "C" INLET CONTROL STRUCTURE SEE DETAILS S -12 FDOT TYPE "F" INLET W/ H -20 LOAD RATED RETICULINE GRATE GRATE EL. 14.00 2' SLOT EL. 13.35 IE 8.85 (E,W) EX. PIPE IE 9.50 (N) N OTES: SECTION A- A SD STORM DRAIN HCAP HELICALLY CORRUGATED ALUMINUM PIPE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE FFE FINISH FLOOR ELEVATION S/W SIDEWALK S -50 STORM SEWER STRUCTURE NUMBER EC EC EC EROSION CONTROL PROP. CONTOUR LINE (d�co PROPOSED CONCRETE PAVEMENT LF LINEAR FEET SF SQUARE FEET 1- ANY NEW CONCRETE DIRVEWAY APRON(S) CONSTRUCTED WITHIN THE RIGHT OF WAY SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE, AND A MINIMUM 3000 PSI WIHT 6 "x6" / 10x1 D wlwm [SIDEWALK SHALL NOT BE CONSTRUCTED WITHIN THIS APRON AREA(S)] 2 -ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY AND ANY OUTFALL SYSTEMSHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC OR EQUAL." FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE TO SODED WITH SAND BASED SODD TOB 14.00 A. 25 Yr 24Hr DHWE 13.50 ....................................................... .................._...._._....- BOTTOM 12.20 %rte% ............... H WT -1 -1 7 0-- --.._-------------------- - - - - -- TYPICAL POND SECTION I U 24' CLEAR ZONE NO PARKING, NO MAILBOXES ISSUED FOR: 20' ASPHALT —} 2` 2.0 CONSTRUCTION o�10 'i 6 C4 co co co �J U � 1 w �o H (d�co 0 co X00 00 V L co H N u7 E- Z 19 w o 18 H z 17 0 z_ z 16 � _ U z � Z Q 15 ,jl W 0 LL Q z 14 V =Oa- • 13 u) Q z w I--I w w 12 Q 0 V w 11 � °0 m � w �y wa co LU F= 10 0_ 0_ s z 20' ASPHALT —} 2` 2.0 a a m N to zz w w 00 U U 3 c) U 3 3 W V) V o on a a 0 0 }U U I— Ft-- U U 0! Of w w 0. 0- � ° w o m � p N Q z 0 of w > –N -0Z0 0 wZd w m w 4?. ZOyX col Q lc ASPHALT 1-1/2" TYPE S -1 ASPHALTIC CONCRETE `_> k�'' `` cn w 0+ SURFACE COURSE , X02 ._. L BASE 9 LIMEROCK LBR 100 COMPACTED T �M a 100% OF AASHTO T -180 OR EQUIVIL '�• ASE SAN 1 3 lGr4 SET SUB -GRADE 9" COMPACTED SUB -GRADE LBR 40 COMPACTED TO 98% AASHTO T -180 TYPICAL PAVEMENT SECTION 8c UTILITY LOCATION O Sun, 11 Jan 2004 - 2:41 pm Z: \050 -013 Bel leair\su bdivision\d wg\05001 3- psp.dwg Salghafori 1s w. • Z_ z N U m U wi Uj Q � 0 Z w o z • � IGi w � Q V W w � 0 w � z Q U 0 W Q U U H Z ^ W 0 x 0 Of w m 0_ 0_ N a a m N to zz w w 00 U U 3 c) U 3 3 W V) V o on a a 0 0 }U U I— Ft-- U U 0! Of w w 0. 0- � ° w o m � p N Q z 0 of w > –N -0Z0 0 wZd w m w 4?. ZOyX col Q lc ASPHALT 1-1/2" TYPE S -1 ASPHALTIC CONCRETE `_> k�'' `` cn w 0+ SURFACE COURSE , X02 ._. L BASE 9 LIMEROCK LBR 100 COMPACTED T �M a 100% OF AASHTO T -180 OR EQUIVIL '�• ASE SAN 1 3 lGr4 SET SUB -GRADE 9" COMPACTED SUB -GRADE LBR 40 COMPACTED TO 98% AASHTO T -180 TYPICAL PAVEMENT SECTION 8c UTILITY LOCATION O Sun, 11 Jan 2004 - 2:41 pm Z: \050 -013 Bel leair\su bdivision\d wg\05001 3- psp.dwg Salghafori 1s w. • Z_ z N U m U wi Uj 0' 20' 40' SCALE: 1 " = 20' PROP. 2" FM SEE SHEET 11 FOR CONTINUATION EL. =15.68 i ter- m 66 LF -4" PVC SS LATERAL 01.0% 7 6,842 sq. ft. SS -3 SS MANHOLE RIM EL. 14.16 IE 10.15 (S,NE,NW) i i 8 5,005 sq. ft. 201 LF -8" PVC SS 00.40% m 6 ; 9,557 sq. ft. ; DOUBLE WATER SERVICE (TYP.) 2" PBO AND SAMPLING POINT 5 10,892 sq. /ft. - _21 Z� CV o \ s D• 's L� 4 °o , s; D ,Dr A •�' J 4 } _ -.- / A n \ / oo� / rnC31 0 0 0 BELLEAIR ml� ROAD 3" CASING (TYP.) 3" CASING (TYP.) DEFLECT WM OVER SEWER LINE. SEE CLEARANCE NOTES. 104 LF -2" WL 4"x2" REDUCER 180 LF- 4" WL 0 w 4 6,841 sq. ft. 5,005 sq. ft. 6 5,004 sq. ft. 187 LF -4" WL 1 6,803 sq. ft. 6 "x4" REDUCER 4" G. V. FHA SEE DETAILS 45'E LB OW 80 LF -6" WM TRENCH AND ENTRY FOR DIRECTIONAL B E f t. r'• e 1 j4i 00 42 LF OF 6" WM TO BE DIRECTIONAL BORED UNDER EXISTING PAVEMENT -_ - - - - -- - - -- - -- - (EXIST.) 6" - - - - - - - - - ll�-- ) (EXIST. 