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645 FRANKLIN ST
CV- CITY OF CLEARWATER - PLANNING &DEVELOPMENT SERVICES TREE REMOVAL PERMIT SITE ADDRESS�1::s Is( I PHONE 4 OWNER'S ADDRESS LOCATION OF TREE(S) ON LOT 4L 4 SPECIES AND NUMBER OF TREE(S) l4 2/ TD APPNCANT :- ,Anon- refundable fee of $ 5.00 for up to five trees to f` ,plus $3.00 for every tree above 5 to be Or i.E7,rfLM,--.-` auired. CoAMObf 1d-9O6 For new construction, S R�SON FOR REMOVAL: IfConstruction _ *See "A!' below ❑ Hazardous O Declining ❑ Dead 0 Other (Specify) Fee Rec'd. $ Date _0—i or other modifications of a property which involve the removal of a protected tree(s), must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The j u 1 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: 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 whol n property owned by the above - identified property owner, and should it be determined that the tree(s) are to ed holly or partially on property owned by some other person, then, I agree to hold the City of Clearwater less i any claim ma or wrongful removal of such tree(s). I hereby certify that this application together with any ns sub ' ed is a tr repr s ntation of all facts concerning the proposed removal of th tree(s). Any deviation from permit sued shall r der it II and void and be considere on of the _Qommuni�Development Code. of owned appl Add rL,-- y Agency 2 City State Zip Phone /C DO NOT WRITE BELOW THIS LINE - Not Valid Until Sianed By City Manaaer or his Section: Fax V / Bagd6n the Inspector's comments and information submitted, the above removal application is: VQ ❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied Signed: Date: 4sonths t7� Community Develop ent Coordinator or Designee /Inspector Valid for from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03 S� "• 0 CITY OF CLEARWATER - PLANNING &DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER K_ [W 'V-,Vt 0 SITE ADDRESS (? PHONE 0 39 -906f) OWNER'S ADDRESS 5za LOCATION OF TREE(S) ON LOT _ SPECIES AND NUMBER OF TREE(S) w �arrrt��aa�:- .,h,r.�pn -rerur It� I I.' For new construction, Ifi J site-ptteft 's to p F slue" IpQ i I8dWES DEPT i.FARhr�ir�o Z l t�l able fee of S 5.00 for up to five trees to plus $3.00 for every tree above 5 to bo R�SON FOR REMOVAL: _ Construction _ -See "A" below ❑ Hazardous ❑ Declining _ ❑ Dead ❑ Other (Specify) Fee Rec'd. $ Date _ r or other modifications of a property which involve the removal of a protected tree(s), must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The 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 j. All Protected Trees Including: C.) Diameter of 4.5' above grade (DBH) (11.) Surveyed Location (Iii.) Species (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. 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 whol n property owned by the above - identified property owner, and should it be determined that the tree(s) are lgper d holly or partially on property owned by some other person, then, I agree to hold the City of Clearwater less i any claim ma or wrongful removal of such tree(s). I hereby certify that this application together with any ns subrp ed Is a trryQ repr 7ntation of all facts concerning the proposed removal of th tree(s). Any deviation from permit.issued shall r der it and void and be considered;�iekrtion of the�ommun*)Development Code. of owned appleont /I _ _,POffed,Name f Address Agency cw ,-- 5 7s -� City State Zip Phone /( DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Section: Fax L# U 3 BcQdron the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied Signed: Date: O� Community Developnt ent Coordinator or Designee /Inspector Valid for s& months from the date of issuance. 1362.0001 -GC White - Planning & Development services Yellow - Applicant Rev. 2-03 CHURCH OF SCIENTOLOGY Mr. Rick Albs -- Land Resource Specialist_ City of Clearwater 100 South Myrtle. Avenue Clearwater, FL 33756 7 May, 2007 Re: Church of Scientology Parking Garage Tree. Deficit Proposal Dear Mr. AN, As you know, the Church is required to provide additional trees or to pay in lieu of providing them, for our new parking garage site. The amount of trees removed from the site was 287 inches. The amount that we have been able to. replace is 187 inches, including several trees around the retention pond that were not on the earlier landscape plan. The deficit would still be 100 inches. Whereas we have no difficulty providing these additional trees on the parking garage site-, after, the 187 inches of existing trees it is just not good design nor good forestry to put more trees on that site. The remainder of the block will be the site of our new 3,500 seat hall, where it is not practical to plant trees at this time, before the construction is even started. W tw-,-( ,Z Anticipating this difficulty, we have planted 70" of trees on three other Church properties, (Hacienda Gardens, Sherwood Gardens and Sandcastle/ Osceola Inn) and propose to plant an additional 71" at these same properties. The list of trees growing already for replacement, and the list of new purchases are attached. The total amount of trees proposed here is 141 inches, or 41 inches over the actual deficit. Please let me know if this proposal is acceptable as proper replacement of the original trees on the parking garagg site. If there are any quest' s ,,ofi this please call me at any time at 638 -9088. Fames Bond Owner's Representative NEW PARKINIG GARAGE: TOTAL TREES / CALIPER INCHES # trees # inches TOTAL INCHES PALMS 16 1 16" A FRANKLIN 2 4 Ligustrums 4 EAST ST. 2 Ligustrums 2 're Z 12" y POND SIDE 10 Ligustrums 10 .0 Z AT Zo,� 3 Oaks 3 2 6" 4 Crape myrtles 4 A 2 � 4 Magnolias 4 2 8" 1 little gem —4- — - 9 Loquats -19- 11 Bald cypress 11 2 22" 4 Cedar trees -4--- -4z TOTAL CALIPER INCHES ' 187" During the past two years, since the trees were removed from the parking garage lot, we have been planting / cultivating trees on our properties —to replace these trees. HACIENDA OAKS, # Caliper inches Zone 1 28" Zone 2 8" Zone 3 Zone 4 5" -c-aftip Loquat 3" Lemons 4" Crape myrtle 4" Oaks & 4em- 54" SHERWOOD Ligustrum trees 5" � nLLe froe-c- -(F SC- Osceola 5" Oaks & 4em- Ficu Total 70Y PROPOSED TREE PLANTINGS (to replace trees removed from parking garage property) SANDCASTLE # trees. # inches 2 x d-13 Weeping Bottlebrush trees, Callistemon 2 1 3 2 x 2" Hong kong orchid trees, pale pink, 2 4 Bauhinia monandra, or white OSCEOLA '-�a ; �- *eafe— nda— roes 2 4 (Jacaranda mimosifolia) 4 x' oak trees 4 6 5 x 1 1/2" crape myrtles 5 7 1/2 1 x 2 violet Hong Kong orchid (violet) 1 2 HACIENDA Front: Saturn 8 x-l-±/-2 There are red maple trees lining the 8 12 opposite side of the street on Saturn. To have these on both sides of the street would be stunning Back: Keene —two large fields Streetside beautification 8 x -3-Ahr - -slash pines on the south side across from 8 12 St. Andrews Cove - -to balance (same on both sides of street. 5 x 1 1 /2 "on the north side of drive, 12 oak trees 5 71/2 SHERWOOD 12 x 1 1 /2" Crape myrtle trees -- fronts of Buildings 5, 6, 12 18 1 and 2, side of Bldg 7 3 x 1 1/2" New Jerusalem thorn trees —hill near garden 3 4.5 shed and next to Building 7, back of Building 1 (yellow flowers). TOTALS: 52 71" .-jig X1 File Edt Opaons Wirdow HeAp �Activlty U72 Desc Need 'free --Pe i Pgd- 11146 t , DONEa Hold -evel:', Noel A a S, 4 :alendar Tag --W % '112/13/2004 N- lep"y �'v �z' W, '09': ' Last S onse 12/13/2004 (71 igned 12/13/2004 T RZ Scheduled the removal of two Oak trees for uti lity construction. rove "42C dihb e 1V wdbr pp Revised replacements equal 101 inches, landscape plan V'R proposes 133 inches, therefore no deficit exists. !11 6 -h f i r.M'' -W F .It X0 011 0 Land Resource Review B070 111182004 11/182004 11118/2004 Parking Structure/: Need Clearing/GrubbincB073 11/182004 11/182004 11/18/2W4 OK Help t OR See '4 Set see see RE, DONE R—A DONE R—A 001 Engineering Final Q001 6/3/2005 6/62005 618/2005 JHR FAIL JHR Sct 927 Water Main InstallzQ927 9/2112006 923/2005 912312005 FAIL MAC Sct 926 Storm Sewer Instal Q926 902005 9/23/2005 9232005 FAIL MAC So 925 Sanitary Sewer Ma Q925 921=5 9/23/2005 912312005 FAIL MAC Scf 927 Water Main InstallzQ927 12112005 12122005 12122005 DONE MAC Sct 926 Storm Sewer Instal Q926 12/1/2005 1222005 122/2005 DONE MAC Sct 925 Sanitary Sewer Ma 0925 12/1/2005 12/22005 12=05 DONE MAC Scf-1 IView /Add Activities '11IRStarfli] 1W A 0 C-1 >$ Inbox - Microso...I Tidemark Adv... Microsoft Excel I ITJ Permit Plan Co— 2:21 PM File Edit Options Window Help 14 -In 0 0 in 0 Emit New Open Task List QBE GIS 0 4 @ GC + % a fl) 86 0 M It I )EI Q11 ($ Close Edit Protect Group Add Clone Parcel Activity People Fees Valuation Conditions Case Notes Tags Documents GfS Case BUilding ConstrUCtion Pernift 13CP2003-08679", 611 x Name- PIERRE C)HPKInYFP H dated 3/23/2007 \A. Atlas iz-1 General � '4 Address: 645 FRANKLIN ST Master* PCP2003-08679 :)RJ#-.IBCP2003-08679 Project: IFLAG PARKING GARAGE SITE WORK General 2 Description: AS PER SIGNED AND SEALED LETTER RECEIVED 8/4/04 FROM KEN ROUSCH, ENGINEER FOR NORTHSIDE ENGINEERING SERVICES, INC., F�Type of I— --.- -- --- — --- . 1. .— - - , Work TREES: Removal Reason: Construction Number Removed: 67 Number Req'd: Replacement Trees Req'd-. Deficit: 287 Caliper Replaced] 133 Tree Directions -J View/Add Activities .;H16 Star inbox - IN Tidemark ... @gMcrosoftE ... I IM Permit Plan... V 611 Ste"` 0 CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER EL L[ i lult s ( 1" A )l SITE ADDRESS %- PHONE 4 41 OWNER'S ADDRESS 4' > E LOCATION OF TREE(S) ON LOT N i7 U« A41 SPECIES AND BE OF TREE S) TO APPLIC NT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for eve tree above 5 to be removed is required. Iti 11 m A) CONSTRUCTION 1. For new construction, additions or other a site plan is required. This site plan must ha site plan must include: a. Major Changes of Grade f g Prop tTUT b. Structure Locations Pro p 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: U Construction *See "A" below ❑ Hazardous 0 Declining • Dead • Other (Specify) Fee Rec'd. $ Date ✓e the removal of a protected tree(s), family lots, or 1 " =50' for all others. The All Protected Trees Including: (i.) Diameter of 4.5' above grade (DBH) (ii.) Surveyed Location (iii.) Species (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations Z O �a 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 y 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 D to be removed is wholly on pr erty owned by the above - identified property owner, and should it be determined that O the tree(s) are located. f for partially on property owned by some other person, then, I agree to hold the City of Clearwater harmaess' it ohy clalm de for wrongful removal of such tree(s). I hereby certify that this application together with any plags mitted is a t re s ntation of all facts concerning the proSpsed removal of the tree(s). Any deviation from theper t Issued s e t II and void and be considered a v' Ion of the Com nity Development Code. ature of owneh or apglicant,4 - Printed Name Address Agency Representing OCL # City State Zip Phone /Cell Fax i C ` r AppliccGe Code Section: N�� Based on the Inspector's comme t and infor on submitted, the above removal application is: D Approvocts Sub Approved - Modified as Noted Above ❑ Denied Signed: Date: Commu ' Developmen ogrdinator or Des a /Inspector Valid for six months from the date of issuance. 1362 1 ���,� White - Planning & Development Services Yellow- Applicant Rev. 2-03 r 1 l -s a CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER G' -6 03 O OWNER'S ADDRESS . Cu.) - - PHONE ,6 3 SITE ADDRESS as` t LOCATION OF TREE(S) O LN OT SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refunda of $1'�0 s be removed, plus $3.00 for t removed is required, A) CONSTRUCTION SEP ® 9 2002 1, For new construction, additions or other modi ati sofa ol� a site plan is required. This site plan must have a ipi : qapl to 14' 20 site plan must include:l�t L '. EdR. REASON FOR REMOVAL: ❑ Construction -Permit # -See "A" below f)l • Hazardous • Declining • Dead • Other (Specify) Fee Rec'd Receipt # Date removal of a protected tree(s), lots, or 1 " =50' for all others. The 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_p.Da076 owned by the above - identified property owner, and should it be determined that the tree(s) are locate o or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmle a claim made for rongful removal of such tree(s). I hereby certify that this application together with any plans mi is a true re Lion of all facts concerning the prop o removal of the e(s). Any deviation from the mit i ed shall ren II nd void and be considered a viol ' n of the Co , uni evelopment Code. not of owner or applicant Printed me Address7 per— Agency Representing n_OC es60 L x-/ 7� �7���) q City State Zip Phone Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent I pector's omments: —_tL-L � Z O (3. 931, JAI CCS lAl Applicable Code .s - 140 r Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted Approved- Modified as Noted Above 0 Denied Signed: Date: Z Z_ Community Nevelop4ent 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 Q SEpLMa �2 v ,J, a c 9��ATER��Qe. CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER L_ZC44U"A OWNER'S ADD SS i PHONE V2 7 SITE ADDRESS 6S` LOCATION OF TREE(S) ON LOT SPECIES AND NUMBER OF TREE(S) C 1) 14-4 444we O fK 1, �Ir �Wvllal a TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus 53.00 for every tree above 5 fo be removed is required. Fee Recd. $ �► CONSTRUCTION �� �. Date Receipt # CONS UCTION 1. For new construction, additions or other modifications of a property which involve the removal of protect d 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 roperty owned by the above - identified property owner, and should it be determined that the tree(s) are locat oily or partially on property owned by some other person, then, I agree to hold the City of Clearwater har �s ' any claim made for ongful removal of such tree(s). I hereby certify that this application together with any plan b Itted is a true re ese n of all facts concerning the prop d removal oft tree(s). Any deviation from the sued shall ren Fit a void and be considered a ion of the mmu I Development Code. Si ure of owner or applicant Pri d Name ,���f� Address City State Zip REASON FOR REMOVAL: Construction • Permit # •See "A" below ❑ Hazardous ❑ Declining ❑ Dead ❑ Other (Specify) Agency Representing OCL # Phone Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Sianed By City Manager or his Designated Agent Applicable Code Section 21 _120 Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied Signed: "4.,�_ Aj_x� Date: 6.11021e2— . Community velopment Aoarcinator or Designee /Inspector Valid for s' mont s from the date of issuance. 1362.0001 GC White - Planning & Development Services Yellow - Applicant Rev. 4 -01 Z O 99�ATEP���� APPLICATION FOR LAND CLEARING & GRUBBING PERMIT OF CLEARWATER 1 NING DEPARTMENT (727) 562-4741 DATE NOV 18 2004 RECEIPT NO. A non - refundable fl Irk I mil applicable for 6 months from date of approval. In accordance wit F r1WAT Code, I hereby apply for permit to land clear and /or grub the property described below. 1. Location of Property: GO Z-A cry S' _ _'' 2. Project Name: 3. Purpose of clearing and /or grubbing: 6 New Construction 0 Demolition 0 Tank Removal 0 Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) LA I 5. Proposed method of debris disposal V._^.., W'F'L.t__ 0 6. Date you plan to begin work t Z'ICA C 7. Proposed method of soil erosion control `-T TZ� 8. No -Tree Verification Required 0 Tree Removal Permit Required I AM AWARE A RSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING C TR ION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSI AND ATION CO TROL. z - :::- gnatu ner or Owne epresentative dr nme i State Zip Representatives' Firm - / 6 .Sf : f old' 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. ISO NOT WRITE BELOW THIS LINE Based on the above comments and information submitted, the above clearing & grubbing application is: 0 Approved As Submitted Approved - Modified As Noted Above 0 Denied Signed- Date: i 0 City Manager Designee CLEARWATER Brian J. Aungst, Mayor Frank Hibbard, Councilmember Hoyt Hamilton, Councilmember Bill Janson, Councilmember Carlen A. Petersen, Councilmember 1362-0002 -GC White - Planning Department Yellow - Applicant 5.04 _ o APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PLANNING DEPARTMENT (727) 562.4741 DATE 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 properly described below. r� l - 3 1. Location of Property: `7 �6 1� /V / t 1- 2. Project Name: 3. Purpose of clearing and /or grubbing: kO"New Construction ❑ Demolition /D Tank Removal U Other 4, General description of existing vegetation, topography, and surface water (including all existing nd /or proposed ditches, canals, and swales) ,m i &164,,V9 5. 6. 7. Proposed method of debris disposal Date you plan to begin work Proposed method of soil erosic CA_ No -Tree Verification Required ❑ Tree Removal Permit Required I AM AWAR D DERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING ONS CTION AND ARTI LE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING ERO N AND, LTATION CGNTRU owners Applicant must include Aerial NOT a Tree Removal Permit. Land Resource Comments: MAy 0 2 2006 T EW-MMORO Firm rS property boundaries and limits of work. This is DO NOT WRITE BELOW THIS LINE Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted k Approved - Modified As Noted Above ❑ Denied Signed: �� Ayv_y_a__ Date: City Manager or gesignee J —�— CLEARWATER Frank Hibbard, Mayor Bill Jonson, Vice -Mayor John Doran, Councilmember Hoyt Hamilton, Councilmember Carlen A. Petersen, Councilmember 1362- OD02 -GC White - Planning Department Yellow - Applicant 4-05 ri?a 0� Church of Scientology Religious Trust Tree Inventory Central Energy Plant Construction Franklin/Court Streets October 20,, 2001, Performed By Westenberger Tree Service, Inc. 2030 58th Street North, Clearwater, FL 33760 FAX 727-507-8733 n� TAG # COMMON NAME BOTANICAL NAME DBH" CONDITION NOTES /RECOMMENDATIONS 2401 CABBAGE PALM SABAL PALMETTO 15.5 60% MATURE, TRIM 2402 BLUE JACK OAK QUERCUS 12/12.5 25% MULTI - TRUNK, REMOVE DUE TO CAVITIES 2403 CABBAGE PALM SABAL PALMETTO 20 60% MATURE, TRIM 2404 CABBAGE PALM SABAL PALMETTO 17 50% MATURE, TRIM 2405 LIVE OAK QUERCUS VIRGINIANA 22 65% CO- DOMINANT TRUNK, INSTALL MECHANICAL SUPPORT, 1 ROD, 2 CABLES, CLASS II 2406 LAUREL OAK QUERCUS LAURIFOLIA 8.25 20% PREVIOUSLY IMPROPERLY PRUNED, REMOVE 2407 LAUREL OAK QUERCUS LAURIFOLIA 11 CULL DEAD, REMOVE ASAP DUE TO HYPDXYLON CANKER 2408 QUEEN PALM SYAGRUS ROMANZOFF/ANA 12 CULL TRUNK FRACTURE, REMOVE 2409 QUEEN PALM SYAGRUS ROMANZOFF/ANA 12 CULL REMOVE 2410 LAUREL OAK QUERCUS LAURIFOLIA 17.5 65% INOCULATE, CLASS II PRUNE 2411 CABBAGE PALM SABAL PALMETTO 10 90% MATURE NICE TREE, RELOCATE IF NECESSARY 2412 CABBAGE PALM SABAL PALMETTO 11 60% MATURE, HAS BASAL INJURY, STILL VIABLE, RELOCATE IF NECESSARY 2413 CABBAGE PALM SABAL PALMETTO 12 95% MATURE, RELOCATE IF NECESSARY —� 2414 JACARANDA JACARANDA 22 45% PREVIOUSLY TOPPED,HAS CAVITIES, PERFORM RESTORATIVE PRUNING 2415 CABBAGE PALM SABAL PALMETTO 16 60% NOT MATURE, HEIGHT APPROX. 12', RELOCATE IF NECESSARY 2416 LAUREL OAK QUERCUS LAURIFOLIA 17/17 40% INCLUDED BARK BETWEEN 2 MAIN TRUNKS, INSTALL 4 RODS, 3 CABLES, CLASS II PRU NE 2417 CABBAGE PALM SABAL PALMETTO 135 30% MATURE, REMOVE, INTERFERES WITH LIVE OAK AND UTILITY WIRES 2418 CABBAGE PALM SABAL PALMETTO 12.5 70% NOT MATURE, HEIGHT APPROX. 10, RELOCATE IF NECESSARY 2419 LIVE OAK QUERCUS VIRGINIANA 31.5/23 80 0/0 SPECIMEN TREE, PRESERVE, INOCULATE, SET -UP NO TRESPASS ZONE, CLASS II PRUNE 2420 LAUREL OAK QUERCUS LAURIFOLIA 18 CULL STRUCTURAL FAILURE, CAVITIES IN MAIN TRUNK, REMOVE 2421 LIVE OAK QUERCUS VIRGINIANA 25/24 85% SPECIMEN TREE, PRESERVE, INOCULATE, SET -UP NO TRESPASS ZONE, CLASS II PRUNE 2422 LAUREL OAK QUERCUS LAURIFOLIA 21.5 50% TREAT FUNGUAL ACTIVITY IN MAIN TRUNK, MISTLETOE IN CANOPY, CLASS II PRUNE 2423 WATER OAK QUERCUS NIGRA 25 65% CLASS If PRUNE 2424 WASHINGTON PALM WASH/NGTONIA ROBUSTA 10.5 70% HEIGHT APPROX. 5T, TRIM 2425 CABBAGE PALM SABAL PALMETTO 19 80 0,6 MATURE, REMOVE STRANGLER FIG, TRIM All tags are placed on the north side of the tree about 4 -1/2 feet above the ground. All existing trees that stay or are relocated should receive a Class 11 Prune according to ANSI Standards. TAG # COMMON NAME BOTANICAL NAME DBH" 2426 WASHINGTON PALM WASHINGTONIA ROBUSTA 10 2427 WASHINGTON PALM WASHINGTONIA ROBUSTA 10.5 2428 BOTTLEBRUSH CALLISTEMON 13/8 2429 CABBAGE PALM SABAL PALMETTO 21 2430 CABBAGE PALM SABAL PALMETTO 16 2431 CABBAGE PALM SABAL PALMETTO 19 2432 CABBAGE PALM SABAL PALMETTO 19 2433 CABBAGE PALM SABAL PALMETTO 18 2434 CABBAGE PALM SABAL PALMETTO 22 2435 WASHINGTON PALM WASHINGTONIA ROBUSTA 15 2436 CABBAGE PALM SABAL PALMETTO 17.5 2437 CABBAGE PALM SABAL PALMETTO 18.5 2438 CABBAGE PALM SABAL PALMETTO 9 2439 SILK OAK GREVILLEA ROBUSTA 27 2440 CABBAGE PALM SABAL PALMETTO 20 2441 CABBAGE PALM SABAL PALMETTO 22 2442 CABBAGE PALM SABAL PALMETTO 23 2443 LAUREL OAK QUERCUS LAURIFOLIA 17.5 2444 WASHINGTON PALM WASHINGTONIA ROBUSTA 17 2445 WASHINGTON PALM WASHINGTONIA ROBUSTA 13 2446 WASHINGTON PALM WASHINGTONIA ROBUSTA 13 2447 CABBAGE PALM SABAL PALMETTO 14 2448 WASHINGTON PALM WASHINGTONIA ROBUSTA 11 2449 WASHINGTON PALM WASHINGTONIA ROBUSTA 11 2450 LAUREL OAK QUERCUS LAURIFOLIA 4.5 CONDITION NOTES /RECOMMENDATIONS 75% HEIGHT APPROX. 48', TRIM 65% HEIGHT APPROX. 40, TRIM CULL MULTI - TRUNK, INFESTED WITH ANTS, REMOVE 90% MATURE, HEIGHT APPROX 12', RELOCATE IF NECESSARY 70% MATURE, RELOCATE IF NECESSARY 70% MATURE, RELOCATE IF NECESSARY 70% MATURE, RELOCATE IF NECESSARY 90% MATURE, RELOCATE IF NECESSARY 80% MATURE, RELOCATE IF NECESSARY 65% HEIGHT APPROX. IS, RELOCATE IF NECESSARY 60% MATURE, HEIGHT APPROX. 16, RELOCATE IF NECESSARY 50% NOT ON SITE MAP, HEIGHT APPROX I V TALL, MATURE, RELOCATE IF NECESSARY 70% NOT ON SITE MAP, HEIGHT APPROX 5' TALL, NOT MATURE, RELOCATE IF NECESSARY CULL REMOVE DUE TO CAVITIES IN MAIN TRUNK AND CANOPY 40% HEIGHT APPROX. 28', MATURE, RELOCATE IF NECESSARY 80% HEIGHT APPROX. IS, MATURE, RELOCATE IF NECESSARY 70% HEIGHT APPROX. 10' MATURE, RELOCATE IF NECESSARY 60 0,6 CLASS 11 PRUNE 65% HEIGHT APPROX. 18', RELOCATE IF NECESSARY 60% HEIGHT APPROX. 29, RELOCATE IF NECESSARY 60% HEIGHT APPROX. 29', RELOCATE IF NECESSARY 60°,6 HEIGHT APPROX. 8', NOT MATURE, RELOCATE IF NECESSARY 60% HEIGHT APPROX. 32', RELOCATE IF NECESSARY 60% HEIGHT APPROX. 32', RELOCATE IF NECESSARY CULL PREVIOUSLY IMPROPERLY PRUNED, REMOVE All tags are placed on the north side of the tree about 4 -1/2 feet above the ground. All existing trees that stay or are relocated should receive a Class II Prune according to ANSI Standards. O `V Cabbage Palm Sabah Palmetto DBH:15.5" Condition: 60% Mature, Lei ght app- oximate_y 48' Trim, relocate if necessary Tag#2401 `V Blue Jack Oak Que.µcus DBH: 12"/'12.5" Condition: 25% Has multi -trunk with cavities Remove Ta992402 I N Cabbage ?alm Saba) Palmetto DBH:20" Condition: 60% Mature, Trim, relc Cate if necessary Tag#2403 +Y� a lot r". Ir - G lit 4, * � 1 I" b Live Oak Quercus Virginiana DBH:22" Condition: 65% Has co- dominant trunk Install mechanical support: 1 rod, 2 cables Perform Class II prune Tag -42405 a `V Laurel Oak Quercus Laurifolia DBH:8.25" Condition: 20% Remove due to previous improper pruning Tag#24 -06 Laurel Oak Qucrcus Laurifolia DBH:11" Condition: CULL Dead Remove ASAP has Hypoxylon Canker Tag#2407 Queen Palm S )agrus Romunzoffiana DBH:l2" Condition: CULL Has trunk fracture Remove Tag#2408 N, 0 Queen Palm Syagras Romanzoffiana D$E: 2" Condition: CULL R -lm3ve Tag#2409 0 J� Laurel OF.k 2uereus Laurifolia DBH:17.5" Condition: 65% Perform ClassI prine Inoculate Tag#2410 Cabbage Palm Saba' Palmetto DBH:10" Condition: 90% Mature, Trim, relocate if necessary "Nice Tree" Tag#2411 Cabbage Palm Sabal Palmetto DBH:II" Condition: 601/% Mature, Trim, reocate if necessary Has basal injury, still viable Tag#2412 (�q Cabbage Palm Sabat palmetto DBH:12" Condition: 95% Mature, Trim, relocate if ne;,e$sary Tag42413 Jacaranda Jacaranda DBH:22" Condition: 45% Has cavit=es, previously "topped" Perform restorative pruning Tag#2414 Cabbage ?alm Sabal Palmerto DBH: 16" Condition: 60% Not mature, Height approximately 12' Trim, relccate if neevssary Mu ti -trunk Tag42415 Laurel Oak Quercus Laurifolia DBH: 17"/'17" Condition: 40% Perform Class II prune Has included bark between 2 main trunks, Mechanical support recommended: 4 rods, 3 cables Tag#2416 c� U Cabbage ?alm Sabai' Palmetto DBH:13.5" Clondition: 30% Mature, Remove, interferes with Live Oak and - .itility wires Tag42417 Cabbage Palm Saba! Palmetto DBH:12.5" Condition: 70% Not mature, he--& approximately 10' Trim, rclocate if necessary Tag#2418 N Live Oak Quercus Virginiana DBH:31.5 "/23" Condition: 