54" CONCRETE WATER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� PROP. 6" TAPPING SADDLE (INSTALLER B`- CUUWY) INSTALL INJECTION POINT 5,004 sq. ft. ISSUED FOR: TYPICAL SS LATERAL SANITARY SEWER NOTES O AND CLEANOUT UTILITY LEGEND CONSTRUCTION N 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF 4 - SIGNS & BARRI CADES SH A LL BE IN ACCORD A NCE WITH THE US DOT' ON SS MANHOLE 0� w > - N - o z cn RIM EL. 14.16 acoIn Ln N+, A EXISTING SIGNAGE CITY CLEARWATER NOTES: 2 . IE 9.35 (N) o 0 C\2 to ccc o GI OF c0 I6_L IE 9.25 (SW) r l a c0 cc v 0 I I DAMAGE, IN THE OPINI ❑N OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE a z w EXISTING UTILITY POLE CONSTRUCTION DRAWINGS. �./ v a 4,1' �] 4 1- SANITARY SEWER MANHOLE LIDS SHALL NOT INDICATE CITY o I 10 • OF CLEARWATER, AS THIS IS A PRIVATE SEWER SYSTEM TO BE OWNED EXISTING GUY W/ WIRE 3. �g zz, 6,901 sq. ft. SS -1 m AND SPECIFICATIONS. I-i ° c co LIFT STATION 113 LF -8" PVC 15- ALL ABANDONED PIPE TO BE REMOVED FROM WITHIN THE R/W OF BELLEAIR ROAD, 0 ? . `,,T,` TOP EL 14.00 cn m SS 00.44% EXISTING WATER MAIN 2- WHEN INSTALLING UNDERGROUND UTILITIES, CONSIDERATION MUST BE Im PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING IE 9.17 co o GIVEN FOR EXISTING TREES TO MINIMIZE THE CUT OR UTILIZE DIRECTIONAL BORE. 7- ANY SIDEWALK THAT BECOMES UDERMINED, MUST BE REMOVED AND REPLACED. LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND IVISIBILITY �`. - - -son - - - EXISTING SANITARY MAIN TRIANGLE ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL, WHEN In E- s D• 's L� 4 °o , s; D ,Dr A •�' J 4 } _ -.- / A n \ / oo� / rnC31 0 0 0 BELLEAIR ml� ROAD 3" CASING (TYP.) 3" CASING (TYP.) DEFLECT WM OVER SEWER LINE. SEE CLEARANCE NOTES. 104 LF -2" WL 4"x2" REDUCER 180 LF- 4" WL 0 w 4 6,841 sq. ft. 5,005 sq. ft. 6 5,004 sq. ft. 187 LF -4" WL 1 6,803 sq. ft. 6 "x4" REDUCER 4" G. V. FHA SEE DETAILS 45'E LB OW 80 LF -6" WM TRENCH AND ENTRY FOR DIRECTIONAL B E f t. r'• e 1 j4i 00 42 LF OF 6" WM TO BE DIRECTIONAL BORED UNDER EXISTING PAVEMENT -_ - - - - -- - - -- - -- - (EXIST.) 6" - - - - - - - - - ll�-- ) (EXIST. 54" CONCRETE WATER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� PROP. 6" TAPPING SADDLE (INSTALLER B`- CUUWY) INSTALL INJECTION POINT REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. ISSUED FOR: SANITARY SEWER NOTES O UTILITY LEGEND CONSTRUCTION N 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF 4 - SIGNS & BARRI CADES SH A LL BE IN ACCORD A NCE WITH THE US DOT' ON 0� w > - N - o z cn COVER. acoIn Ln N+, EXISTING SIGNAGE CITY CLEARWATER NOTES: 2 . ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF o 0 C\2 to ccc o GI OF c0 POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE r l a c0 cc v 0 I I DAMAGE, IN THE OPINI ❑N OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE a z w EXISTING UTILITY POLE CONSTRUCTION DRAWINGS. �./ v a CIO � REPAIRED AT THE CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY o � Z �'.1 1- SANITARY SEWER MANHOLE LIDS SHALL NOT INDICATE CITY o REFERENCE FDOT INDEXES 600 THROUGH 650 HIGHWAY DEPARTMENT, OF CLEARWATER, AS THIS IS A PRIVATE SEWER SYSTEM TO BE OWNED EXISTING GUY W/ WIRE 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS zz, � AND MAINTAINED BY THE HOMEOWNERS ASSOCIATIONS. m AND SPECIFICATIONS. I-i A.co c co 6- SAFE PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES 15- ALL ABANDONED PIPE TO BE REMOVED FROM WITHIN THE R/W OF BELLEAIR ROAD, 0 ? . `,,T,` W 5 07 0 cn m '_" EXISTING WATER MAIN 2- WHEN INSTALLING UNDERGROUND UTILITIES, CONSIDERATION MUST BE 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING co o GIVEN FOR EXISTING TREES TO MINIMIZE THE CUT OR UTILIZE DIRECTIONAL BORE. 7- ANY SIDEWALK THAT BECOMES UDERMINED, MUST BE REMOVED AND REPLACED. LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND co F Q) Ca �`. - - -son - - - EXISTING SANITARY MAIN ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL, WHEN In E- i c 3- ALL UTILITIES TO BE INSTALLED UNDERGROUND PER CITY OF CLEARWATER fl ANY CONFLICTS OR DISCREPANCIES. r BELLEAIR ROAD. N❑ PERMINENT OBSTACLES ARE ALLOWED WITHIN THIS AREA. �•�a_ - - -ohw - - - EXISTING OVER HEAD WIRES SECTION 3 -1908 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION w o, zZO' -� a o morn Q¢w 4- EXISTING FENCING ALONG THE EAST, NORTH AND WEST SIDES OF THE DRIVEWAY APRONS. 0-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT j 0N "2fw EXISTING CHECK VALVE PROPERTY WILL BE REMOVED OR ADJUST TO MEET CURRENT CITY FENCING REQUIREMENTS ACCORDANCE WITH THE REQU I REMENTS OF ASTM SPECIFICATION SECTION D2321 . TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180 BASEi 12' STABILIZED TO V1 :2 N BY APPLYING FOR A FENCE PERMIT. Of ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. H LBR 40 AND COMPACTED T❑ 98% MAX, DENSITY AS DETERMINED BY AASHTO T -180 O Cr � EXISTING GATE VALVE 6. ALL PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A SUBBASE, Uj a GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE 10- DISRUBED AREA WITHIN THE R,W WILL BE COMPACTED AND SODDED EXISTING FIRE HYDRANT PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ o 18- ALL EXISTING ASPHALT, WITHIN THE BELLEAIR ROAD R/W MUST BE REMOVED, THE SHEET "FORCEMAIN ". T V) AREA SHALL BE GRADED AND SODDED AS NECESSARY, O EXISTING REDUCER CROSSINGS, z 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 _ (� z (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL 12- DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED DAMAGED AS A RESULT OF THIS CONSTRUCTION, MUST BE REMOVED AND REPL''tEED, AS Z Q 0 EXISTING BLOWO FF RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI IS DISTURBED, CONTACT THE AREA INSPECT ❑R WITH THE PINELLAS COUNTY HIGHWAY DIRECTED BY PINELLAS COUNTY HIGHWAY INSPECTOR��l.;I A 21.6, A 21.8, OR A 21.51• DEPARTMENT AT 727 - 464 -8900 FOR ASSISTANCE r 0i - EXISTING WATER METER 20- THE SIDEWALK SLOPE THROUGH THE DRIVEWAYS MUST MEET ADA STANDARDS U) 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT IL � O z EXISTING SANITARY MANHOLE 21- ALL GUARDRAILS IN BELLEAIR ROAD SHOULD REMAIN UNDISTURBED, REQUIRE D.I.P. ARE TO BE POLYLINED OR EPDXY LINED. LL Q PART OF DAILY CLEAN UP, 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. Sun, 11 Jan 2004 - 2:47 pm Z: 050 -013 P � EXISTING SANITARY CLEANOUT �j Of U w 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED SS SANITARY SEWER AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL r l ' ^ SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND �/ V Q z Gov, y} �'[ G�jl•:, w�aY.• y1;, rkti::it2.brY/hwi�mytl.':yi4c'!a w' y IIl it 00 SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED I--I • PROPOSED CLEANOUT - CO RECORD DRAWINGS TO THE ENGINEER. n> .r' w S -11 PROPOSED STRUCTURE NUMBER W-i iflu11 z SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS ' � . Z ►� PROPOSED GATE VALVE 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE w OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE o O m PROPOSED FIRE HYDRANT TO SCHEDULE INSPECTION. Ld Li co ► PROPOSED REDUCER 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION /EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATION AGENCY HAVING Q m� of _JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD w �i Of w of F�° woo wu • PROPOSED BLOWO FF AND SUBMITTED TO THE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. ° °- z COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S ■ PROPOSED WATER METER RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN D PROPOSED BAC KFLO W PREVENTER ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS Q ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE H W L WATER