80% Preserve specimen tree, mult_-trunk Inoculate, Class II prune Set -up NO TRESSPASS ZONE 3/4 under drip line, Remove building material Tag#2419 N h Laurel Oak Quercus Laurifolia DBH:18" Condition: CULL Has structural failure, cavities in the main trunk Remove Tag#2420 N Live Oak 2uercus Virginiana DBH: 251724" Condition: 85% Preserve specimen ;,ree, multi -trunk Inoculate; Class II prune Set -up NO TRESSPASS ZONE 3/4 under drip line, Remove tuilding material Tag#2421 L-71' -T7 Q%44 14,P Vo- V Jim 41 f 'K 14 4 Ilk, - i c- M N Water Oak Quercus Niagra DBH: 25" Condition: 65 No Perform Class II prune Tag #2423 Washington Palm Tdsh%ngtonia Robusta DBH:10.5" Cond_tion: 70% Height approximately 57' Trim, relocate if r_ecessary Tag#2424 Cabbage Palm ,cabal Pa,metto DBH:19" Condition: 80% Mature, Trim, remove strangler fig, relocate if necessary Tag#2425 Washington Pala_ Washingtonia Robusta DBH:10" Condition: 75% Height approximately 48' Trim, relc cate if n. cessa3y Tag#2426 Washington Palm Washingtonia Robusta DBH:10.5" Condition: 65% Height approximately 40' Trim, relocate if necessary Tag#2427 1 W h.i Bottlebrush Callistemon DBH:13 "/8" Condition: CULL Has multi -trunk infested with ants Remove I Tag42428 .?I ,pry e. dirt, 4 4' . h.i Bottlebrush Callistemon DBH:13 "/8" Condition: CULL Has multi -trunk infested with ants Remove I Tag42428 .?I Cabbage Palm Sabal Palmetto DBH:21" Condition: 90% Mature; height approximately 12' Trim, relocate if necessary Tag#2429 O Cabbage ?alm Sabal Palmetto DBH:16" �onditian: 70% Mature, Trim, relocate if Lecessary Tag42430 Cabbage Palm Sabai Palmetto DlfH:19" Condition: 70% Nature, Trim, relocate if necessary Tag#2431 Cabbage ?alm Sabo' Pdnietto DBH:19" Condition: 70% Mature, Trim, r- lccate if nece3sa =y Tag#2432 M M N� Cabbage Palm Sabal Palmetto DBH:18" Condition: 90% Mature, Trim, relocate if necessary Tag#2�33 U Cabbage Palm Saba! Palmetto D13H:22" Condition: 80% Mature, Tram, relocate if necessary Tagi-'.2434 M M Washington Palm Washingtonia Robusta DBH:15" Condition: 65% Height approximately 15' Trim, relocate if necessary Tae -1435 t M Cabbage Palm Sabal Palmetto DBH:17.5" Condition: 60% Mature, height approximately =6' Trim, relocate if necessary Tag#2436 Cabbage Palm Saba! Palmetto DBH:18.5" Condition: 50% Mature, height approximately 11' Trig, - elocate if nexssary NOT ON SITE MAP Tae2437 "1 b abbage Palm Saba Palmetto D " Condition: 70% NQ }x�at 1-e, height approximately 5' ,elocate --f necessa-y NOT ON SITE MAP Tag92438 M Silk Oak Grev►llea Robusta DBH:27" Condition: CULL Cavities in main trunk and canopy Remove Tag#2439 M Cabbage Palm Saba., Palmetto DBH:20" Condition: 40% Mature, height approximately 28' Trim, relocate if necessary Tag#2440 Cabbage Palm Sabai' Palm nto DBH:22" Condition: 30% Mature, height approximately 15' Trim, -elocate if ne pessary Tag#2441 �O Cabbage Palm Saba! Palmetto DBH:23" Condition: 70% Mature, height approximately 10' Trim, relocate if necessary Tag#2442 m m Laurel Oak Quercus Laurifolia DBH: 17 5" Condition: 60% Class II prune Tag#2443 Washington Palm Washing(onia Robusta DBH:17" Condition: 65% Height approximately 18' Trim, rel Ovate if necessary Tag42444 M Washington Palm Washingtonia Robusta DBH:13" Condition 609/o Height approximately 29' Trim, relocate if necessary Tag#2445 Washington Palm Washingtonia Robusta DBH:13" Condition: 60% Height approximately 29' Trim, relocate if necessary Tag#2446 Cabbage Palm Saba, Palmetto DBH:14" Condition: 60 °/') Not matu --e, height approximarely 8' Trim, relocate if necessary Tag#2447 Washington Palm TVashingtonia Robusta DBH:11' Condition: 60% Height approximately 32' Trim, relocate if necessary Tagf2448 0 Washington Palm Was ;; ingk oWa Ro&usta DBH:11" Conditiaci: 600ro Height approximately K" Trim, relocate if nezessary Tag.2449 Laurel Oak Quer -us Laurifolia DBH:4.5" Condition: CULL Remove, previously improperly pruned Tag#2450 40 Cabbage Palm Sabal Palmetto DBH:16.5" Condition: 70% Mature, height approximately 18' Trim, relc cate if necessary NOT ON SITE MAP, pictured on right Tag#2451 Cabbage ?alm Sabal Palmeko DBH:16" Condition: 60% Mature, height approximately 17' Trim, relocate if necessari NOT ON SITE MAP, picnjred on left Tag42452 BOUNDARY, TOPOGRAPH /CAL & TREE SURVEY COURT SQUARE P /NELLAS COUNTY, FLORIDA LQ 4 Z cr ,JAI 4 LLIO 017!: Z w Q MAPI FRANKLIN STREET COURT TREE L EGEND: OAK PALM BOTTLE BRUSH JACARANDA MAGNOLIA MAPLE BANYAN STREET SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST j MICHAEL BAKER ASSOCIATES, INC. LAND SURVEYORS and PLANNERS 9 SOUTH SAFFORD AVENUE TARPON SPRINGS, FLORIDA 34689 (813) QW-3026 nW (813) WS-25M A0# WDON NO. LB 40f9 DATE: AUGUST 8, 1998 SCALE I = JO' I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY IS TRUE AND CORRECT AND THAT IT MEETS FILE: CORTFRNK SURVEYED BY R.V.K. THE MINIMUM TECHNICAL STANDARDS SET FORTH BY I FIELD BOOK PAGES THE FLORIDA STATE BOARD OF SURVEYORS AND — MAPPERS AND CHAPTER 61G17-6, F.A.C. 553 29 Y, L. H. GRAY 556 A5,3,54 L DRAWN B NOTE: THIS MAP NOTf VALID WITHOUr THE SIGNATURE AND ORIGINAL REVISIONS IRAISED SEAL OF 40RIDA LICENSED SURVEYOR . AND MAPPER NA 771 =N _= Pi I Lots 1 through 14; AND Lots 9 through, 16 of Block 12, COURT SQUARE SUBDIVISION, according to the map or plat thereof, as recorded in Plat Book 5, Page 52, Public Records of Pinellas County, Florida. Subject to City of Clearwater Ordinance No. 6839 -01. AND Lots 1 through 8, Block 12, MAGNOLIA PARK SUBDIVISION, according to the map or plat thereof, as recorded in Plat Book 3, Page 43, Public Records of Pinellas County, Florida. Subject to City of Clearwater Ordinance No. 6839 -01. AND A portion of Section 16, Township 29 South, Range 15 East, Pinellas County, Florida, being more particularly described as follows: From the intersection of the North right —of —way line of Court Street and the East right —of —way line of South Garden Avenue, run East 140 feet for a Point of Beginning; thence Northeasterly 300 feet; thence East 55 feet along the South right —of —way line of Franklin Street; thence Southwesterly 300 feet; thence West 55 feet along said North right —of —way line of Court Street to the Point of Beginning. Vacated 15' alleyway per City of Clearwater Ordinance No. 6839 -01, as recorded in Official Records Book 11746, Page 595, Public Records of Pinellas County, Florida. Muting R , _= I 15/29/15/54450/012 /0010+ 0020 +0030 +00809 16/29/15/00000/140/03005 16/29/15/18648/012/01309 16/29/15/18648/000 /0010+ 0060 +0090 +0110 +0120 +0140. FLOOD ZONE INFODMt1'TION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 12103CO108H MAP REVISED DATE 05/17/2005. PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. (SURVEY INFOPM'TION SURVEY INFORMATION PROVIDED FROM SIGNED & SEALED SURVEY BY: STEVEN SEMPLE, P.L.S. FLA. REG. No. 5489 DATE OF SURVEY: APRIL 20, 2006 ELEVATIONS ARE SHOWN IN NGVD 1929 DATUM. Address: 1101 Channelside Drive, Suite 40ON Tampa, Florida 33602 Phone: 813 - 223 -9500 Fax: 813 - 223 -0009 Web —Site: www.wilsonmiller.com SECTION 16, TOWN8111P 29 S, RANGE 15 E CITY OF CLFAfZWATPD PINELLAS COUNTY, FLORIDA SITE DATA EXISTING PROPOSED REQUIRED ZONING: D D D LAND USE: CBD CBD CBD USAGE: RETAIL/OFFICE 4 STORY PARKING STRUCTURE EXIST. STORM SEWER LOT AREA: (S, F,) ACRES 190,252 4.37 190,252 4.37 - BUILDING COVERAGE: (S.F. & % OF GROSS SITE ) 23,595 12.4% 73,127 38,49/o N/A GROSS FLOOR AREA (S.F.): F,A,R,: 17,242 0.09 17,242 0.09 N/A SET BACKS FRONT (N): SIDE(E): REAR (S): 0' 13,1 N/A 0` 21.0 0' 10.0 HEIGHT (FT): 22' 56 N/A PAVED VEHICULAR USE AREA (S,F, )(V,U.A ) 33,109 44,804 N/A IMPERVIOUS SURFACE RA110: 0,30 0,62 N/A OPEN SPACE: (S.F. & % OF GROSS SITE ) 131,274 69,0% 72,321 38.0% N/A PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V,U.A.) 0 0,00/0 1,460 3.3% N/A REGULAR PARKING: HANDICAPPED: 0 0 589* 13 809 ** 1 PARKING NOTES( *)( * *): *INCLUDES 6 BUSES AND 2 VANS. ** PAYNENT IN -LIEU REQUIRED FOR 72 CARS LEGEND C1.1 OF NEW UTILITY TO EXIST. A EXIST. ELEVATION TBM TEMPORARY EXIST. CONTOUR (TYP) TYPICAL NEW ELEVATION +10.00 PROJECT BOUNDARY FIRE HYDRANT ASSEMBLY EXIST. STORM SEWER UTILITY POLE NEW STORM SEWER ��������■■���- EXIST. SAN. SEWER -- _,_ _,___-_ _.® ..._ NEW SAN. SEWER M ■�■i■:■'w°m`- ■ ■f-'m EXIST. WATER SERVICE - ----- -m----- °-- --- - -m NEW WATER SERVICE ■ ■ ■ ■ ■ ■ ■ ■ ■••• ■' ■' ■ ■'•�' OVERHEAD UTILITY LINES -------7///----- 71- - - - - -- 8 C.O. C CLEAN— OUT(C.O.) .;.. ■ �■ ■;.,.:® TEMP. SILT BARRIER 1' FENCE Qaik �tlo- Lim GAS W�GU ■W. (2)6" HEATING & 18" CHILLED WATER SUPPLY & RETURN 0 Z NEW VALVE �s f <a POINT OF CONNECTION C1.1 OF NEW UTILITY TO EXIST. C1.2 F.H.A. FIRE HYDRANT ASSEMBLY TBM TEMPORARY BENCH MARK (TYP) TYPICAL DRAINAGE & UTILITIES S/W SIDEWALK PLAN FIRE HYDRANT ASSEMBLY LANDSCAPE PLAN UTILITY POLE co U LIGHT POLE v, ,rt'rrIII# MANHOLE, SANITARY SEWER (�S MANHOLE, STORM SEWER SC� METER, WATER WM INDEX OF 811EETeS C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATION C3.1 STAKING, GRADING, o DRAINAGE & UTILITIES 05/08/06 PLAN L1.1 LANDSCAPE PLAN SURVEY DATUM NGVD 1 \1\ "11,414 DEVELOPER I Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727 - 445 -7277 fibildesigners @scientology.net _ ENGINEER OF RECORD No. j V N Description 1 Z" 19 05 o 2 05/08/06 VI cli /3\ LU W W co U LLJ O� W v, ,rt'rrIII# ? ��4e� 'z u�):} , 4l M��f" M 9. LLI V 1 d n Q N F�� 'F W ��� 8 z` 1'; v z4 z a,= " w � 1' J fA Qaik �tlo- Lim Qz r IL # e ati o Z N J J WP'. -� aLL` = O W 0 Z Ca Z d' �s f <a p J _J a o 06 N o �= W a Date issued: 04/27/06 Project Number. 06 -14 Designed by: KR Revised by: Drawn by: AZ Revisions: FLS 02 -03 -26 No. Date Description 1 04/28/06 CITY COMMENTS 2 05/08/06 REVISED SURVEY /3\ 05 /15 /06 H /CH W PIPES 4 05/22/06" STACKING LANE 5 08/18/06 MINOR REVISIONS D. 6 ,l4 r1J 7 8 PRELIMINARY SET X PERMITTING SET CONSTRUCTION SET SEC / TWP / RGE 16 - 29S -15E PINELLAS COUNTY Permit No. CITY D.O. FLS 02 -03 -26 CITY UTILITIES BCP2003 -08679 SWFWMD 44022985.001 DEP CS52- 0032571 -053 _ 1 0125966 - 190 —DSGP Drawing Title CIVIL SITE DATA Drawing Number im1 Project Name �N PARKING GARAGE O Project Address ►W Z 645 FRANKLIN Q LU STREET ° CLEARWATER, C FLORIDA 33756 c>_ C 0 U ,l4 r1J Drawing Title CIVIL SITE DATA Drawing Number im1 000 �o o 3" Minimum Mulch IF 3" Soil Saucer lief IIIL - Remove Contain, {{- tr II IIIh From Rootball Planting Soil Mixture T-11i III - II III =iiI ul -;i Existing Soil SHRUB PLANTING DETAIL N.T.S. CONCRETE CL I ROAD iCROWN SPREAD t NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shope. 3/4' - 2 Ply Reinforced Rubber or Plastic Hose White Syrveyor s Tagging Tape, 6 Length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45'Angle With 3- # 68 Duckbill Anchors Or Equal Nn. Mound To Form Saucer 3' Minimum Mulch Layer Remove Burls From Around Top Of Ball } _ - -- Planting Sall Mixture TREE STAKING & PLANTING DETAIL ADJACENT TO PAVEMENT P:.T.S. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER i COMPLETE GROWING SEASON. COMMON NAME For Cabbage Palm Installation: For Cabbage Palms: Trim All Fronds at Time All Trunks to be Smooth and of Digging and Planting All Bum Marks Brushed Away For Mad+inglon Pohn Irrstalkl on: Leave inside row of fronds 1 GROWING SEASON. For Washington Palms: Leave all boots on trunk T,e up with biodegradable tein. 05/22/06 Remove Dead and Injured - 20 Layers Burlap Pod of AM LO Twigs, Trim No Leaders, Support Contact - No a Retain Natural Shape. Nola in tree Wood 3/4" - 2 Ply Reinforced 6' HEIGHT Wire Tie Y F LO White Syrveyors Togging / 2' x 4' Brace (Yellow Pine) a. 3 - 12 Guage Galvanized Wires Tree an Space Three at 120" Typical °o Spaced 120 Around Set At A 45'Angle With 3. g 68 LP Remove after one growing season. t) �I�: �t .� .�: ice' •7����� Remove after one growing season. 2' x 4' Stake (Yellow Pine) Min. _ Tree Three Feet tong Mound To Form Saucer 4 Remove after one growing season. CM 3" Minimum Mulch Layer Saucer RIm 8' HEIGHT AT PLANTING. s AIN Finish Grade =' CHERRY LAUREL 8' HEIGHT AT PLANTING. 3' Minimum Mtilch Around Top Of Bail OP Raatball 16' Minimum r; 10' CLEAR �rorn Trunk I E -I I i- WeahW -in and Tamped ! -1 I TRUNK �I ! I Planting Soli Mixture I i ( -' ¢ = Existing Sol PALM STAKING & PLANTING DETAIL I I.T.S. 10' CLEAR TRUNK CROWN SPREAD LEGEND BOTANICAL NAME COMMON NAME NOTE: ALL TREE STAKES AND SUPPORT WIRES QUANTITY 04/28/06 MG WILL BE REMOVED AFTER i COMPLETE SOUTHERN MAGNOLIA 14' HEIGHT AT PLANTING. 1 GROWING SEASON. FOUNTAIN I 4 05/22/06 Remove Dead and Injured 5 AM LO Twigs, Trim No Leaders, X 2" CALIPER Retain Natural Shape. 3/4" - 2 Ply Reinforced 6' HEIGHT Rubber or Plastic Hose �e LO White Syrveyors Togging / 48" HEIGHT AT PLANTING. Tape, 6 Length 3 - 12 Guage Galvanized Wires Tree an MAGNOLIA Spaced 120 Around Set At A 45'Angle With 3. g 68 LP Duckbill Anchors Or Equol TB . • .': /� %�� �I�: �t .� .�: ice' •7����� Remove after one growing season. 4 Min. _ Tree PRIVET Mound To Form Saucer 4 CM 3" Minimum Mulch Layer CREPE MYRTLE 8' HEIGHT AT PLANTING. s AIN Remove Burlap From =' CHERRY LAUREL 8' HEIGHT AT PLANTING. 10 Around Top Of Bail OP L. .t «..•., r; 10' CLEAR Planting Soil Mixture ALVA Provide a minimum - 5'x10' TRUNK unobstructed planting area TREE STAKING & PLANTING DETAIL N.T.S. WASHINGTON PALM SURVEY DATUM NGVD 1929 j SCALE: 1"=20' 20 0 10 20 40 1 ■ ®i i i !� i i eaiaow■aw i i i i IFS w i® i i- i i ®. "RC ® i OI ®■ i i i i O i ®r1. i i® i i i i ems-, i w no� eel War i i i off- i i �. i- �■ s i -IIIi i i / `^ r••Z r'J r'••. ! 7•_ !r1 t ' f n , /•+¢( 1 eie�is ! 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P F�'I u „ Olf :',C.t4.'.�d:i ter. tr rL;e i' .. ~ rc E r 4' ! F I j COTTRT qL T T -t.,' F'rs1. -:e i~ ~ - f' S ! C, V f 1 i V r r d l,. •r 1 % f r f r) �i- P r i ' -- - ,--• '1.. `a ^ i'•;` rr,SA SEP �h -- •, w: w?. w¢ t. iwlw :wiw`.ill♦a °tilwlwiw'wlwa�:w: wiw@ Ew: wlwsw'' i' t® iwl. I` 91lw: tillot' fw ?�!w?t�9ffe;wtw'wEwiwkw4w #w:wi w'wi w!wl,y. P .wEwiwiwiwlw`:wlw €wiwfwlw iwlwiwlw'.wPw?w? wiw{ w! wiwlwlwwlw ;w!wiwlw'w1w?wtw'wfw=w lwtw Ewiwlw' wiwiwBwiwfw= llwiw (wEwlwiwYw!w:w`.wlwiwiw =wlw'•w #Wiwi # !� ^�r.:r�;�f` i;•t. .5- `tii'•1; F / -tfCri `"�. w`w w'wlwwtw:f�s.`£ !: c, •. SA-0 r. Wee IRRIGATION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND AUTOMATIC PERMANENT IRRIGATION SYSTEM TO COVER 100% OF ALL NEW ON SiTE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TiME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. 7• WHERE PIPING 1S UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 8. THE IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS TO. MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS.. 9• THE IRRIGATION SYSTEMS SHALL INCLUDE A RAIN SENSOR /SHUT OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. 10. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLINES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. 11. RECLAIMED WATER SHALL BE USED FOR IRRIGATION PURPOSES. 12. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAINBIRD OR APPROVED EQUAL. 13. THE CONTRACTOR. SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 14. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONEYEAR FROM THE DATE -OF ACCEPTANCE BY THE OWNER. TREE, PALM & SHRUB PLANTING NOTES 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATIONSHALL BE BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT ACCEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) TO TREES /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. PLANT MATERIAL SCHEDULE SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY 04/28/06 MG Magnolia grandifiora SOUTHERN MAGNOLIA 14' HEIGHT AT PLANTING. 1 I-.--tI FOUNTAIN I 4 05/22/06 waxr 5 AM LO ` Eriobotrya japonica LOQUAT 2" CALIPER 9 I ON 6' HEIGHT �e LO / 48" HEIGHT AT PLANTING. 5 MAGNOLIA LP Ugustrum japonicum TB . • .': /� %�� �I�: �t .� .�: ice' •7����� /j� Tree PRIVET ��. ! 4 CM Logerstroemia indica CREPE MYRTLE 8' HEIGHT AT PLANTING. 4 AIN CL Prunus caroliniona CHERRY LAUREL 8' HEIGHT AT PLANTING. 10 OP Arecastrum QUEEN PALM ` 10' CLEAR 16 ALVA 10 30 625 - -- a PLANT TO REMAIN 11,228 SQ. FT. � rrr r SD i F.F. ELEV. 28.0 ~I 34 EX. CaNTROL R i I SIGHT I 1 ' ;I `I O TRIANGLE I -�: TOP '3 ..5 I� 3D EX. DETENTION P # j� MG TO REMAIN �? ° 1�� TOB 27.5 ;Y ■ NP 22.0 (SWH) 24.10 DLW 26.5 DHW PD I 25 rj 0 o { i -- E SD . A M1 I' 36 w r, 30 PD ;r _. _ .. o5.6' ce t i r \,30-A ,f �•!i` _ /.., rrr � `� � \, y ^� i �) Q 1 f - .. L�IDSC =PE TO RF:AE` r) •. '' � • . - e SIGHT TRIANGLE i / . . i SD 24" STa= BF. ! l /r rrr r t r / l / r 11 PER .._- _.. --- ---- -_ -- w w - w .ww� w w wwwe w w w® w w O_ -,- cwt -ti - -w wwwws w w wwwwsl w w wlwelwi w w F.X. 5' CONG. S/10l" TO REMAIN' vx: sri.v`�. S• .' Pi REIVA,Ar' X. CCi1 C. :;r PRC'': �• - -- ., ,t y rl ,t >t ar ar a at ar � s ,t ai ,t >f y ,t y ar ' ,r ,r ,t ,r y ,t y y y >r y >t y y y ,t y y ar ,r ar y y y y >r ar y y ar y Y y y ar >f ,t al of >t y d ,r ar y y ,t ar y ar ar y y y al y.. y ,r „ ,r y y y y al' .._.. 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SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. 7• WHERE PIPING 1S UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 8. THE IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS TO. MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS.. 9• THE IRRIGATION SYSTEMS SHALL INCLUDE A RAIN SENSOR /SHUT OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. 10. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLINES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. 11. RECLAIMED WATER SHALL BE USED FOR IRRIGATION PURPOSES. 12. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAINBIRD OR APPROVED EQUAL. 13. THE CONTRACTOR. SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 14. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONEYEAR FROM THE DATE -OF ACCEPTANCE BY THE OWNER. TREE, PALM & SHRUB PLANTING NOTES 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATIONSHALL BE BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT ACCEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) TO TREES /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. PLANT MATERIAL SCHEDULE SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY 04/28/06 MG Magnolia grandifiora SOUTHERN MAGNOLIA 14' HEIGHT AT PLANTING. 1 I-.--tI FOUNTAIN I 4 05/22/06 waxr 5 AM LO ` Eriobotrya japonica LOQUAT 2" CALIPER 9 10 30 625 - -- a PLANT TO REMAIN 11,228 SQ. FT. � rrr r SD i F.F. ELEV. 28.0 ~I 34 EX. CaNTROL R i I SIGHT I 1 ' ;I `I O TRIANGLE I -�: TOP '3 ..5 I� 3D EX. DETENTION P # j� MG TO REMAIN �? ° 1�� TOB 27.5 ;Y ■ NP 22.0 (SWH) 24.10 DLW 26.5 DHW PD I 25 rj 0 o { i -- E SD . A M1 I' 36 w r, 30 PD ;r _. _ .. o5.6' ce t i r \,30-A ,f �•!i` _ /.., rrr � `� � \, y ^� i �) Q 1 f - .. L�IDSC =PE TO RF:AE` r) •. 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P F�'I u „ Olf :',C.t4.'.�d:i ter. tr rL;e i' .. ~ rc E r 4' ! F I j COTTRT qL T T -t.,' F'rs1. -:e i~ ~ - f' S ! C, V f 1 i V r r d l,. •r 1 % f r f r) �i- P r i ' -- - ,--• '1.. `a ^ i'•;` rr,SA SEP �h -- •, w: w?. w¢ t. iwlw :wiw`.ill♦a °tilwlwiw'wlwa�:w: wiw@ Ew: wlwsw'' i' t® iwl. I` 91lw: tillot' fw ?�!w?t�9ffe;wtw'wEwiwkw4w #w:wi w'wi w!wl,y. P .wEwiwiwiwlw`:wlw €wiwfwlw iwlwiwlw'.wPw?w? wiw{ w! wiwlwlwwlw ;w!wiwlw'w1w?wtw'wfw=w lwtw Ewiwlw' wiwiwBwiwfw= llwiw (wEwlwiwYw!w:w`.wlwiwiw =wlw'•w #Wiwi # !� ^�r.:r�;�f` i;•t. .5- `tii'•1; F / -tfCri `"�. w`w w'wlwwtw:f�s.`£ !: c, •. SA-0 r. Wee IRRIGATION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND AUTOMATIC PERMANENT IRRIGATION SYSTEM TO COVER 100% OF ALL NEW ON SiTE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TiME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. 7• WHERE PIPING 1S UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 8. THE IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS TO. MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS.. 9• THE IRRIGATION SYSTEMS SHALL INCLUDE A RAIN SENSOR /SHUT OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. 10. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLINES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. 11. RECLAIMED WATER SHALL BE USED FOR IRRIGATION PURPOSES. 12. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAINBIRD OR APPROVED EQUAL. 13. THE CONTRACTOR. SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 14. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONEYEAR FROM THE DATE -OF ACCEPTANCE BY THE OWNER. TREE, PALM & SHRUB PLANTING NOTES 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATIONSHALL BE BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT ACCEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) TO TREES /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. PLANT MATERIAL SCHEDULE SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY 04/28/06 MG Magnolia grandifiora SOUTHERN MAGNOLIA 14' HEIGHT AT PLANTING. 1 05/15/06 H /CH W PIPES 4 05/22/06 STACKING LANE 5 AM LO ` Eriobotrya japonica LOQUAT 2" CALIPER 9 8 6' HEIGHT �e LO LITTLE GEM 48" HEIGHT AT PLANTING. 5 MAGNOLIA LP Ugustrum japonicum SOUTHERN WAX ° APR Tree PRIVET 4 CM Logerstroemia indica CREPE MYRTLE 8' HEIGHT AT PLANTING. 4 AIN CL Prunus caroliniona CHERRY LAUREL 8' HEIGHT AT PLANTING. 10 OP Arecastrum QUEEN PALM ` 10' CLEAR 16 romonzoffionum TRUNK WR Washingtonia robusta WASHINGTON PALM 10' CLEAR TRUNK 2 PR Phoenix roebelenii PYGMY DATE PALM 4 VG Alpinio zerumbet 18 " -24' HEIGHT AT 581 variegate GINGER LILY PLANTING. 30- P.C. MAINTAIN 0 36' H. CV Codiaeum variegotu m CROTON 18'-24" HOGHT AT P. EIR G.C. 326 MAINTAIN O 36" H. r0000o0o 000000° d T6 ixora duffii TRINIDAD FLAME BUSH 1PLLA'NT1�'EgK T 204 3 CAL MIN PD 18" -24" HEIGHT AT P.C. 87 PODOCARPUS PLANTING. 30 MAINTAIN O 38 H 14' -24' HEIGHT AT SD Ilex SCHILLINGS DWARF PLANTING. 24' O.C. 243 M AINTAW018 "H.MAX v6 ovvvv v v v v v v v v v v v v I IH Ra hiole is Majestic Beauty ' INDIAN HAWTHORN /4' -24' )A PLANTINGH4 CTO 391 NP Carisso NATAL PLUM 14 "-2a' H2E4 Ar 212 mocroca rpo PLANTING. 24 O.C. DJ Trochelospermum asiaticum DWARF JASMINE 12" O.C. 1466 _ V Hedychium gardner GINGER LILY GL/YF ionuu YELLOW FLAG IRIS 3D" O.C. 60 Iris psedacurus BF BOSTON FERN 14 CAL MIN. 625 0 E3 d SOD 452 SY .•, .; u DEVELOPER * .(�4 1 Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727 - 467 -6583 fax: 727 -445 -7277 flblldesigners @scientology.net ENGINEER OF RECORD VCl to Z_ C4 ' rrDD � C J CD to CJ to in v 'Fol o ELI n ti w to 0 VW w-- a' go w �ZIL 8 >; p w iU ° is J U) a V} , t5Z LLJ _ RN I-° ZZ N toLL ww sr d a 0 rs CL rLz� z L3 V f y� 0 W d J� � EL Y 06 � CIII V it Date issued: 04 /27 /Ofi Project Number: 06 -14 Designed by: KR Revised by: Drawn by: AZ Revisions: FLS 02 -03 -26 No. Date Description 1 04/28/06 CITY COMMENTS 2 05/08/06 REVISED SURVEY A 05/15/06 H /CH W PIPES 4 05/22/06 STACKING LANE 5 06/27/06 CITY COMMENTS 6 08/18/06 MINOR REVISIONS D. 7 8 PRELIMINARY SET PERMITTING SET CONSTRUCTION SET SEC / TWP / RGE 16 - 29S -15E PINELLAS COUNTY Permit No. l�Q Z CITY D.O. 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DETENTION � DRINKING . . 11 i 0 - _ ��_ - ,_ , "I " SCALE: 1"=20' .I- ,)A, I't I � I - 1, . - I : J , � I .- i __1_17_ IX/ � I I , I -�- k, !, yy I'll i__ ,j I � , , i; ■ �'��-,� --- _/"�., I , ?�,_"� 11 - , I - , � I ", , ,/,'� ""', ,/ I ) NP 22.0 (SWH) - , , z :� 1- I 11 1, 1. _ I I � I 1_� � , , , �':, _� ____ . �,�,��,,,,::�,�,':, ,� � - , "/ - I j I _:,�:�,,/��:� _-� I I 1� NEW "NO , / ",��'_ , �, ?� I 1 24.1 0 DLW I I - " � - I- i P ! ,��, _� �, �,� - 4 , I PARKING ... ... - '. I ��,, - T I r � ,.: I �_, q, � ,�,,.,,, I I I- . , /�_/,,Nl I .1 0_ � - 0 - 1.1 I V I "I'll W I 1/1, .1 , 1� +___ - , " I - , , : �,:� ZL�"_":�::,�_"Z':, -_ 1 .1 �._ �� -, TOB 27.5 _ I . � < , '/ � , = _D - D " - V, , / ',�,, �, " 'I , [�_i .1 . i -1 , �, ,,, ,,, �', � , I I I I �1 I I I / I �,'�e , ,�_,,��/' TO REMAIN - -.0- ", - ----------- - r" 9-R, ., - I _� - < - , _ � _ t 26,5 DHW I - � 1��, . I . I ! I FIRE LANE' ,,, ,-',,'/ ,�,-��.,�'��-,.�,,��,,��,.���:��,��'. I,/ cr, � ____4ft_ - � � , " - - I ,I : G , I 1;,,,�, " � � .... ",v,1_11,1�z I -1:' SOIL B( RING : 11 � � ,_., , - , III,_ I t�l 1, SIGN - � �' �� ,, 1_�" I I 4, I _,;�, " ., I , 1 20 0 40 .� ______ '_1 . .. I �, 1 :7 1 �, - � ,�' I I � __ ■ � � M " I � 1��,-,, -, I I 1:,,,111_1 0 1 . - I /,""',�'V, �, � '� � : I " . � I 1 1 _____,___ ■ ,� �' , , " , C'I 1 ___.-J B-5& ' � C I 1�,/�,`,�-",,,,,�,,I,, 44____��> 10 20 � :`��,/`,"��_,,�"�,,�. - � , ;/1/'///" ", - -------- - - � "" I - � I—' I _� 0 �,�,._, , ----------- - - - " 12, 1 , I � I I V11�' - i , � I � , _. C) �, - -I- r,', 1 "I ,-�,:) - - -1 ', �,��:�" � , , , - T .� 1_� -I ;:�m I 'i I � .- , I 9 3' 1 - I 9 � I � I fir'. - 1� I , I , . - ! '91 I i I .,�, �11 , , � 1��,,. � I 3 I � ----- - - ----- - 7 / I I - I "', /, � I ,��: 11��' J - I , , T 11 "" .1 I I I . � I I ___ 4 1 __ � � - � I , , � h_1 �e - ) , � " - �_,� e . , ", , � , I ,_1 q I I I I � ,0 �, "I __ 1'�, , , " � , I � I . I ",11 � . ., , � - I .1 � 1 ,3., 1 , A -, "'' I ; , �, �', �� i I , , �11 , ", I � . I NEW 'NO �, �,,� �_ I 1, � 1, I SIGHTN% -, I I � 0: 4_ I I I T TURN & '�, I .