LINE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL ry PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. WATER /SEWER CLEARANCE REQUIREMENTS WATER SYSTEM NOTES Z VERTICAL CLEARANCE AT CROSSINGS: 0 GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. ^ TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT AND (}� ^ �i OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE 2• ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS SPECIFICATIONS. W ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUALLY SPACED FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY D TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY 0-4 THE SEWER SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 FEET ADJUSTING THE WATER LINES AS NECESSARY. 0 CENTERED ON THE POINT OF CROSSING. 4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 � WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE Q4 THE PIPES SHALL BE CENTERED AT THE CROSSING AS INDICATED ABOVE, AND THE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A H WATER MAIN SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS r , W E-4 FEET CENTERED ON THE POINT OF CROSSING. ADEQUATE STRUCTURAL SUPPORT SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104 -71). SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. 5. ALL FITTINGS LARGER THAN 2 SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE HORIZONTAL SEPARATION BETWEEN PARALLEL LINES: !VITH AWWA C -110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C -111. FITTINGS SHALL BE rF� EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C -104. �+•� EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT MM W 0 SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON 6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER 2 AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION, O ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES w Q ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE 7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN a o STAGGERED. ON DETAILS. z J E--•1 Q FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY S. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA F- bi F- L H z w EXISTING OR PROPOSED WATER MAIN. C -900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D -2241 d a N SANITARY SEWER /RECLAIMED WATER AND POTABLE WATER /RECLAIMED WATER SEPARATIONS 9• ALL PIPES AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS SOLVENT WELDED SLEEVE TYPE JOINTS. >- IRRIGATION: a a N a MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 MEETING THE REQUIREMENTS OF AWWA C509 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA [502 AND SHALL BE OR SEWAGE COLLECTION LINES, AN 18 INCH VERTICAL SEPARATION SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. MAINTAINED AT CROSSINGS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL z WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON- PUBLIC ACCESS BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND � z IRRIGATION: SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND V) V) :2 o0 O THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, A 10 SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL z z FOOT HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE o BETWEEN THE RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. o o U WATER MAINS. NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED 3 W WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED Ln O STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL o o a Uj °z SHOW THE LOCATIONS ON ALL WATER MAINS AND SERVICES. THE CONTRACTOR SHALL o NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. w Of w a SEPARATIONS AS STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION ~a ~a Z (DEP) MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS IF SUPPORTED BY DATA FROM WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 3 3 Z) THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO ov CONSTRUCTION. 