- -_ - ; I I . 1 �� '-) , i . - -1 ,-_: I � . � /";. (� LEFT , "� �"/ 11 I � "I , � , TRIANGLE �w � i I -1) I I I i , _4 7 -'�,) ■ ,.� I STOP* SIGN I I _�� ". � , I ; -� I I�L I 0 __� � " , ,,�"','�,,�,/" , - 7r i 1� - � "I I �__./'� LA , � - I F1 AZIIN V ____� � -_ J -_ � _ i " ', 1:1'�_�- ____ .1 � [),�CApr I 11, L, � j ], I 1 ol 1 - ---------I,i-- t I I � I � � ,2"- �, . , ,:, , , / i I t I . . , � __. SIGHT : ': � 11 -_ � � "I'll � J , I �. ., t- ____ 11IIIIIIIIIIIINIINIIIIIIN A r I �111 4 I I 1, � I , I - I I , 'I" I " r " I .. ,., "I -� - i ■ � � "., ,-�,,,, I ---- I TRIANGLE � C, ; '. .--) - I - " i � i, - _;� I 1`61rr , � , " .;"'1�11 I - " � A I _�_? 15C -- � `6 � I M � I M � M 0 � M M � M I L*, I I IlloIII �� � Nw- E-IW-M-iEmmmmmmil--.-_wmiiisiriw-ua-immmmmmm-u n ��--M--,=- -1 1111 I III --N- 0 ® m m ® ■ a n M ® .�m�.�-0 In � m in � I n � 0 n � I � , " �, , "�,� I 1� , "--) m " 4 � �_, -.-- _ - -, A I � 5� r-- - � - --,� t-1. 1� � � I E,%'. ! i - \ �:2 �,, ,',)%�(-_ S �., � -F - , , 1; TO F.,- " I C P� I ____ --- - - - - I � 11 � C, .. � � _ �___ �_� ` 4-- ____ - - __ __ ___ - I -------- - -.----,. --� -4 ---.---.---.---,---.---.----.--- --�T=�i�--- _ __ - __ - - . . - . . - -.--: - - ___1 _�_ - _0��_�_. • --- 2+�-i---�Aa� �__�. �z=��v.T= -,-- 7-1-1151 _-� r1I i I � I I I __ _ - � � . . • . . . . . . A . . . . A A . . . . . . . . A . . . [�] : : : . . . : : . A . . . . . : : . . : \ . , I S , 1, __ � _%� ____ �: 'i_ / I I I I _� __ _____ , . . - _ . - � � .' 1+1C. g NEW "DO . . : ,�_ "Ic, � I I c�,,,` , EX� C 2, , C' �4-, \ 11'b - " k��, � ; . . . . . . . . . I (fl . . . . . . A 'I , - _/ �1' -0 � - �� -1 . � I � � , I I . . . . . . . . . . . . . . . I "�.,/" r , �, NOT ENTER' � - A I , / I' � I .. E_ "I'll, '1� I I " r, �_ r�ll ` ,� �, I . A A . . . . I ' I' : : : (,�', -, . .--.-. . . A . . . . A ,V . . . . �!.�2� .. . . . . . . . . I "I -7 , I � I - � -_ -_ �� , � I . 1 � � NEW CROSSWALK MAR � , � - - - 4�1 . �� -, , I 11 � � ___ '�� � : : : : : : : : '�:, ,-�" (- �; ' ' -�-! 2448 A ' ' ' ;4_. : .... � �� , 1� , _., - . .1, � , ,,,, 4 SIGN - - . I .� . . . . . I . . . . . ... �. . ,yj 1: A . . . . . . ,7 �'_, I I / , MARKINGS I I I I , ( ;�- , . . . . A . . . . A . . , . . . . ., I ��, , I , "�?) ,� , �, .- � � � I ,�,,, , - - �rl 1� " � � � , - I I I I" I A • , , - - . . . . . . . . I I A A A A I I I I A A A A 4- A A A I A A L_' . 11-1 11 L, i I � . I . ��, . __] I -IIIIIIIIII ; -, " , , , , , 4 __L_*1_,_T, , I - � " , 7 1 2 �. , - . . . I I .. . . . . . , � , I i i � �) ", , - , I 6 i" ,:7 " , +4- " " , ., , , i I � i 1 ! i , _01- , , F4", * & iff m '� - - 1. iiii;iffiff M 0 " iiiiiiiiiiiiiiiiiiiiiii'm n a? . I - , I , - ... . . . . . . • A . . . . • • . . I - I . . . . . . . . . I I - 4 , - . " I I � � ` \ � i ,�� , , lwioi'ow,00.won� woiwotoll��!,!o i �--,---�-------------Lsi��---O",t,..', ' -------- __2� - " - -7 joInOMMMMM . - � /�� (TYP) SEE NOTE , 'I- - : : : - .[G �-.23 - -, -,,1`,, -, - " I ", , 1 4 �� -1 - � , � ') Q-� (�` : : : : : • : �);`� �A . . . . . • � I L?� , , t ,� "�� ,,,, I , " , _� - 11� � - , _,_, -, , , q , , . ---��, ---------2449------- " ------- --- �*�-z---�7-----------=i�-------- - -W �_-1.1--__�___�_ '- ___ - ------- _4-___ __ 1 , - ,,-�---4�-:-------------�-�--�-�,�-�-�-��.- - ----- ,--+--+----, --------- - ------------------- � ---- -------------------- . I _I, :-! .i � � I I I ' - � , I _ ____ I I _______i_.__�.-- I " � -7 , _-q-.` - ________:=�,i�_ __ - 4 _ - 4(44 i______________7 -� , " �__ -------- � ------- _ ___ -------- - ---------- - - - - _ ----- I— - - I , , -.71-i- F 7 -- ----- - ----- ---- ___ -------------------- 4 i � , - " � ______ -------------- - - - - - ----- 1:P-4 __'-11, ,'7 - : - , - 1, LpFf7 " I -, �'","' r,,f: " +_ - � 7 1: t!,-, 11 � � I / � ol- - - 1� _��111 Z��rll��,'/,!�:,G "'!E17 _�rc D 1�" , E_ , ---- I -1 , I '7E ,�Y5,;�PA67 "/. � r I - I - -/. I�H17DK"1,DF i I - , 11 - -_ ,; - - , --- 1- - F-11 I �10_ 11- - - :'ED IRON ROD - �� _-, � �,:> I .,- - ,�� _J �� I - �' , , : � ROD' I , _�,_:��' -, ,�11. f - �� I-C F�-_I'AAIN] - •1, , q,o - , I "�c. <1 , - ", Q =,.26.25 F II 1'e - f,!�� " - - .�!, , � _P ,'IF, , I I- � i 7- pc); ,�- "16" - 1 ,2 1� I FE cl�l , I',- I ,,F,, 91� 11, i I . . - I 110, 'i14-1. I Ali' `3,4,.`,,1 � 7_�,'R '1' I I'll - , , I - , 1��' - li� �_� . � , , I COURT ST I - _1 �-.. " - - - , 7 �/ , I-, � _-A . ,i I I - I =�tm�min�wim,'Mjm�m�m�wtolmim�mfmimlm:m� mto[olmim�MIN�WIM�MIM'MIM alm�m!m,lm�n,=;m M�M;=iM:M1w=!M�M1wMIM!MIM1=!M migi , 0; ot WIM lo� M I M�,M�n, I I 0;010� I M�Mloo��140:101(00,:WW mIM�Mi Mtm� M,MIM; w[mili"-�.m� MIMI m�minio4 Win, "' I g -1 ; I 1. "', 1.;�', I , I - (!�"-=;Mlm;mlm,�mim�mim;m!m�mfnzmlm�l!!�,";MIM20�m�nim�nlm7mln��m!mt�mlw-�nim-li�,-, t 11. M - 71 CE11,1111 _-IFRL "!"i , - 5,4;vl-"4�,",-�/ . , r�lc' . .1 �_� I I ,�' � I 1 5"', -1 _ r"_- I- � 'I-, I EX. ARBICOLA BUSH TO BE REMOVED AND I 111� 87 REPLACED WITH SOD. EXCEPT AROUND WATER EZ_ 1 1 VALVES, METERS, DCVA & PALMS. C�) ! C-�� I -:- _� � C�� � , . I ; I m - � - , I PEW OR SOLID, LOCATED ON THIS SIDE OF ALL POSTS -I- III I . 7 TMI, KkEIMM 11111 CNOT Wif ATTKFU PIES0110 MW 41 UVOIL1 K W, 11119_52[2% "=)U 4M F4 269-381-30 LANDSCAPE FORMS: COVERED SEATING N.T.S. TRAFFIC SIGN SCHEDULE DESCRIPTION MUTCO REF rl QUANTITY DO NOT ENTER 135-1 1 STOP R11-1 3 NO RIGHT TURN R3-1 1 NO LEFT TURN R3-2 1 NO PARKING FIRE LANE I 4 I PEDESTRIANS W1 1A-2 1 INTERIOR LAYOUT NOTE: The ground floor layout reference the architectual sheet Al. 1 by Knovation, Inc . . immmons (Latest Revision 05-09-06) CROSSWALKS NOTE: Crosswalk lines shall consist of solid white lines that mark the LEGEND NEW BUILDING -LLLLLLL.L - /.X.z PAVEMENT TO I //// - - . ' , , /�/// . 1< �/ � 11 BE MILLED & / , . ��/ ' . .// , .- 11 RESURFACED , �o/, I- . . . . ...... . . EX. PAVEMENT TO BE RESURFACED NEW ASPHALT ... .. . .1 I I , I , � - . � ....... � ...... ...... 11- _ - .... - '. - 0 N SIGHT VISIBILITY TRIANGLE I- 2U . NTRASH RECEPTACLE, , STRAP PANEL, GROTTO POWDER COAT FINISH, 30 GAL. BY LANDSCAPE FORMS. DEVELOPER D Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727-467-6583 fox: 727-445-7277 fibildesigners@scientology.net - - , co W crosswalk. They shall be 12 inches " '? Ln . - En in width, and spacedl 8" apart. 6 Cn CO t W 0 CO.. M a, t� III 2' ,*101111 . UJ I . J C) ES , w '-, 0 S R. • Fla. 2 feet wide per M W E-1 U 0 , -- WZ 4 W, ...... - ;RI;i I N4UTCD 2003-Section 3B.17. _ M o � S -, r'n - & - I" Dra Wearing I ALL Drives Surface :4- 3/41R :�; ., �'. - _ _ .. . - :4.,:::,�-::: *:.::#::. ......�?-:. .. . • -4::'�' r' Base COURT ST. - -, .. . , • & . 4' Prop at All Drives FRANKLIN AVE. . . ' , I I , . . ... ..:_. * ' Compacted- P'R % - New 9" Type S- 1\ . . I . .,,-,\, s�ubgracle 6' 2. ni I-Asphalt Wearing ... r - . .. . N - 3'R �* � Surface . I I \ Nzz I \ - </ . .:�-- .1 i IL I SAV CUT " _ . , ;d .. . . N .:. ::.." �._: - P. ; ... - 7�4-10" I-Inerock Be VALLE GU ER CURB :::.,:- ::.:-- /4 . .:. LBR 100 MIN, �� 4-.[.. - - i4'; - .. .. - . . -4 CcI 4' Drop at All Drives . ..... I ...... eR72� 1. I Imo--{' 1-1/2'R Wearing Surface . ,,�kJ.-.-":,i ,a 3� I 7t TYPE I CURB �;;�-`_ _L 0. : :'�:.,.! " 3: ,X - -i -0 .6 ,�,:��..-'-."__I! NOTES ... . a _y A rp,:..:% O L '4 .. �' ". �-...:..1 < L 67i&n used on high side of roadways, tho, a d ...... Base Z Iz; *::..*:. cross slope of the gutter shall match the Co zo I 1. - . cross slope of the adjacent pavement and ,/�< _".._.1:*._"":.-. .... � .... - /, the thkkness of the lip shall be 6', unless I - , Compacted . � . otherwise shown or? plans. . \ . 6�.' *.,L"* , Subgrade ... 2. There shalt be a 1/2' seat joint � , p�� 'o>/,W and driveway. "I / ........ �� _,_ , I. 3. Concrete In curbs shalt be 3000 psi, with fiber mesh r-einforcing " I When removing existft curb the curb shall he saw-cut at nearest contract /an STRAIGHT CURB JoInt and full section of curb replace": .1 install expansion Joints at 50'JimtervaM contractionjoInts at 5' Intervals.3. 3' r. Concrete shall be 3400 psi. Back of Curb :�t TYPICAL CURB CROSS Construction Symmetrical ZD DrIvewam- C ==i��� SECTIONS 7,;&AAA4.0SZS4&&Zs�4 - .1 Wearing N.T.S. CITY INDEX 101 10172 Face of--/ CU "I', I Curia Surface I 1 3' TRANSITION AT DRIVES I i - Tle bean with . ----- � --------- I 2 -#5 r%-b I I .: i I - i ;. continuous � n - -- ----- : 12, ; L' I ; - ea r,41% . SW#V gate 1 .1; I L 6' offa, Steel I , . (ItY0 bollards I - 7-- � rtypo, 1[ I - , I I� / 10'-8'' '-f U 5.;1, , I : 1-0 ct 4' 61 , 1: L_�L. 1 E . I I" I drop center - & �J_pp i : . a , - � - ty7,) " I - ------------ � , i I � H " cl le . �'_Y_�" f ode I t_I . 1 14• -A'. I I I t_1 ,�,.� OCI I : 6. i I � I SwIng gate I , � ; FT8.1 I IV " Itypi _____,,� ,F` i i 1, concrete stab I Min. � : �� - wfth Fiber mesh --,, : Blx 161 concrete rok7farcft - Ronoffftc, . ------ I FootIng min 6' thIckmess, 6'x6'1 - !_ I DI 4'L I 11 1� 11 W/ 2- #5 rebor (typ.) ]Ox]O V. VF. i 'k- t drop pi„ --- i 'E_ V, i-'., -1 -I 01 i � � 11 I hole (typ.) I � I I DUMPSTER ENCLOSURE I i N.T.S. CITY INDEX No. 701 1OF3 CONTROL STRUCTURE #14A /--NON TRAFFIC GRATE N.T.S. POND #2 3.-1 . ELEV. 26.50 - 1927.0 I , k, ALUMINUM :1 BAFFLE - "I 8' MASONRY OR ." `.1 I . 25.4 APPROVED 1 19 -- 6' REINFORCED I I CONCRETE OR , , - , I 1 6 PRECAST 1, , ,� � __�,j �', " " � 11 "'. " , - , � :� , - �. " " ... I I WEIR 2.91 INCHES LENGTH ... ' " � �[ , "I � 11 , , , CONCRETE ,� �� � . ...... - F'11- 1%, 0 . . . �._,, .� - r UNDERDN INV. 22.4 ENGINEER OF RECORD 7.8' , 2' 6 , *k, k.. , - 0. R Z ,,'-' ,-, 0 - - , co W crosswalk. They shall be 12 inches " '? Ln . - En in width, and spacedl 8" apart. 6 Cn CO t W 0 CO.. M a, t� III 2' ,*101111 . UJ I . J C) ES , w '-, 0 S R. • Fla. 2 feet wide per M W E-1 U 0 , -- WZ 4 W, ...... - ;RI;i I N4UTCD 2003-Section 3B.17. _ M o � S -, r'n - & - I" Dra Wearing I ALL Drives Surface :4- 3/41R :�; ., �'. - _ _ .. . - :4.,:::,�-::: *:.::#::. ......�?-:. .. . • -4::'�' r' Base COURT ST. - -, .. . , • & . 4' Prop at All Drives FRANKLIN AVE. . . ' , I I , . . ... ..:_. * ' Compacted- P'R % - New 9" Type S- 1\ . . I . .,,-,\, s�ubgracle 6' 2. ni I-Asphalt Wearing ... r - . .. . N - 3'R �* � Surface . I I \ Nzz I \ - </ . .:�-- .1 i IL I SAV CUT " _ . , ;d .. . . N .:. ::.." �._: - P. ; ... - 7�4-10" I-Inerock Be VALLE GU ER CURB :::.,:- ::.:-- /4 . .:. LBR 100 MIN, �� 4-.[.. - - i4'; - .. .. - . . -4 CcI 4' Drop at All Drives . ..... I ...... eR72� 1. I Imo--{' 1-1/2'R Wearing Surface . ,,�kJ.-.-":,i ,a 3� I 7t TYPE I CURB �;;�-`_ _L 0. : :'�:.,.! " 3: ,X - -i -0 .6 ,�,:��..-'-."__I! NOTES ... . a _y A rp,:..:% O L '4 .. �' ". �-...:..1 < L 67i&n used on high side of roadways, tho, a d ...... Base Z Iz; *::..*:. cross slope of the gutter shall match the Co zo I 1. - . cross slope of the adjacent pavement and ,/�< _".._.1:*._"":.-. .... � .... - /, the thkkness of the lip shall be 6', unless I - , Compacted . � . otherwise shown or? plans. . \ . 6�.' *.,L"* , Subgrade ... 2. There shalt be a 1/2' seat joint � , p�� 'o>/,W and driveway. "I / ........ �� _,_ , I. 3. Concrete In curbs shalt be 3000 psi, with fiber mesh r-einforcing " I When removing existft curb the curb shall he saw-cut at nearest contract /an STRAIGHT CURB JoInt and full section of curb replace": .1 install expansion Joints at 50'JimtervaM contractionjoInts at 5' Intervals.3. 3' r. Concrete shall be 3400 psi. Back of Curb :�t TYPICAL CURB CROSS Construction Symmetrical ZD DrIvewam- C ==i��� SECTIONS 7,;&AAA4.0SZS4&&Zs�4 - .1 Wearing N.T.S. CITY INDEX 101 10172 Face of--/ CU "I', I Curia Surface I 1 3' TRANSITION AT DRIVES I i - Tle bean with . ----- � --------- I 2 -#5 r%-b I I .: i I - i ;. continuous � n - -- ----- : 12, ; L' I ; - ea r,41% . SW#V gate 1 .1; I L 6' offa, Steel I , . (ItY0 bollards I - 7-- � rtypo, 1[ I - , I I� / 10'-8'' '-f U 5.;1, , I : 1-0 ct 4' 61 , 1: L_�L. 1 E . I I" I drop center - & �J_pp i : . a , - � - ty7,) " I - ------------ � , i I � H " cl le . �'_Y_�" f ode I t_I . 1 14• -A'. I I I t_1 ,�,.� OCI I : 6. i I � I SwIng gate I , � ; FT8.1 I IV " Itypi _____,,� ,F` i i 1, concrete stab I Min. � : �� - wfth Fiber mesh --,, : Blx 161 concrete rok7farcft - Ronoffftc, . ------ I FootIng min 6' thIckmess, 6'x6'1 - !_ I DI 4'L I 11 1� 11 W/ 2- #5 rebor (typ.) ]Ox]O V. VF. i 'k- t drop pi„ --- i 'E_ V, i-'., -1 -I 01 i � � 11 I hole (typ.) I � I I DUMPSTER ENCLOSURE I i N.T.S. CITY INDEX No. 701 1OF3 CONTROL STRUCTURE #14A /--NON TRAFFIC GRATE N.T.S. POND #2 3.-1 . ELEV. 26.50 - 1927.0 I , k, ALUMINUM :1 BAFFLE - "I 8' MASONRY OR ." `.1 I . 