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, z z CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE o o TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN U 0 PINELLAS COUNTY NOTES: ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY It x o 1- ROADWAY IS NOT TO BE OPEN CUT OR DISTURBED OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF a Ld d PERFORMING TESTS. 0 2- ALL PR ❑POSED WORK MUST COMPLY WITH FDOT PLANS AND PREPARATION MANUAL oo o CI•e, PPM7 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND 11�N: N Q OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL o 3- ALL RIGHT OF WAY INSTALLATIN WILL BE IN ACCORDANCE WITH PRACTIVES TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. o REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. O N z 4 - SIGNS & BARRI CADES SH A LL BE IN ACCORD A NCE WITH THE US DOT' ON 0� w > - N - o z cn UNIFORM TRAFFIC CONTROL DEVICES' AND THE FLORIDA DEPARTMENTS ' DESIGN o STANDARDS' INDEXES 600 THRU 670 [LATEST EDITION], 14- ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONTRUCTION RELATED DAMAGE, IN THE OPINI ❑N OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE a z w 5- SINGS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF STATE PRACTICESJ REPAIRED AT THE CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY o � Z �'.1 o REFERENCE FDOT INDEXES 600 THROUGH 650 HIGHWAY DEPARTMENT, ,., �(7Q[', zz, m 6- SAFE PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES 15- ALL ABANDONED PIPE TO BE REMOVED FROM WITHIN THE R/W OF BELLEAIR ROAD, 0 ? . `,,T,` w cn m '_" o 7- ANY SIDEWALK THAT BECOMES UDERMINED, MUST BE REMOVED AND REPLACED. 16- A MIN, REQUIRED ROADWAY SHOULDER /CLEAR ZONE OF 6' FROM THE EDGE OF �`. w SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL, WHEN PAVEMENT WITH A MIN SLOPE OF 3/4' PER LINEAAR FOOT SHALL BE PROVIDED ALONG �'p i c ? N fl „ EXISTING SIDEWALK IS REMOVED, IT IS T❑ BE REMOVED T❑ THE NEAREST JOINT BELLEAIR ROAD. N❑ PERMINENT OBSTACLES ARE ALLOWED WITHIN THIS AREA. �•�a_ t C" 8- CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF THE EXISTING 1 7- THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNTY R/W MUST MEET THE o, zZO' -� a o morn Q¢w DRIVEWAY APRONS. FOLLWOING CRITERIA: 2' (PC -3) ASPHALTIC CONCRETE; 8' FDOT CERTIFIED COMPACTED j 0N "2fw TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180 BASEi 12' STABILIZED TO V1 :2 N t- z Of 9- COMPACTIONS FOR PIPE BACKFILL SHALL C❑MPLAY WITH AASHTO T -99 (100 %) LBR 40 AND COMPACTED T❑ 98% MAX, DENSITY AS DETERMINED BY AASHTO T -180 O Cr � SUBBASE, Uj a 10- DISRUBED AREA WITHIN THE R,W WILL BE COMPACTED AND SODDED 18- ALL EXISTING ASPHALT, WITHIN THE BELLEAIR ROAD R/W MUST BE REMOVED, THE SHEET 11- A MINIMUM OF 3' COVER SHALL BE PROVIDED OVER UTILITIES AT ALL DITCH AREA SHALL BE GRADED AND SODDED AS NECESSARY, CROSSINGS, 19- A MIN, REQUIRED SIDEWALK, WITHIN THE BELLEAIR ROAD R /W, AND ANY,SIDEWALK 12- DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED DAMAGED AS A RESULT OF THIS CONSTRUCTION, MUST BE REMOVED AND REPL''tEED, AS IS DISTURBED, CONTACT THE AREA INSPECT ❑R WITH THE PINELLAS COUNTY HIGHWAY DIRECTED BY PINELLAS COUNTY HIGHWAY INSPECTOR��l.;I DEPARTMENT AT 727 - 464 -8900 FOR ASSISTANCE r 20- THE SIDEWALK SLOPE THROUGH THE DRIVEWAYS MUST MEET ADA STANDARDS 13- NO STOCKPILING OF MATEIAL IN ROADWAY OR ON SIDEWALKS ALL DIRT AND DEBRIS WILL BE REMOVED FROM HON SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS 21- ALL GUARDRAILS IN BELLEAIR ROAD SHOULD REMAIN UNDISTURBED, PART OF DAILY CLEAN UP, Sun, 11 Jan 2004 - 2:47 pm Z: 050 -013 P � Belleair subdivision dw 050013 - s dw Sal hafori � � 9� P P• 9 9 JAN Gov, y} �'[ G�jl•:, w�aY.