25.4 APPROVED 1 19 -- 6' REINFORCED I I CONCRETE OR , , - , I 1 6 PRECAST 1, , ,� � __�,j �', " " � 11 "'. " , - , � :� , - �. " " ... I I WEIR 2.91 INCHES LENGTH ... ' " � �[ , "I � 11 , , , CONCRETE ,� �� � . ...... - F'11- 1%, 0 . . . �._,, .� - r UNDERDN INV. 22.4 �-6;T -15" ADS INV. 21.94 (AB) CONIC. BASE SLAB SONRY STRUCTURE ONLY) 1 6' - , 7.8' , 2' I I I I I EX. FRANKILIN ST- NEW VALLEY , *k, k.. , - 0. R GUTTER CURB 26.65 . . . . 26.47 26.04 412) . (A � .... ..7 . . , . NEW DRIVEWAY _,;"� *_ '. III 2 . MILL 1" MIN & cn) 4 -f,r r- > .) * � wo, RESURFACE W 1`1' -i =� jT_` - --- TYPE S3 ASPHALT. EX. TYPE I 1, COMPACT TO MIN URS TO BE 95% MAX LAB REMOVED & DENSITY. REPLACED W/ MAX THICKNESS VALLEY GUTTER PER LIFT 1.5 CURB PER CITY INCHES. INDEX 101 11-1 L, .r 0 a 0 co E 201`2 X27.75 NEW GRAM >(26.32 EX. GRADE - -- �-6;T -15" ADS INV. 21.94 (AB) CONIC. BASE SLAB SONRY STRUCTURE ONLY) I SILT - A FLOW / -, EXIST. 11 �! gi i= ,:1 - �-- POUND - MEDIUM BROOM WALK , oo- 5 M F"IE z (L �-� Q. W . ,z (0 e i�f 11 , *k, k.. , - 0. R 06/27/06 FINISH CONC. 1�,: -5 412) . (A � ,�,e a .j�w NEW DRIVEWAY FINISH GRADE TO LU,Z, ; , - � � ; -0 ,.a ch � ,_ cn) 4 -f,r r- > .) * � wo, , .0 � W r 1" BELOW �-1, � 2 I _.. �, I cbi i a, EQ - L. 8 EDGE 0 M _ ' � z a. z _= . , '-0 2' LEVEL 2' LEVEL SHOULDER VARIES (SEE PLAN) I SHOULDER I �-, I �, �. X'(D , < " W - (�D X_ � ,9: - • --d g , U, SOD I I SOD I SLOPE 1/4" PER FOOT I I I � , �J 11-1 L, .r 0 a 0 co E : .1W. - _ � - z � '-_ . f I �;. '. , ,- k :Y " - 111- -�,4 - -, , rD 2 � C� 0: X CRI _J ,'�, - - '.'*' , � .. !' -:- ' -,,.`_` *�' . � :14-, __;1I 1 1 IL W Lo 0) (L = ,,, � - , , (D _J X 0 < . � --- - ---- ti_ 11- i !_ I ; -- -, - __ , T�- I 7 � � � 11 0.8.,., - T -180 PROCTOR N_ :3 g; �s ,- F-_ LU C) Z WHEN SIDEWALK IS NOTE: COMPACTED FILL OR �_ z (n awf I. I r - EU U_ 0 Fr z >. W CL TO BE REMOVED & /OR PROVIDE 1/4- WIDE UNDISTURBED SOIL 0 M I.- LU in �e 0 NEW SIDEWALK IS TO CONTROL JOINTS _J L'i 2: g !2i (L U BE ADDED, IT IS TO q, C I'l- @ - - &I BE REMOVED TO THE -) � Ir ad C14 � 0 U . NEAREST EXPANSION & 1/2" BITUMINOUS LO _J JOINT. EXPANSION JOINTS LU 0 @ 40' O.C. Date issued: 04/27/06 CONCRETE WALK DETAIL Project Number: 06-14 N.T.S. - Designed by: K I I POST OPTIONS: 2•x4" OR 2.5'ID - WOOD; 1.33LBS. 7FT. I 1 Drawn by: AZ 6' MAX I � MIN. STEEL - - - FILTER FABRIC IN 1:5- CONFORMANCE WITH SEC. 985 F.D. Revisions: k SPECS. O R E 66 18: �1, I I r- I I I . � EXIST. No. I Date Desciription . 1M GROUND / 1\ 04/28/06 COMMENTS - 2111}"1" Il" /2\ 05/08/06 REVISED SURVEY L 2(r - OPTIONAL_ PRINCIPLE POST POSITION TED � TOW414M OW 3 05/15/06 H/CH W PIPES P" OSON /X La �_ Ir FILTER FABRIC I SILT - A FLOW / -, EXIST. 11 �! gi i= ,:1 - �-- POUND - - FL M 5' 05 22 -3I/At11NINk.7 L/All4r- 5 06/27/06 CITY COMMENTS /6 07/07/06 MINOR REVISIONS NEW DRIVEWAY 7 07/11/06 MINOR REVISIONS SILT BARRIER DETAIL N.T.S. .... __;,' .. " i --l'! __ I I7 " --I !25.76- . 8 08/04/06 CITY COMMENTS Q 08/18/06 I MINOR REVISIONS D.O. - I- ___1__ I 1 11 -1 I- 2' Min �u I II ILI &I I I I : I � I I in I I I• 1 1 @N, "' I---- 7-1/2- --A #3 1 Typl, T7�7_ F f - - WHEEL STOPS REINFORCED CONCRETE N.T.S. CITY INDEX # 117 1OF1 --Filter Medium .&24.4 PB ... - ... I - �.._'Ip, _ ".. . 12- . .- ,.-. 12" nterral Fabric . nderdrain ipe i *;'" ---*--+22.4 SHW 41 I ,,--Ampervius (n : membrane : (0 -Sock per FOOT r- Section 948-3. N 9"Min. Min. .,. Coarse Aggregate ,,,. , . _-- --- #57 -..A � .. "' ._..". . I* ,, . ... - I - 24" Std. TYPE 11 UNDERDRAIN (MODIFIED FOR POND #2) N.T.S. FDOT No. 286 101`2 27.0 27.0 - S/W TOB, 4A, TOB S/-V----- 1 4.2' - FL M 5' 16.3' NEW PARKING GARAGE NEW CONC. r SIMALK - - 27.75 ., WALL , ,)- 27. _____ • .. . . . . . ... , NEW DRIVEWAY 26.9 - - ...... . � ..... I I 11, , , , -1-T-1 V..%%, . 11 �.!=_ - , K26.32 APRON . : ............... . I I;- � 7,T- I .... __;,' .. " i --l'! __ I I7 " --I !25.76- .. L �i_i __ 1 �, 6" THICK W/ , - FIBROUS CONC. MIN SLOPE EXCEPT AS /-957. WWF6X6-W2.OXW2.0 CONIC. MIN 3400 PSI DRIVEWAY APRON SECTION B-B N.T.S. - Q DHW 26.5 F NEED [PIMM) 1'l ., RZC E I V E D NEW CONC. � . Q WALL ., WALL 6"U.D. �?-' I SEP 0 8 2006 .� FL__1_1 INV. 22.4 1 .. SECTION'D-D DEVELOPMENT & N.T.S. NEIGHBORIH000 SERVICES CITY OF CLEARWATER OVER 1.5" TYPE Si ASPHALT 1/ 4- PER FT MIN SLOPE EXCEPT AS /-957. STRAIGHT' CURB MAX LAB DENSITY �- -_.._� =I __ 13 - LIMEROCK OR CRUSHED CONK BASE 1`11x_ - - , - F.D.0-T. CERTIFIED MIN 0:_!��,W -, LBR AND COMPACTED TO MIN 98% T -180 PROCTOR ON SITEPARKING & DRIVEWAY SECTION 12" SUBBASE COMPACTED TO MIN N.T.S. 98% T -180 PROCTOR [:] PRELIMINARY SET X PERMITTING SET [:] CONSTRUCTION SET SEC / TWP / RGE 16- 29S -15E PINELLAS COUNTY Permit No. CITY D.O. FLS 02-03-26 CITY UTILITIES BCP2003-08679 SWFWMD 44022985.001 DEP CS52-0032571-053 DOH Project Name PARKING GARAGE Project Address 645 FRANKLIN STREET CLEARWATER, FLORIDA 33756 Drawing Title CIVIL, . GRADING, DRAINAGE & UTILITIES PLAN Drawing Number 0 o . ,moo 0 b' All 3' Minimum Mulch a 3' Soil Saucer I u- 111�}r=1 I II u! =L -Bs - - - Remove Container Ii_ 11= Wall- From Rootboll II Min, 6» Mlp;,;' II_(II- Planting Soil Mixture Existing Soil SHRUB PLANTING DETAIL N.T.S. CROWN SPREAD NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE : GROWING SEASON. Remove rim No Lamers,, Retain NoWrol Shape. 3/4' - 2 Ply Reinforced Rubber or Ploatic Hose White Syrveyo' Togging Tape, 8 Length CONCRETE CURBI 3 - 12 Guaga Galvanized Wires Spaced 120 Around Tres and et At A 45Mgle WRh 3- / 68 Duckbill Anchors Or Equal 4 .Min. Mound To Form Saucer Mulch r ASPHALT .3 Minimum M h lays PAVEMENi Remove Budap From ROAD 8ASC/ Around Top OpF Balt Planting Solt Mixture TREE STAKING & PLANTING DETAIL ADJACENT TO PAVEMENT N.T.S. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. Far Cobboge Polm Installation: For Cabbaps Polme: Trim An Fronds of Time All Trunks to be Smooth and All Bum Marks Brushed A and Planting way of IX99uW stag For. Washbgton Palms: Far LrOkn IeltolatBorc tsaveM'•"kaWa"row of ironas L••O"' an boots on trurBk Tie up dtlf blocs n!A fain• 20 Loom Burlap Pad of Support Contact - No o Nana in tree Wood z Wtro Tia YEE r 2- x V Brace (Yellow Plns) Space Three at 120' TWool $ Remove otter one growing season. 2 x e Stake (Yellow PIrA) Three Fat Long Remove after one growing season. Saucer Rim Flntsh Grade 3' Minimum Mulch El I III =III RootbolL From Mini um i 1 =I i I I 1 1 I I1 =1I1 =_ W=W-In and Tamped III =III III: Planting son Mixture -1I1= I Existing sell - ra Idly ` •�" �• `' ll =ill: 11 -1 f I -1 1 1=16 i I I ICI � 1 -1 11-.� PALM STAKING & PLANTING DETAIL N.T.S. I CROWN SPREAD I: NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. Remove Dead and Injured Tw'Ips, Trim No Leodero. Retain Natural Shape. 3/4' - 2 Ply Reinforced Rubber or PiosUo Hose White SVrveyor a Togging Tape. 6 Length 3 - 12 Guage Gah ires rontzed W Spaced 120 Around Tree an Duckbill Anchors �l with Eual Remove after one growing season. 47 Mound To Farts Saucer -I I. 3' MinimumepMulch .leyer Rom e I Around Top Of B I all t • = Planting Soil Mixture 31 tF.•..•. ,•� b fl Provide o minimum Wx10' unobstructed planting area TREE STAKING & PLANTING DETAIL N.T.S. SURVEY DATUM NGVD 1929 SCALE: 151=201 20 0 10 20 40 FRANKLIN STREET :� >� � � I� stl >•1 : ' 7: Ell 25=10=10010 Bar BSe ra m =1011sam M as winisisaiiiiin eS on minwainsiss DOMINION a Ne a missiamm iBs" a6 . XMMMMM Ba m �owoe BB!• es •■aAma s o• Bea Bat art ae ae „• j ae a! W Bar P! NO walinimm as as AMMUMM R 0 x•a•®a- ffi as BS W wasiossinig ON ,� -` Y Jt j ' e-*` •I •:_ ` a �-.- trf F�± i d I � l e : 'B r' =r` j ! r- w --- wr---- -m- - -- ----- rr----- mrmwmrrrrrmara rmajp -r a a m -7- rwrararamaw. _-Se.irwwawmw wmws- .wrwawmwmwwmrwww rrw marwi�+.rwm wm- rwmrramamarrrrmrr_mw r_mw r wmrr_mwmA.wr w mmmmmmM I -------------------------------------------------- r.J- -- ---------------- -a- - -- j- 1,1_2" ,�e6_A1!%, �a.�NED 11VA K ___ a "s; ! _ -_ __._.__-- w__w- __- _- __...w r- w_- _ -_-w- ...ever----- -r- --- m - -- ---- - - -- - -- _ El. IN 'Lc' e �! e �.t,fr `.Y C'. :, Fey r, ;_Ft r. _. ..__..__._.... °f� FPL�_ �! X P QP Q LP t. <nR:�;rE Gs (T P" i 5 5 2 TB , - `E v ^rE ! ! r� 1 -_ c- n� _.YALLEY_r,=UFL CURB ®ice � � � � • ``1�� 0 r �rYriE�i,�s' I• �%-_X-AL-AL�AL-AVA .���v `�+�il'_ 'M �� y i l e4 r 001 ZA A .{s - 3 I r i s � - -ro r/� . - - _ -� ••••• -•.c _. •••••••e .� v ao••••••• • % ..,m ,Pk'I�170O�O�VgiL / ^••tee •• • .. ♦_ • • • • • • • •. ,, 1TQf$�I$iW►���d © ©�d7�i7±I / • • • • • • • • • • • s • • • i�G � • • • • a • ."tF;.. eeP • • '1 • • •.. t�. .... - rw. DS 38 %W Nam WWA W OVA il, R(Ti n':•:��• - • - 1•••°•• • I I ® �WWAA vaT.�r I�Ir� EX. DETENTION SPEED 11,11/.22.4 POND#2, 11 ��► r RAMP • : 27.0 • I IA7�LS UP T m TaffwE 26.5 DHW O ' I , A vffM I 1 'I �� J • P L Y t I 1.1• fir I I� , • ;Y;.+,•,•'per � � , IBllle�t . . ■ 9_ .. . ., _ ; .,,. ,. ��� �! ,ells •a,�. :•:•:•: 7♦ Grl, ,. . I� S t. IWO (DS 399.1 NX EXISTING CHILLER EQUIPMENT 17� EX. DETENTION r 'PLANT TO REMAIN POND _ #1 ; TOB s • :•�, � ! �A • 24.10 DLW • 26.5 DHW S IIIIIinaftL" W.- • , m -- ! I I IRRIGATION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND AUTOMATIC PERMANENT IRRIGATION SYSTEM TO COVER 100% OF ALL NEW ON SITE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1.. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. 7. WHERE PIPING iS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 8• THE IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS.. 9. THE IRRIGATION SYSTEMS SHALL INCLUDE A RAIN SENSOR OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. 10. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DE D DRIPLINES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. E 11. RECLAIMED WATER SHALL BE USED FOR IRRIGATION PURPOSES. 12. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAINBIRD .OR APPROVED EQUAL. 13. THE CONTRACTOR SHALL SUBMIT A. SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS iN THE , SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 14. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONEYEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. TREE, PALM & SHRUB PLANTING NOTES 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATIONSHALL BE BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT ACCEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE. TRUNKS /STEMS -T0 PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS iS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL. INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS /TAR -ONTO PRUNED TREE,-BRANCHES AS NOT - - RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL- 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) TO TREES /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. PLANT MATERIAL SCHEDULE SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY 411\ MG Magnolia grondiflora SOUTHERN MAGNO 14' HEIGHT AT PLANTING. I LO Eriobotrya japonica LOQUAT 2" CALIPER 6' HEIGHT 5 LG Magnolia grandiflora LITTLE GEM MAGNOLIA PBLANHEGHT AT 5 Ugustrum japonicum SOUP WAX 2 :, HEIGHT Lp Tree 8 TH Tababuia heterophyll TABEBUTA TREE ' -8' HEG PLANTINIG• HT AT 6 ;,� QP rum QUEEN PALM 101 CLEAR 16 ro romanzmanzofiianum TRUNK CE Chamoedorea BAMBOO HEIGHT A7 1 erum P ens 3r�'H MAINTAIN o36 WR Washingtonia robusto WASHINGTON PALM 101 CLEAR TRUNK 2 PR Phoenix roebelenii PYGMY DATE PALM 6' CLEAR TRUNK 4 CL Chr ooarpus ARECA PALM 5' H G AT 4 lutes lutescens PLG. vG rumbet 1PLANniG.H°30 172 ariegato GINGER ULY P.C. MAINTAIN O 36' H. G1! Codiaeum voriegotum CROTON 18- -24' HE1GrtT P.C. PtANTgIG 30 ,�32 MAINTAIN O 36' H. °o °o °o °o °o °p TB Ixoro duf l BUSH TRINIDAD FEE PtANnNC. 2 O.C? 234 o 3 CAL MN. MAINTAINGI B'H_MAX PD 18 - -24' HEIGHT AT Fern podocarpus PODOCARPUS MA N o3 8 P.C. 87 SO Ilex SCHILUNGS DWARF 1P4 n H24%AT MAINTAIN018'H.M AX 269 v o 0 o v ivvvvvv v v v v v IH Raphiolepis Majestic Beauy INDIAN HAWTHORN ;424G A 340 DS Schefflera orboricolo DWARF SCHEFFLERA 14•_24• HEIGfTf AT PLANTINC.24 O.0 263' NP " NATAL PLUM ai rl�i4rTa Hi4o cT 236 macroca a asiaticum DJ Trachelospermum DWARF JASMINE 12' O.C. 1466 E3 E3 BF Nephrolepis exaltato BOSTON FERN . • p. 14GALCMIN. 673 CANNA CL Canna Uly 'Pretoria' AMERICANALUS 10GAL-CMIN. 66 SOD 452 SY DEVELOPER Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 flblldesigners @scientology.net ENGINEER OF RECORD V N c� m a Z �co e W in � 0_ V/M �.P ;* M W n L� N •" (p Z Oct W. to a. > >_ W L E z �ZLi. i; W U) S U W a 0 t Z = aw IL W5 c WW �. W W - OU. ZZ ii to (7 a6 F o� Mr- 5E. z �FrW¢ o W o ,J � 1: 12 Y 0 C&6 c CL N V LO _J U.1 U Date issued: 04/27/06 Project Number: 06 -14 Designed by: KR Revised by: Drawn by: AZ RR Revisions: No. Date 04/28/06 C 2 05/08/06 R m , ao C7 ^^1 05/15/06 L , r /4\ 05/22/06 S a 5 06/27/06 C IL g 08/18/06 N Z 0 A. 7 01/29/07 C -1 tL= p C � $ 03/08/07 C to LU Z Q © � cn PRELIMINARY SE1 ® p LL CV z o PERMITTING SET Lf) d• 06 CONSTRUCTION ; m v T° ii SEC / TWP / RGE 16 - .295 - 15E PINELLAS COUNTY Permit No. SITE WORK BCP2006 -06064 CITY UTILITIES BCP2003 -08679 SWFWMD 44022985.001 DEP CS52- 0032571 -053 DOH 0125966 - 190 -DSGP Project Name PARKING GARAGE Project Address 645 FRANKLIN STREET CL WA- - o _ o � 0 DEMOLITION NOTES 1 ! Ll -'��Np DEMOLITION OF THE SITE INCLUDES F F`10\( ` THE REMOVAL /RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND ( . t4 ! -_ BASE, UTILITY LINES (SANITARY D ❑ ❑ D ❑ CONCRETE SEWER, STORM PIPES, WATER II LINES, POWER POLES, OVERHEAD "NO PARKING" I_ AND UNDERGROUND POWER AND (nP) I ASPH. ac 134SE TELEPHONE' CABLES, GAS LINES, i LLLLLL TREES, SHRUBS, ETC.) AND IS I� -_I I f NOT LIMITED TO WHAT'S SHOWN. BUILDING r w. 1 � 1 C REN40VE CABLE PEDESTAL AND WIRING. 7❑ REMOVE EXISTING .'ONCRETE PAD. ❑ 13 ❑ ❑ F2j REMOVE ASPHALT AND BASE. ® REMOVE EXISTING .UILDING. i � ABANDON AND REMOVE EX. SANITARY SERVICE. 9 ALL CAVITY & EXC ,VATION RESULTING FROM REMCV AL OF TREES, SHRUBS, F `'ES, INLETS, GREASE TRAPS, SIGN, Ca LOCATE EX. SANITARY SERVICE FOR RE -USE WITH NEW BUILDING. AND POLE BASE '.: -TALL BE FILLED WITH APPROV..C' SUITABLE MATERIAL_ AND COMPACTED IN 12" LIFT..TO C3 0 0 13 13 ABANDON AND REMOVE EXISTING WATER SERVICE AND METER. 95% OF MAX DEN :PTY. I C1 . 0C 10 OFF -SITE DISPOSE- OF STRUCTURES UTILITIES AND '_I 1_..�ATE EXISTING WATER SERVICE FOR RE -USE WITH NEW ' - ( DOMESTIC SERVICE TO BUILDING. CONSTRUCTION. DE: -RIS SHALL OCCUR IN SOLID 'NASTE I h DISPOSAL FACIL I'PE:; APPROVED BY F.D.E.P., ANC PINELLAS COUNTY. , I ❑ ❑ ❑ D ❑ ML TA[ I. 1 1 iN f0 I .J _�1 STRIEET N ., , 89055'24" i U W (6G' R,YflT -GF -WAY WIDTH) 1k S - - - - - - - F-•- - - - - - - - - - - - saw "NO PARKING" • `{I ,.�' AIANNOLE/ ` oHw -oHw pHW __ SAN1rARr (TYP) Oy 4�1- r_r_, -SA1 3 MANHOLE 6? (�• 6.I 61 �i -r _ r_ r_ r�twt _r_rwr_e_rwr_r- r-r_r.Yr_r -r_t_t �r_r_r -e_rwr _r r e- t_r_r_e_r _t_r- r- r_r -r -t e_ r .. . -r_r •r_e- �r- r..nrn.• r -e_r_ r -r - - - - xti--- mac• x'4 -: - 'L � ,�6' 6 S W,�Tf= k'�2LL2,"' 6. - v _ 6 16 r� t MANHOLE rn O O _.,,,. _■ _. _. _■ _.i. - $%-- -- - n t� TERLINE.- _ - `� h1 RIM 26.3?' A�' GRAT7^ �- -• -• w■ -. - - a4-- � - 1 �t� r1. 7Q ...._ ..� ._ STORMS 89�SJ L P y� p CURB ^ ' „ MANHOLE �ro-`� '�3" MANHOLE 75.35 (M) ?s Af4NHt, INLET INLET S 89'55 26 E 2 - - - C2 h' 0 •2s + �{ ST4 MANHOLE INLET _ - Sri 26.75 2' CONCRETE CURB s 26. ,� ST2e +� ? C3 C4�1 h s 74. M ST3 r 2 STORM - 2 -- ;� CS �`�� -..� �.. _. _. -. .- .- .�. a. MANHOLE r �sB 5 O� I 683 5g 1a' 26.39 25.4810 24.7 2-f.62- 2' CONCRETE CURB _ 24.84 25.12 . e�p CURB iZ O ,46 ,` . r's� ti g 10° �6• 4 X06 25.23 2' CONCRETE CURB -25.75 fY g Yr16 4 ! INLET CON 1 6 i 01 f0" 0 ?�O 20 STORM 26.20 5.29 �s r - - - - -- s 26.5 x27.39 ,J Cl 7" 26x t' "�� =,y 25.9 O O MANHOLE 26.84 25. 2 •09 2 4t 13 16.06 � W 'S �A(Li 25 45 5. T1JE CONCRETE ' 26.80 S75 26.0 _ _ _ _ _ 5 25.05 _ _ _ 2`'' .9. Y h• 3) 15.81 26.1 26. t ASPHALT 6 1 co _ 26'1 6. - WALK ?6.39 '15J4 2 50 HW ONW 5.83 I GAT ? N ^ 3 ° WALK 26.57 WALK -- - -- 26.26 26.23 9' g- PAVEMENT RR F 26.81 - - S 89 30 4 E [5.50 CONCRETE 25. f 25.74 .90 WALK 26.07 _ _ _ ?6.66 26.86 _ P X26.9 \26 87 ! Q(�, y �' 2 . w CONCRETE 6.44 x 0 t% rV 2 f .71 7 'c .P h9 - p - m �' 2fi ' ` _ 26.73 WALK 413 b 27.0 2131 N 25 35 S1CN25 fG/vj jLLLLLLIL- h h LLLLILLLLL 26.44 , .sz 6- �� '� n 2732 ' 26.89 3 6X3 LI LLLLLL�N N LL LLLLLL / 1� s 5 26 45 6x66 6.84 26x64 t6 ((LL°�.L DO x I 7 12 v EXISTING ONE STORY °� 1 N rLLL�LLLLLI I�LLLLLLLLLL� // 26.40 26 <16 �� :; _ 4 2h�� 26.66 z,.4_ I II col 6' 26.61 ° ASP LT VALVE 80X ro STRUCTURE TO REMAIN v x T.7 L LL L L L L I_ L L L L L ") 1 � N NN to f J l FRANKLIN ST. ° L P► I I P_ j 26.57 c 7 - , Nxl 1� LL7a STORY LLj V1 LLSTORY- c.as_LL 26.75 1 1 Y j: X ?s 9s ASPHALT 2 -7- i L L 125 99' L L L Ir �I N L L L E D P' LLL zs 6i� 4! ctuGEL 1 "' icc N ° LOT ° ILLLLLL_LLLI t gLLLLLLLLLL 12„ ° I� U LLLLI_LLLL LLLLLLLLLL ASPHALT ! p< h j 00 2708 0 2 44 / L_LLLLL� LL IILL:LLLLLLLL I n 1 G k.� ` 26 X 65 27.24 X 8 2 x 6f 25 x F' -j ! e1 �{ 25.63 F,anNC ILLLLLI_`CLL I,LLLLLL LL 1` 26X r x73 v 20 27• ,NOT IN iSTORYC.B.S. I i 26.85 ( jLLLLLLLLMLL jI� i m pa� 2a 26.75 PROJECT X LFE 26.69' LLLLLLLLLLL `s: 1X 6 �$ I/ ) rO REAtrrrt 04 ^'e. 1: x 33 i; N . j X26.8 t 26.60 ! �/ 1 1� 2. Pnt• . 41 N 043312 E zILLLII '� 26.79 I a O 26.67 j 157.87'(M) (PROPERTY LLL� i /� Tu p OF OTHERS) �1Er S) �7° 2659 26k82 N "00'04'00" W ', z S 04'33'12" W r L_ \ q 1 i - " .1 -1 2sK i 2Z 271 r._ 199.96 (M) EXISnNG ONE & TWO STORY 200.54' Mj - 1 `o ^_ [i z6 x 7s 26> s2 ` 7.2 � (/ Lk N_L 26.75)t- __ . " STRUCTURE TO REMAIN ': 9 i 27.07 x 15 h : nlL,o� (� rn 2715 Qi 26.76 f f„ I,7 ! X309 GARDEN AVE. ' ^ , 1 1 27.06 26.62 w / rd Ot- f. .� O LFE = 27.53 X x2 26 x 44 .59 �+ . xNl L - L_ i 14 ° • 2724 77 cc v t 16.43 X o LLL �' �- 26.94 12" 1' W 27X Of r: 2 37 N ?6.89 26x 3t , y 26x 68 �Z7.17 \ I� •+ N ^. to Ea FL'> L c r N �, 'o N'r- L- °-• O 27.0 HALT TA, JK L L L N h° . r3 ° 2; t ASPHAI_ 26.� 1 27ar x " �� I GRAVEL h� O ^ 27.30 ^ x27.0 N 27.03 26x 9 14" LU ! 2 26 2734 ?, / Q �x 9 0 f�/ 1/�» 3N Oy N • �\ GRAVEL 2Z27-Z,7 rt 27.11 15" 270 I 15" pT 4 , 2701 X 26.44 ° x2 cn 22 x 16' J \ o `h 1• EX. ASPH. PAVEMENT I � 1 J ° ��� 27. t4 ry 3 x °X 2125 N o ,�1 20,20° c z'?�I.. LL,� a LV-0 - 26.9 12 / 26x 97 0 Q c6 7.2 1 W 27x3 27x5 �� IVt "�_ lJ O \' 1 N 26X 91 �LLt \ 13' O i 48. • L 3 0 ED O A 26.99 T4� F N Lj 7 '3 4 CONCRETE N Z 27. t4: f Q i t r� • `% ` -L $ 27.15 F 27.02 7 27.L'7 27-- 1 O W WALL W y6 o GA 10.1 1� � 4 ` 4" O O• fE.2 #' 27X 03 CL _� _L 1 � ��1714-- � . _ F� IN F 27.09 n PARKING `; w O N 8 1� 1 04 26.99 \ Q C' 0 L -wL 13 "� FY02 18 \ ?P 27.2 EDGE OF GRs ?� ° co I Z 2� i ?6 7 27 051 • 16� �� �j 27 2GRATE L„ L 1 "r F~ J METER 6 27.13 . , r g° B.4 i INLET CL LL 1• �{ � � or z _ (TYPICAL) 1Q°4 � O r_. 2589 r ? �� 9. . 1 i HW 27.18 27.43 •1 2 2 x x ry I 'n cJ 12° RCP 12' RCP �' ��!ag 'ZTi1 _• _• _. H�- ' x cv N R f 2 © NR 3 INLET O 7 EDGE OF PAVEMENT 27 15 ' T 4$ p 0.5 CONCRL7E CURB 3 97 , -_ O U t je r EXISTING ONE STORY �7 CONCRETE BLOCK STRUCTURE ° VAUCr- LOCKED o TO REMAIN Z, /319 GARDEN AVE. is N LFE = 28.10 BOX F F.P.C. MANHOLE RIM Q = 26.36 � + „ MH DEPTH _ ro.3' O 6.63 N 89'56 17 W 74 76 ` ` f"ri`y Q - W Zooz - (913��t � yep R A Q Q zoo ,3 0 F6 WEN D � w� E' O T6 O C9 • , „ TELL e -'HONE 06ANTENNA zo 2k ' ASPHALT �. `r 1 426.37 6.82 I F.P.C. MANHOLE 7.02 S 8921 04 E 7.07 PEO;STAL ry1. BASE EDGE 10F PAVEMENT 27.22 15' ALLEY SAW cur , 2 27.34 EDP aF PA; MENr RIM EL = 27.20' 26.61 26,86-- x 27.23 �•� w - _ _ - _ 2C�•t - + MH DEPTH = 10.9' 2T. f 6 1 1 SUPPORT 27.09 1 _ x27.29 SANITARY ASPHALT POLE 27.39 1 3 LLLL L I LLLL L L L L L L L L L.- L SIG 6.95 THOLE I TURF3 63 • f j w DRAINAGE AREA Bco� tN_LLLL i �LLLLLLLLLLLLLLL z 2742 BOUNDARY --�� I I w L�L-r 26.76 743 „, � ` . Bo LL_L _ LLLLLLLLLLL��� ���LLL�vL � j C6 O ��h 1& 2 STORY 2744 N s r L L L_. L t-{ =t-� L-L L L LLL` I 14895r 27 J8 1 ry o CONCRETE BLOCK x LLLLLLLLLLL LLP L. _ LLLLLLL LL LLI 16 ♦ °1 STRUCTURE is" LLLLLLLLLLL LLLLL ._LLLLLL�LLLLLLL - z 27x oB 26.02> 0 26.8 n h?y 15 ALLEYx2s�93 26X 98 26.9 C 8" ?> STORM 2 TO REMAIN • 1 ti LL,, 3 S 89'56 17 E EDGE 14 C '9 MANHOLE 26:36 x 26.58 26.77 LLL-LLLLL4�ILLLL L __LLLLLL LLLLLLLLL. CSI - - LIE 2749' JACARANDA XZ O LLL - LLLLLL a LLLLI- ._LLLLLL�LLLLLLL__L STORM O , t0 °N,� 2737 2746 2 o PARKING 26.96 SHED LLLLLLLLLLL LLLLL_ - LLLLLL�LLLLLLL'_L. ! w i M NHOLESroRM ,� iN N METER � LLLLLLLLLLL _LLLLL.._LLLLLL LLLLLLL_` -_ I (TYPICAL) INLET e 3I CONCRETE ILL I I I LL LL_L.LLLLL:__LLLLLL LLLLL.._ -LL -LLL LLLLLLL_'_ ,f C7 Z -- L LLLLLLLL LLLLL'__LLLLL ILLL12 s .4Y- LLLLL[-Li' bOkyLI_L L (� n N i 1 1 P d 715" IL LLLLLLLLLLjLLLLL._LLLLLLy _LLL` I LLLLLL LLLLLLL ,... U} �2754 LLL.LLLIf tmRrabs_LLL LL �__._LLLLLL I I I I P P ��( a 271 _ _ LLLI_sTTrucTRLL LLLL ALLL LL L. __LLLLLL c N 04'33'12" E ¢ L L L L T �roRY c.•es CONCRETE BLOCK 2 sioRY c s >: ' HOLES EDGE O�hAVEMQVTT S7RCtClill�E . L,, CONCRETE BLOCK y I 126.73'(M) m o f LLL�LLlc, sERwcE co.'_LLI LLLL. I_.:._LLLLLL _LLL P I_I_L�_ y `° N t 27.2 27.24 3 Y,3. JO L L LxIDS RESOURCE' (. t 0 1 27.37 P 7 3 2s. I LLL 640 ° LLL LLLL 1644 1 LL L LLLL° LLI I I I I' I I 1. q 0.5 CONCRETE CURB 1 �h 1 a o CONCRETE CURB / 5' ?7.29 (, 2707- I r i - ^ '- x Uo I 26X56 I �� 1 1 I xtL-- LLI-LLLLLL�LLLLL L_L r_LLLL� LLL , _!._LLLLLL LL- L- L- P_I -L.:_L ry nJ 26x83 0 + I I -FHALT SAW cur �� LLLLLLLLLLLLILLLLLI__LLLLLL LLL`__'L__ _- LLLLLL�LLLLLLL._I_ S 04 33 12 W U ti � 1� 85.10'(M) 0 2s 45 27X o3 ax 63 x I LLLLLLLLLLL LLLLLI._LLLLL LLLL: I- ._LLLLL L LLLL_LLL _ I' ° aI �LLLLLLLLLLLLILLLLL..._LLLLLLy _LLL , I LLLLLLLLLLLI U m m 6 cv 1 cd h I" LLLLLLLLLLLLLLLLL ` - LLLLLL LLL_ =_ _ ._LLLLLL�LLLLLL' " I • V i , ' 27.43 1 7 5' COM, -RETE CURB - 6 LLLLLLLLLLL LLLLL '_LLLLLII LLLLL° _LLLLLL LL LLL___L (` w o N 00 04 00 W , 26.71 6 2706 I COVERED i 6 -7 L, 85.03(M) 1 1^ 101 -- - - - - -- �' 2 ILLLLLLLLLLLLALLLLL .-__LLLLL,LL LLL -LLLLI N 7° i N ® ®! 21 oW 26X8 12 1f QL _LLLLLLLLLLLL1 LLLL _LLLLLL LLLLI_ L- LLLLLLLLL`CLL °_I 1 ,, ft �, I � Vq �" u �,w 010" (� 26X5 ' 1 LLLLLLLLLLL LLLLL(�LLLLL� ILLLLI_ _LLLLLLLLLLLLL L. w AfAPI� ; • e'er b bg0 t ii a L 2 b ` - 6LLLLLLLLP IE� L�LLLLL` U �? } LLLL LLLL I__._LLLLLLLLLLLLLL 1.0 t I ' 2&2ocv r _ � _ _ I � - � � � ' 4•.° `C � � N �{ t�.ACaocE r4 ,.,�► Lys- LLL- 1...L.L.LL.1_ L.L.L.._I.._L LLLLL �I_I_LLi LLLLLL LLL ;- X 5.83 L-- -- - - -- � 1��- - r , - •. 6 �it�L��i - I I -- f lit- -x2- 6.64 IN r-a--------------- - - - --- # ---- - - - - -- w - - �rtt� - .� - _ -- �• _ t- S 895907 W 26.23 140.88 '1�6 26.1 , " 26.27 26. t6 6.12 1� : -- _- �1 -� �' 6g9 26.15 CONCRETE RAMP WALK I 1 I 1 CONCRETE S 89'59 07 W - 'y-- =- r 26.6 76.74 _ 2 86 4J7.75 CD g 2 6.09 26.01___ WALK 26. 26.27 26.52 x 5 N E7E WALK <' WALK �� I"I :�5 26.53 2597 ?6.57 3S 1 6.24 26.03 6.03 26.08 .0 26.0 wm 25. N 26.55 N 25.71 y $ INLET 2554 ~ 5.80 �ii- - ® H -cr- OHW 6.42 25.95 5 2525.8 (� ryy$0 �15 10" '�`'L n J g S R 25.51 W NW `i + , Gs�63y `�� ! 6: q-6 26.44 J 25.44 2545 2 CON -- _ - - - -_ ° 1 C12 GRATE 2s!DS- .�6.Qi _ _ _ - - �'`� _2.�� _ $ge.9 _ E --„ $}ill 2514 25.41 25.60 25 74 PARK , CONCRETE F' jrUR cr- _ _ _ _ - w - ® a _ _ - _ - _ _ _ nn EXIST. 6" WATFR LINE (lYN1L " +: )� - - `i" W pv L t ,, O ' EX. RRE r,vC':ANT ' SANITARY COURT S THE T TO REMA, � SANITARY ,L-j WATER VA,V!- SANITARY p 26x 49 MAhrHOI.E �y� MANHOLE , � SANITARY t,Lr:'N OUT MANHOLE .-c o' SA8 c ��� (100' RIGHT -OF -WAY WIDTH) LIGHT POLE GUY - �� SAg 26X40 x J 1g bg L�l r- t1�t _t_t-t_t_twr�$wt- t_t_rwr -r�tdE _iwtwrwt�..r- t�.t_ +-iwtwrw.. wE.��y�.twt.�-- e- t_EwEwtwt rwrs E.�EwEwt w 6mt -tea wi -� -t _E _E_r -< ..i -e -r_t x- CENTERLINE .. ` i Tjr 1i. c o J __ �x _... _ �L - _ �x - _ - _ fix_ - ti 1 1 SANITARY 2 2 C11 o MANHOLE x y I SA9 v N v Q SANITARY co O MANHOLE '0 SANITARY MANHOLE SA5 H E1 SA7 0 ccnn° 3 Z x Qt uj i c 3 o cO Cie CO) L Z o C3 Lu tj W y W W h JAM es �03 50010? S 00'03'49" E 121. Z7'A, "� Q 80 1- ao v w v 0 ^ °� • N nQ Z•• Z LL JIM O► V r 4 NN Z W • 0 N JIM IcZ M W _ O a • M PIA R _Z 4m Z It o a at - d io V o A Us z W m� J 0 �3 _J O ift it it v W V MV ® DESIGN /DEVELOPMENT ❑ PERMITTING 8r BIDDING ❑ CONSTRUCTION DOCUMENTS ;r-1 n W 1-- SCALE, 1.40' O W 30 0 15 30 so 0 THIS DRAWING IS y OF CE fAND'$HALL REMAIN THE PROPERTY OF THE ENGINEER, AND S I . J•P,d @d OR USED IN ANY WAY WITHOUT THE CO OF E.'EN ► `` , D IGHT 20D1 NOT PUBLISHED t 1.. vdy OPIES M S� P AR TROT VALID UNLESS EMBO -T}IE 96 NI °ENGINEER'S SEAL pc2.�� co �i H 0 3 Z =; uj �- o 0 M Cie CO) W Z o W t- Lu tj W y W W h t/9 v oc a =oW W cj Ln cj w V pc2.�� A t- d U ■i �� � - � � � 1�� - � �- � - -_� ■■ s � a ■■ �� � - �� � - - �� �!= ll'.k- lei! =C� �� � � i� a �■ �■ - � �� � � ■�■ ■■ � � ■i � �� ■■ � ��� �Yi �if ��_ � r■ �� � � �■ � w �■� � �■ ��� - ■■ � � � �_ !- � _� ----- (c?