• y1;, rkti::it2.brY/hwi�mytl.':yi4c'!a w' y IIl it 00 LIMITS OF ROOT PRUNING AT POND TOB LINE AP 25 00. EX. TREE TO BE REMOVED r Q 36" 7 6,842 sq. ft. 6 31� E T(TBM ) 17" EL =1 01' 9,557 sq. ft. 3 I X44 I 5 10,892 s . IN \ D\ — r — — 7 13' \ A. o' I � QI, 4;;,`r iN t 0 It 3" 18" 0' 20' 40' 13" SCALE: 1" = 20' 11" 24" LIMITS Of ROOT PRUNING AT POND TOB LINE TYPICAL TREE BARRICADE 4 o° 6,841 sq. ft. 26" 3 5,005 sq. ft. 76 �,� 2 _ 0 / I i ✓ oO+ , 5,004 sq. ft. 26 6 ? 30" Z,�l -Ob76$ EX. TREE TO /— I 6, 3 sq. ft. k7e��5 �EQ 38" LIMITS OF ROOT PRUNING AT THIS LINE LIMITS OF ROOT PRUNING AT THIS LINE LIMITS OF ROOT PRUNING )kT POND TOB LI E If `Q9 sq. ft. z 16" J -All (5,005 W / 5" 14" 4• r o 9 I 1 5,004 sq. ft. 4 , U H IL lk •t I . 1 LIMITS OF . O �I•,, ROOT PRUNING SE TBM • P AT THIS LINE U �_ _.... — - .......... _ .,___ ............ " — — — -- 4.1' J . 30" m X \ X ovum / 9� 2 0 z 6,90 s ft. R9 T l� 3�J 399 O m 2� T 36" O I SE ROVED PLANS E APP ROP. 2" M (SHEET A) 0 O • °P PREPARED BY BREND A & A SO. y \ • I FOR WORK WITHIN THE RI T OF AY � I � QI, 4;;,`r iN t 0 It 3" 18" 0' 20' 40' 13" SCALE: 1" = 20' 11" 24" LIMITS Of ROOT PRUNING AT POND TOB LINE TYPICAL TREE BARRICADE 4 o° 6,841 sq. ft. 26" 3 5,005 sq. ft. 76 �,� 2 _ 0 / I i ✓ oO+ , 5,004 sq. ft. 26 6 ? 30" Z,�l -Ob76$ EX. TREE TO /— I 6, 3 sq. ft. k7e��5 �EQ 38" LIMITS OF ROOT PRUNING AT THIS LINE LIMITS OF ROOT PRUNING AT THIS LINE LIMITS OF ROOT PRUNING )kT POND TOB LI E T 'A2z ,AO B E LLEAI R ROAD EL. =15.68 � 'R09 ,A�,T '�OJ 381 28" 28" 0'1 ------- - - - - -- - (EXIST.) 6" — 17 -- — — — — — — — — — ��- (EXIST.) 54" CONCRETE WATER MAIN - — — — — — — — — — — — — — — — — — — — — — — — — — — ---- I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ISSUED FOR; DRIP LINE DRIP LINE CONSTRUCTION bco u7u7CQ 4-j d0IQ10 /\ �OC�c� coca \ 00 co co n CO cc CO Lo HORIZONTAL (MIN 1"X4" NOMINAL LUMBER) WIDE DIM VERT \ PROTECTIVE 0 c� BARRIERS U� ? z UPRIGHT MIN I�1 L� J / M' ' h ` 2 "X2" NOMINAL MIN Q z ' LUMBER) Q U _0LLJ �.-- 2/3 v � C7 DRIP ENTIRE LINE DRIP LINE �--� ¢ z PINES HARDWOODS p, ri.0 w mull PROTECTIVE TREE BARRIERS o Q ■.r ■ Ld z LS- 1027.DWG 12/15/94 Ld r r, Ld a a cz F 0 WHY A BARRIER a 0- W<o 1 TO PROTECT ALL THE ABOVE GROUND PROTIONS OF THE TREE FROM MECHANICAL DAMAGE, 2• TO PROTECT S ❑IL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE, 3. TO PROVIDE PHYSICAL AND MENTA AWARENESS OR TREE'S PRESENCE TO EQUIPMENT Q OPERATORS AND CONTRACTORS, TO MAKE IT WORK 0 1. PLACE NO HEAVY EQUIPMENT INSIDE BARRIER ONLY HAND LABOR. I-1 2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDEE BARRIER AREA. BY OBSERVING THESE TWO SIMPLE RULE ATREE /S CHANCE FOR SURVIVAL IS GREATLY O a IMPROVED, SPECIFICATIONS OF INSTALLING A BARRIER 1- MIN, RADUS TO BE PROTECTED, w A. PINES- DRIPLINES OR 6' WHICHEVER IS GREATER. Q B. ALL OTHER TREES INCLUDING HARDWOODS, 2/3 OF THE DRIPLINE OR 6' Q� WHICHEVER IS GREATER, �y 2- METI;OD OF ERECTION Fw—� Q� co MIN HEIGHT OF UPRIGHT 3' AND NO LESS THAN 2BY2 LUMBER w B. UPRIGHT SHOULD HAVE HORIZONTAL RIBONING AT THE TOP AND 12' BELOW r , C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAT 4' -5' APART,W D. HORIZONTAL MEMBERS OF NO LESS THAN 1x4 LUMBER BEFCIR PERMIT r w 1. BARRIER ARE TO BE ERECTED AROUND ALL TREES 4' DBH AND GREATER TO REMAIN. M w THIS MUST BE DONE BEFORE CONSTRUCTION GRADING OR ANY TREES ARE REMOVED, N-1 0 Q F 2, BARRIER ARE TO REMAIN IN PLACE UNTILL ALL PAVING AND CONSTRUCTION ARE DONE a c< w AND HEAVY EQUIPMENT IS OUT OF THE AREA. z -j a z 3. TREES 4' DBH AND GREATER THAT ARE LOCATED WITHIN 10' OF THE LOT UNDER w w I- CONSTRUCTI ❑N SHALL ALSO BE PROTECTED BY A BARRICADE, 0 0 w 0- ate. v=) NNm Sun, 11 Jan 2004 - 2:50pm Z: \050 -013 Bel leair \subdivision \dwg \050013- psp.dwg Salghafari JAN If `Q9 z 16" J -All W / 5" 14" o O ,fi• U H IL •t O �I•,, 1 SE TBM U �_ _.... — - .......... _ .,___ ............ " — — — -- �D 30" m X \ X ovum / 9� 2 0 z 36 381 R9 T l� 3�J 399 O 2� T Z O O T 'A2z ,AO B E LLEAI R ROAD EL. =15.68 � 'R09 ,A�,T '�OJ 381 28" 28" 0'1 ------- - - - - -- - (EXIST.) 6" — 17 -- — — — — — — — — — ��- (EXIST.) 54" CONCRETE WATER MAIN - — — — — — — — — — — — — — — — — — — — — — — — — — — ---- I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ISSUED FOR; DRIP LINE DRIP LINE CONSTRUCTION bco u7u7CQ 4-j d0IQ10 /\ �OC�c� coca \ 00 co co n CO cc CO Lo HORIZONTAL (MIN 1"X4" NOMINAL LUMBER) WIDE DIM VERT \ PROTECTIVE 0 c� BARRIERS U� ? z UPRIGHT MIN I�1 L� J / M' ' h ` 2 "X2" NOMINAL MIN Q z ' LUMBER) Q U _0LLJ �.-- 2/3 v � C7 DRIP ENTIRE LINE DRIP LINE �--� ¢ z PINES HARDWOODS p, ri.0 w mull PROTECTIVE TREE BARRIERS o Q ■.r ■ Ld z LS- 1027.DWG 12/15/94 Ld r r, Ld a a cz F 0 WHY A BARRIER a 0- W<o 1 TO PROTECT ALL THE ABOVE GROUND PROTIONS OF THE TREE FROM MECHANICAL DAMAGE, 2• TO PROTECT S ❑IL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE, 3. TO PROVIDE PHYSICAL AND MENTA AWARENESS OR TREE'S PRESENCE TO EQUIPMENT Q OPERATORS AND CONTRACTORS, TO MAKE IT WORK 0 1. PLACE NO HEAVY EQUIPMENT INSIDE BARRIER ONLY HAND LABOR. I-1 2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDEE BARRIER AREA. BY OBSERVING THESE TWO SIMPLE RULE ATREE /S CHANCE FOR SURVIVAL IS GREATLY O a IMPROVED, SPECIFICATIONS OF INSTALLING A BARRIER 1- MIN, RADUS TO BE PROTECTED, w A. PINES- DRIPLINES OR 6' WHICHEVER IS GREATER. Q B. ALL OTHER TREES INCLUDING HARDWOODS, 2/3 OF THE DRIPLINE OR 6' Q� WHICHEVER IS GREATER, �y 2- METI;OD OF ERECTION Fw—� Q� co MIN HEIGHT OF UPRIGHT 3' AND NO LESS THAN 2BY2 LUMBER w B. UPRIGHT SHOULD HAVE HORIZONTAL RIBONING AT THE TOP AND 12' BELOW r , C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAT 4' -5' APART,W D. HORIZONTAL MEMBERS OF NO LESS THAN 1x4 LUMBER BEFCIR PERMIT r w 1. BARRIER ARE TO BE ERECTED AROUND ALL TREES 4' DBH AND GREATER TO REMAIN. M w THIS MUST BE DONE BEFORE CONSTRUCTION GRADING OR ANY TREES ARE REMOVED, N-1 0 Q F 2, BARRIER ARE TO REMAIN IN PLACE UNTILL ALL PAVING AND CONSTRUCTION ARE DONE a c< w AND HEAVY EQUIPMENT IS OUT OF THE AREA. z -j a z 3. TREES 4' DBH AND GREATER THAT ARE LOCATED WITHIN 10' OF THE LOT UNDER w w I- CONSTRUCTI ❑N SHALL ALSO BE PROTECTED BY A BARRICADE, 0 0 w 0- ate. v=) NNm Sun, 11 Jan 2004 - 2:50pm Z: \050 -013 Bel leair \subdivision \dwg \050013- psp.dwg Salghafari JAN 6 OF 11 z W o O U H IL O U V) p 0 z z a W � Z O 0 O O U U U U CL � M O Lj F- O N Q r` O p N '- O z XL'i - V) -0ZV) O W � 'r LLI o U) CUSP C3 W zrr,- z JFn L 0- �...0 '; a Lj Uj N W 0 W F- a- 6 OF 11 Sun, 11 Jan 2004 — 3:04pm Z: \050 -013 Bel leair\su bdivision\dwg\05001 3— ps p.dwg Salghafari 3/. S • (fX /Jr) G,t,Ora /n/LEf ,' -�• Tod Et.- 10.90 f i► I S.E. C '''''''''��111 I, FOUND NAlI &Dl�ry Cliti';t GF \ fl tiny _c C, iS -_a 5 BAS /.v BOU.vDAlly l 151E I; - Tb- 10 A A s F ,,� E II L tj S /lT FE.r/CE 1► L-.1 if 3 I I N v01'10 ?v J�O.CO'(C� 3 Y9.95'(M) • I` U •r ` - , 1 r7 • I r7.7 �`�.., ..... c - - - - -E - -- - -�C -- �- - - -- - NEAR • 1).L /3'7 : U' �•:+r.4rFay` .�-.. 1�... . fF� - -. ��- - -x - ---- -- - -- 13' L • )� -� ..- .-. - .Ag' - -= •E .�y r� - „� - - •ic - I _i I (_ - X,�_ * �� • zr �� `�,d1`.LtY•x`, c ROOFOI�A /A/ CO �5 i `'nom s0.(`7� I .^O CN PROPOSED { G • "� I t,��,., DETENTION • 1, J •; Eo ' }A` PRo�ff.S. -*3 _ NOTES ^� •.I u i I r I 1CVNHCUSE IMENSIONS •� POND > I ' •. I �• =' OE.Qf.Q.O.T. KICV19pe-CAS SHOVN ARE YPICAL FOR ALL I( =' f \y�� 4J .rrr rr�rr r - rr .�.♦ • " D.N.1✓. =/3.50 270 `r' " "' (>TP /CAL) TOVNHOUSES h �`� � I � I •• {� • �z /lr. �� /NC/I N //VK = Y. ZZ AWNS �� r►..r.r.��rss I "[ • �:; i f ! (l J I i O /3.oy tOCAT � I I 25.33' `� =?� 1 4 ! 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TOP- /3.70 +• "E t' I z i y r atoc� I I i BASIS OF BEARINGS: SECTION LINE OF BELLEAIR ROAD N 89.19" 38 "'W PER PINELLAS COUNTY BENCHMARK: , #1224 BREEZE "H" - EL. = 12.810' N.G.V.0. - A.S.L. = 0.00' t O z SCALE: 1 " = 20' NORTH BASIS: P NEL !SAS COUNTY COORDINATE SYS T U`I .S,EE Co�ER s�EETFo.4 Fv!! zfacevo •••••••••••••••••••••••••••• O,PA /NAB• O /(/ /per' S/ITFE�i/CE �r ►� � ,t I �I N07 ES + ► � I I' oa I I W I ' �) SEE LA�vOSCA�i va" Plti",f./ FO P T�?EES TD .9.5- xfK J 1 X .� . o . s o •/. �tt ► ` �. >"� i `� - ' Q I SAi/EO, /�fMOYEo ` �7/�/a .•YEPL Z v x - . ; -., �K. 0 14.77 �a 1, 7� W 2� SEELA�S/O..9� /.Vc� Pl.�.t/ f0� h� + ,` ;C t'moo✓c. ds,r /' rc�rrEt D ;. O. o% .� -�. _ .' r { el ` 7-eWr,0 8LOCA. W ` "��iiY" s �► / 3 �j i�►'y X DI� r R S. ' . �- - ! , ► i X .11 co V [ o ��T: �•��r ��.i _- '�.5 . L 1 12 El. -/3. /T I // a ti. °� �,? I if ► 4 }? (I ' ! V I I 3. SEEL qv0 .ot,0/v f i?EE u 3 /!/ �/` 1 Co a• T ,�• � �� • Ir � I ICI 4 i ,k � � 9 4 �0 4i •� I •mod ri �� ►7. •°'- +- - - -} / `� c� r. o. 3.EL.•14.Z ` S vw 13 GARAGE i 1 ;.2: \ 4 y I " ! EC.-/ iciEl. = /S. /i �� - -- -� rs.rc.•IS.� "\ �1, �q� Ij If I I� I� - U X� sso �� I• PROPOSED -, A- - -- `� ` '�� ! J Pi DETENTIO'�; r I Z $` t- ••• • ., POND N 4 1' N �L I so) 1 GRA ?c vIET f ' a. '2 • �Q } r.s�c. -,:.> CONCRE-TE SLOCK P� , v.•�.o �r ) ! t� to`%•) \ •, s .. - r�'-'- - -- i( - - - -- �o� -�'L. i� -•� �T.0.3. fL.• /�.L i' arr _ _ IiJ;`� ` (� ' I � `= .A 1 N N .. - � ri ' fir-'- - -�- _ -_ -v4. -. - ... -jL •� � � � -. - .. \�. - - - _ - � q� � � y � * o j � • �+� • • -JG . �- ��- _�. --_�� r-- � � ` � � � _ r:G ciy��e_��,� ,,,� - :� ^, � E,� +4. • �,r f ,,: � � � � � 1 � ,y I I i I YK.J f35 � I Z v ' "E 0 ; -350.01 C6 51 1-11c. CORN£R /I /✓!7 i 0.7d' 0.50'N.&1.65' E. 1 / hvgPex NO, Z70 /'VO! = /z its Z -Z6 C1 1-04 - Z2 1 jro rat 1-1 '� I - tc) `' q!. �.�Oi�Np CO.dC, y I O1 /sTf c n i I o Zoc,Vee CO/Vmw5rv&4C7!/RE''hf r - - - -- ,T -= - - - -- _i. ' '' ' ' PROP. 1A 1Y /2'X /g : PE/P Iso. o. r. //V,9Ex.v0. 232 I TJ'PC"'O tMt'O /F /EDj I �' I /.Vd.: 9. ¢ (aor/iy t P� r /.v✓� r7'� 1 0 CRfs% EL. = la O 7 � 'If 9 I I CREST ICl/ /07"/1 r -S 0,0 Borroy of :r/YiM.NE.e= /a. so ; j � I ( 1 ro�o�sirry, yf,P= i3 �s � a O. H. W. 1� z 'h II cRarf /VLLr Td✓!L.. /A 0/ E.INIV • 9.OG j I' FOUNO ll;:NCt Stk! *A ,/+ CORER ? Pf NO SEC. Ili-'li-116 _ 1 ?2.58' WATER VALVES ' , FiRf Hr�RAhT 1~ • •.. ..............� SU�i��EROAC�' oRiy� •f ..•+. TCP EL -13.2)1 NY. EL. -7.3! 11 FB: 773 PG: 5 -8 ! I ! ' I �WI I iQI i V) !! f z Iz O '� c / ! � �vl w IWt cl� z°I ( 1 1 ! 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EL =9.43' `�`► TOP EL =12.77' \tij'` � - �� ;� i �, TS 13.74 13.61 14.05 3.63 PROPOM Z PRESSURE 13.61 EDGE OF PAVING SANITARY SEWER FORCEMAIN ' R I--------------------- 15 pmavo x "'o Y. C. 'pRESsaRe CAi /1YA01/ dA0/tt.Ie /I/ CONTRACTOR TO RESTORE ALL SIDEWALKS., ASPHALT. & Rnn - .. w . . v / v 4b • JF- • V r 0% / . F. f6o . Q"/v/ joIrAOM PROP 4eroCor SrAr10 v 4_0A1w4eC r1aAZ- rl eX/S rl"a a PROPOSED LIFT STATION TOP = 14.50' INV. - 9.17'(IN) INV. . %_4q,(wFrNn i I �IJNE PER CITY WAT7=R MAPS j SET NAIL&DISK LB /760 15 LZ 15 15 --- - - - - -. - -------------- - - - - -- - - - - -- -------------------------- V. C P/?E55URE (EX /ST.) ,Z "%'Y. C. P,,,, w, .�/OTE I PROP. CO3VA1,ECT /O/v O CO�J7l�ACTOR To F /•EGO E.r /srivG m SA.(/ /Ti4AY �O COMA /.V .S'AN /TARP fOO�?C.'1'MA /.1/ LOC T /O.V A.VO EL E'YAT /Oi� X /ST /NG 2 4 I EXisri/vG �i ,. I 1 23 1 22 I 21 I i'V /r/l .2" rEE AAA0(2) z"' 2 , All :Q/?Y FDI�C�MA /.V FO flP 3/4 00 ( I I I 2 OCflECK YALYES I 1 8 P OPOS EO CON�t/E"C T /O�t/. 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