�'_ �liljd _Q�_ ZrIfAY VUIDiHl ----------------------- ----------------------- -------------------------------------------------- - - - - -- .a.._-------------------------- - - - - -Q _ c� -- - - -- -�E` -. S" 0 11,/ATER -� OHW OHW NEW OHEV E;C. 1 �1�2' ABANDONED 141ATER -- - - - - -- --- - - - - -- ------------------------------- - - - - -- ---------------------------- --- -- - - - - -- --- - - - - -- ------------------= - - - - -- - - - - - - - -- S4;1.'rTAR }' EX. IN=:N TRUNCATED : MA.rHOLE1�f `s42L S PER FOOT z� F,tA9 26...32' r 304 (TYP) EX. CURB TO BE ■ NEW HP RAMP a, REMOVED AND `t■ EX. PAVEMENT TO BE MILLED & //"""DOMES W/ TRUNCATED REPLACED wmi �� 1 PER FDOT� g P, MATCH EX R9 CC■ E.. rNE RESURFACED. DEPTH VARIES 1 -2 11 MIN 1� V t &` No. 304 (TYf') N r x x C3 C3 0.5%0/ 24.84 rQ■/�25. r2 � ./ / S ®0I.V5% /�EW CR'OPSS WSAELE K NMOATRE �CINGS / / //� ��+/C� // // 7 I�Uki 7 TE W /r /1 /E5S ®0.5% 25' EX. CONC. APRON ■ EX.FHA r 25.41 52 NEW TYPE I CURB sxN ro X g 1. ., src,�r TO CC C c r� n / „ �■ -0 P. t. AIPJ SlGrJ 2J.5 +"/N�EW' k R�1(arr,r - �" r^ , p ... :. NEW VALLEY v ra_�� IN j /�,.���R�f -fit, t ■ c0.1!4PI, 25.81 a 26. ! %` 20. 3 �' a a.arr arr 26.Sr<. ��� ,o,rZ3 ti,Af x _ x25.98 26 26. 26.2. `s �. :..:: :::GUTTER CURB 557, Ew �4 26.93. 26.81 ! J _ . v .'... :':. x. :,. :. _...:...... :::. ' ::::......:. .. Lu .......... - ... :: - ..... :..:: f':...... :_:.. .:..:. : :., " ,:.... h : ::.STOP'. ,. .... .... y ■........... ■....•..25.510.. ::.:'2�i. 4..:_ .,.. -_ ..?�.�0.... _ . NEW 5 -_': ,. - . NEW 5' °o G °° N _... . _ ...... . . °° : SIGN ::.:: :..:. ::. :' ,.: ° . .,.. 2703 SIGN a N 25.91 Y'491 ::.'GONG. S 26.9• CONC. s w _ 138 .. Fxrsn c .. �� . � M . / , . .•- , .. '.. t . .. ■.� .'• I .. _� . / � .. .. •... ..� . ..n •: X...( :.: - - C RAIN \r ;/;'• ! :. .. ..... �, ; . /. �.� . - .. .... > 7.5'X6.5 ... REA 6AR n �usT cQ ! o _- `t .. NEW 6' ■ NEW DCVA � �`•- EX.FuC nl "I r�7. X Go.,iJ SIGHT 26 X�j sLOCK ■. � EW STRAIGHT L .X CONC. S/W Y CITY ■ e0 P.E'vitlN v TRIANGLE r ✓% !.i E.:.... JC .1 q� III X i.! CURB C^, ' \!' ^ ■■!� �:� !` +t ? t„il? LEU X r 4CONC.�f E; r ! TI C , 6.40 26 s 27:5 ` 32.4 9 6� Y . 21.0' ■ NEW 'NO r J �� �1ATF RSA �LIr ?� RETJR:`I TO RE, ICI X u� /W %f SIGH 27.49 N c9 ! PARKIN r .' y SIGN `' p i i f -� ! ( _ 26.6f I TRIANGE N NEW COVERED SEA FIRE LANCE `� < 2F 5. N /ri!,• r . .;:!•'; : URB L- X26.! PHALT TO REMAIL! fr / '!% f,. END - AND TRASH r' '� • I HC L 26. c 7X 12.0' 12.0' I ONLY S%w RECEPTACLE (TY NEW GN /' '" `i,^ r,' ; i. I L l EXIT I I _ L I PR J CT ,I L-1 1 L-L L___ - - =� BO .N ARY L L L LLL 7 END PIPES 3' r jr �^ L� LLLLL'LLI L� BEHIND BACK ;,Y; ` � �` � "�" / `�' r %" OF P 3 CURB SED., %'f /; '`r =il ` j; ri' r, %%: 25 X 80 _ ` ` : r „` %•Nr �fiiC�L% � Tr 1p ` !� r , ,' f , f' /i i; ; ! % ' r ! � `r �rr. i F r ' . / , � ! I I Z6 ,x 61 I 26 s ` LB- I x - 5 � LLLLLLLL ` x ' of % L L Uo, L � L L L L _ _ I _ X 2 6_ 26. I LLL L f _ I r FN L�LP Q W ( ROPERTY cn_ .`!i`<. LL -LL - L__ L 111 L L r OTHER' (0� I, r r , o, :26.5. I 6 8 1 k 27 ! <a i ��,� I I 27.2` f `'' cn r; ; %, � ' L L c X 2 7� 2 21-- 1= t NEW CONTROL / t n ■ L STRUCTURE { 127_0 l�� �-- 7 NEW "NO r: `'; f, ri °•, i^' r. I__ L _� TOP 26.5 r 2%. t- �- U) ■ PARKING _ ', ''' '! r , ; / //� �r 4 INV. 21.62 V� I ., S ! cca U FIRE LANE" \ �, ;' r; r.r %� N INV. 23.3E �14 24 I I I SIGN ' '" '' i i/ ; ` ;E :% ih�`/ c�' f :f :; NEW 6 °4 UNDERDRNN 62'LF 00.00% ` ` L irm ILI w I- LT EX. BASE TO REMAIN. ADD ADDITIONAL BASE AS NECESSARY. REGRADE & RECOMPACT AS NECESSARY. APPLY PRIME COAT PAVE W/ V TYPE S3 OVER ," 1 -� TYPE S1. SEE DETAIL SHEET C6.1 ?7.0 EDGE OF PAVEMENT 74" f3„ 10, 10" 27X 05 13`� ii 2U. 51 26.83 X26, 87 27.02 27.3 X NEW "ONE WAY" SIGN PROJECT--------,. BOUNDARY z 6" W 26 ) (• X27.24 NEW "NO PARKING . FIRE LANE" SIGN .O6 i 1 x27.09 NEW "NO 26.8X NEW 57LF -15 "o P)CC ®0.5% If X �IEW DETENTIO I 6 @ r L ( IEN.23.3 j Q SPEED L L_ POND #2 L� I� 1- L_ L __ !, _. o ix - - B 27.0 v RAMP TO 5 STORY STRUCTURE w I I N UP L LL NP 25.0 (SWH }�� [LO', X �LN �! ' PB24.s ��- -- 27• x" X19 PARKING SPACES PLUS 17 HP � ' =' r' � 25" tt 27.3!; 25.0 DLW ,• L x C\f LLL 25.5 DHW L L- L L 4 9, 5 2 S Q. F T.. �, a_ I 2727 [-� i-�I $1 I -L'I LLLLLxL- F .F. LE 7. 5 27.0 ` -, r r X 26 x X � k � 26: 9 EL r Z:/ X 5 (� d � 27x 0 L� I- Z/ G71 LLJ L__ 1 1 �" 27x ,Se "l 4 L21 oo -x'I� v � N „ 27. 14 ■ • CO N 19 f7X 2 / ^� !� ^� .. 18.5" I Ix > L 1 te28. 41315„ 1 L� L •`` _ L L2' 27, !� NEW NO 9 L IB RIGHT / %.J� _ 27 3' 1 ^,/,� 27.2 20.1 7,, 27.28 27,3 < �.99� i N I /' X i I Ix x X TURN' SIG 7. 13 X ! / X2/.2 I Y !`fY4A< 1 / X i 2 { I ��- - 1 j( I x (2j 27. 18 27.43 24410-. 127.48 2 I �2n.97 _ 26.82 Dc. CURB TO BE O L f___.�L `� L- I� 27.15 L _• r I�e... R i_ _ L - d 1 . .gyp ci ■EX GONG 'S/W { ' �j¢,717 J J- I z TO BE REM REMOVED AND 27.22 LLI 27.34 L __Xl L� 2 REPLACED. MATCH L L 1 l L 1 0 6 -`- L t _ I REPUICED t r ( ' EX. CURB . (TYPE ? 22 x 27. s7 Z �� ^�.:;.3 � i" r • , ' " %% r EXI LY�EW 'H"AMP -` / ! j , X X Z TRUNCATED I I X r 6.95 ,a DOMESIPER FOOT 27.0 (; � 16 � 27.53 L L2, 33 LLL .11 TY v SIGN L x27.3°- `I1?�'= 2 x r 7 L- i ✓ !� Q '.� TRAIGH N\, j - -- I Lx, I !- 1� l� -- 00 CURB I p I ! 7th- L- -T- X16 ' 34 i �i z ( ; r( X2 •• 4 rti X v I I i NEW COVERED L I� 27.51 [X2 6 1j ! i.� .t ♦ / I I RECEPTACLE (11� C ❑MM 1 ! ! 11 I I 1 0 G y> I .8' ■ l �Ew wATI gl. I I SOIL BORING 1 ■ FOUNTAIN, L----- - - - --I B -6`9 O o IN I t N � ■ o _ ■ W ! E- 27.2 x EXISTING CHILLER EQUIPMENT a z EX. CONTROL b STRUCTURE T PLANT TO REMAIN REMAINI o TOP 26:5 o INV, 21,0 Ex. 1 DETENTION 11 228 SQ. FT. ° r\ TO REMAIN �._ .,__ FZ ELEV. 28.0 a�.. Q a a " �; N N ! TOB 27.5 2:1 ; T a . ■ N m NP 22.0 (SWH) ■ 24.10 DLW _.. t 26.5 DHW N ! 4:1 I N SOIL RING m0 °Q. Q ■N ` z. O LEFT TURN & r' ;: 7 /' ! -% TRIANGLE ` ' ■ IN fr -' STOP" SIGN ,- r ;,; r,' j EX, LANDSCAPE TO REMAID•I N j SIGHT r r 26.33 TRIANGLE TRANSFOR.4'cR N N 26.21 T/BA / .. ■�� .. iii . n ..� n . .. ■� .. .. �� .. �� .. ■� .. �� . n �■ .. �� .. X 26.64 ■ �_ 0 . 16 ` . 72 1' EA CONC. 3S 1I, E7 LREUAIN �'� 26.64r '26.74 26.86 437. ��' , g %6 ! EX. 5' CONC. S /'d TO REMAIN � O G NEW Do °� � 26.52 -� � � -X , m °� � . `'6.53 EX. CONC. APPRON 26.11 26.E TORE, IN NOT ENTER" X Y X X X E �„ CL , 24� }. � 6 �f EXIST 6 bf 1 4 03 NEW CROSSWALK A4ARKINGS 26.0` c r L N JI 1 1 " i 02 ! SIGN 20.0 ,' �� (r 11,6 " 1 1 CO 77 (TYP) SEE NOTE 25,84 �.� = -- - - -- I - - - - - -- - ---- - - - --q ------ - - - - -- OR, i. -.� !3 -- �.. . , .............�..... - - - - -- -- - - - - -- ------ - - - - -- --- - - - - -- - --. , 15! 5. 3r -; ---- - - - - -- ' OHK! ' n _ ... .. _ . 0l , r t t E r C.�RB 5.(510 EX. VALLEY CURS TO REt.1AIN�...J 25. 14` 2 0(7P`r`T1iCiE i C11,4B 25.41` 2.5.60 2 ,74 RARrirAICVETER / ■ 2 r� ^rT 26.16 rr•�JLET TO RE1.�ar�'� s ■ I EX. FIRE HYDRAPIT, ■ IPED IRON ROD SET F I = 26.25 FEET -- L1�Hr POLE � GUY COURT ST T SANITARY i E',( S.A/V. AlIANHOLE (;,00' R1GH - QF -*AY iMIDTN) /7 ERI/'!`E �t. H.H. B. t�; H.it1.I.t.11�t.1.i.{.l.I.I.I.f. i.I.�1.I.t.1.P.t.1. 1. 1.`. 4. 1. 1. 1/ I.., ��I. i/ 4. I. I. I. f/ 1. 1. 1. 6. 1/ 6. f. 1. R. 1. 1. 1/ I. I. B .I.i.i /1.!lI.I.F.IlI.4 /4.t.l.i� \) Q !, - - X ` - - - ,� - - - - - `� X CEPJTEP, Ll "J .r �� _ _ _- _ - I� �� � - - -. ._ f:'1!-!t `FR VLt �`C nth �,� °" - - . � � Y 2 2 # SA9 i c� c.J MIN LOCATED ON THIS SIDE OF ALL POSTS 11 PERT OR smD, SPECIALIZATION MILE! 104.PDDSClTE OTO COM W ATTAOED PIE DID SUMT DRAVIN5 L a n d s c a p e f o r r•1 s 431 LAVMU AVE. MI) 80D O-M KN."n, it 41N re 20-M-3455 LANDSCAPE FORMS: COVERED SEATING N.T.S. TRASH RECEPTACLE, "SCARBOROUGH ", STRAP PANEL, GROTTO POWDER COAT FINISH, 30 GAL. BY LANDSCAPE FORMS. LEGEND NEW "NO QUANTITY PARKING FIRE LANE" LLLLLL L SIGN STOP z o'p LLJ -LL LLLL 1 VCRETE /77'/ VIP NO PARKING FIRE LANE a > >_L- M PEDESTRIANS v z 6" W 26 ) (• X27.24 NEW "NO PARKING . FIRE LANE" SIGN .O6 i 1 x27.09 NEW "NO 26.8X NEW 57LF -15 "o P)CC ®0.5% If X �IEW DETENTIO I 6 @ r L ( IEN.23.3 j Q SPEED L L_ POND #2 L� I� 1- L_ L __ !, _. o ix - - B 27.0 v RAMP TO 5 STORY STRUCTURE w I I N UP L LL NP 25.0 (SWH }�� [LO', X �LN �! ' PB24.s ��- -- 27• x" X19 PARKING SPACES PLUS 17 HP � ' =' r' � 25" tt 27.3!; 25.0 DLW ,• L x C\f LLL 25.5 DHW L L- L L 4 9, 5 2 S Q. F T.. �, a_ I 2727 [-� i-�I $1 I -L'I LLLLLxL- F .F. LE 7. 5 27.0 ` -, r r X 26 x X � k � 26: 9 EL r Z:/ X 5 (� d � 27x 0 L� I- Z/ G71 LLJ L__ 1 1 �" 27x ,Se "l 4 L21 oo -x'I� v � N „ 27. 14 ■ • CO N 19 f7X 2 / ^� !� ^� .. 18.5" I Ix > L 1 te28. 41315„ 1 L� L •`` _ L L2' 27, !� NEW NO 9 L IB RIGHT / %.J� _ 27 3' 1 ^,/,� 27.2 20.1 7,, 27.28 27,3 < �.99� i N I /' X i I Ix x X TURN' SIG 7. 13 X ! / X2/.2 I Y !`fY4A< 1 / X i 2 { I ��- - 1 j( I x (2j 27. 18 27.43 24410-. 127.48 2 I �2n.97 _ 26.82 Dc. CURB TO BE O L f___.�L `� L- I� 27.15 L _• r I�e... R i_ _ L - d 1 . .gyp ci ■EX GONG 'S/W { ' �j¢,717 J J- I z TO BE REM REMOVED AND 27.22 LLI 27.34 L __Xl L� 2 REPLACED. MATCH L L 1 l L 1 0 6 -`- L t _ I REPUICED t r ( ' EX. CURB . (TYPE ? 22 x 27. s7 Z �� ^�.:;.3 � i" r • , ' " %% r EXI LY�EW 'H"AMP -` / ! j , X X Z TRUNCATED I I X r 6.95 ,a DOMESIPER FOOT 27.0 (; � 16 � 27.53 L L2, 33 LLL .11 TY v SIGN L x27.3°- `I1?�'= 2 x r 7 L- i ✓ !� Q '.� TRAIGH N\, j - -- I Lx, I !- 1� l� -- 00 CURB I p I ! 7th- L- -T- X16 ' 34 i �i z ( ; r( X2 •• 4 rti X v I I i NEW COVERED L I� 27.51 [X2 6 1j ! i.� .t ♦ / I I RECEPTACLE (11� C ❑MM 1 ! ! 11 I I 1 0 G y> I .8' ■ l �Ew wATI gl. I I SOIL BORING 1 ■ FOUNTAIN, L----- - - - --I B -6`9 O o IN I t N � ■ o _ ■ W ! E- 27.2 x EXISTING CHILLER EQUIPMENT a z EX. CONTROL b STRUCTURE T PLANT TO REMAIN REMAINI o TOP 26:5 o INV, 21,0 Ex. 1 DETENTION 11 228 SQ. FT. ° r\ TO REMAIN �._ .,__ FZ ELEV. 28.0 a�.. Q a a " �; N N ! TOB 27.5 2:1 ; T a . ■ N m NP 22.0 (SWH) ■ 24.10 DLW _.. t 26.5 DHW N ! 4:1 I N SOIL RING m0 °Q. Q ■N ` z. O LEFT TURN & r' ;: 7 /' ! -% TRIANGLE ` ' ■ IN fr -' STOP" SIGN ,- r ;,; r,' j EX, LANDSCAPE TO REMAID•I N j SIGHT r r 26.33 TRIANGLE TRANSFOR.4'cR N N 26.21 T/BA / .. ■�� .. iii . n ..� n . .. ■� .. .. �� .. �� .. ■� .. �� . n �■ .. �� .. X 26.64 ■ �_ 0 . 16 ` . 72 1' EA CONC. 3S 1I, E7 LREUAIN �'� 26.64r '26.74 26.86 437. ��' , g %6 ! EX. 5' CONC. S /'d TO REMAIN � O G NEW Do °� � 26.52 -� � � -X , m °� � . `'6.53 EX. CONC. APPRON 26.11 26.E TORE, IN NOT ENTER" X Y X X X E �„ CL , 24� }. � 6 �f EXIST 6 bf 1 4 03 NEW CROSSWALK A4ARKINGS 26.0` c r L N JI 1 1 " i 02 ! SIGN 20.0 ,' �� (r 11,6 " 1 1 CO 77 (TYP) SEE NOTE 25,84 �.� = -- - - -- I - - - - - -- - ---- - - - --q ------ - - - - -- OR, i. -.� !3 -- �.. . , .............�..... - - - - -- -- - - - - -- ------ - - - - -- --- - - - - -- - --. , 15! 5. 3r -; ---- - - - - -- ' OHK! ' n _ ... .. _ . 0l , r t t E r C.�RB 5.(510 EX. VALLEY CURS TO REt.1AIN�...J 25. 14` 2 0(7P`r`T1iCiE i C11,4B 25.41` 2.5.60 2 ,74 RARrirAICVETER / ■ 2 r� ^rT 26.16 rr•�JLET TO RE1.�ar�'� s ■ I EX. FIRE HYDRAPIT, ■ IPED IRON ROD SET F I = 26.25 FEET -- L1�Hr POLE � GUY COURT ST T SANITARY i E',( S.A/V. AlIANHOLE (;,00' R1GH - QF -*AY iMIDTN) /7 ERI/'!`E �t. H.H. B. t�; H.it1.I.t.11�t.1.i.{.l.I.I.I.f. i.I.�1.I.t.1.P.t.1. 1. 1.`. 4. 1. 1. 1/ I.., ��I. i/ 4. I. I. I. f/ 1. 1. 1. 6. 1/ 6. f. 1. R. 1. 1. 1/ I. I. B .I.i.i /1.!lI.I.F.IlI.4 /4.t.l.i� \) Q !, - - X ` - - - ,� - - - - - `� X CEPJTEP, Ll "J .r �� _ _ _- _ - I� �� � - - -. ._ f:'1!-!t `FR VLt �`C nth �,� °" - - . � � Y 2 2 # SA9 i c� c.J MIN LOCATED ON THIS SIDE OF ALL POSTS 11 PERT OR smD, SPECIALIZATION MILE! 104.PDDSClTE OTO COM W ATTAOED PIE DID SUMT DRAVIN5 L a n d s c a p e f o r r•1 s 431 LAVMU AVE. MI) 80D O-M KN."n, it 41N re 20-M-3455 LANDSCAPE FORMS: COVERED SEATING N.T.S. TRASH RECEPTACLE, "SCARBOROUGH ", STRAP PANEL, GROTTO POWDER COAT FINISH, 30 GAL. BY LANDSCAPE FORMS. LEGEND -LL LLLLL QUANTITY DO NOT ENTER LLLLLL L NEW BUILDING STOP LLLLLLL 1 NO RIGHT TURN -LL LLLL 1 NO LEFT TURN /77'/ EX. PAVEMENT TO & NO PARKING FIRE LANE a > >_L- BE MILLED PEDESTRIANS W11A -2 RESURFACED a$n NEW ASPHALT ........... W F W i �o ............. . NEW CONCRETE = Y W 4 W Q SIGHT VISIBILITY LAW ^ �Cll TRIANGLE TRAFFIC SIGN SCHEDULE DESCRIPTION REF rl REF r QUANTITY DO NOT ENTER R5 -1 1 STOP R1 -1 1 NO RIGHT TURN R3 -1 1 NO LEFT TURN R3 -2 1 NO PARKING FIRE LANE a > >_L- 4 PEDESTRIANS W11A -2 1 DEVELOPER 1 Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727 -445 -7277 flblldesigners@scientology .net ENGINEER OF RECORD ♦i■ V Project Number. 06 -14 Designed by: KR 11 Z r. Cq m Drawn by: AZ Q � w `'y C� M '� 2 N N 0 W di� Lu r- 3 M W 0o:W 4 N a > >_L- E z z We m a$n �, N � W F W i �o 8 Z zz = Y W 4 W Q LAW ^ �Cll m d N U) J w U (L 06 04 N o U W U,� d z go w W� =off = o¢ W � Z W to a z CROSSWALKS NOTE: Crosswalk lines shall consist of solid white lines that mark the crosswalk. They shall be 12 inches in width, and spacedl 8" apart. 6 feet wide per MUTCD 2003 - Section 3B.17. SURVEY DATUM NGVD 1929 SCALE: 1 " =20' 20 0 10 20 40 Revisions: Date issued: 04/27/06 Project Number. 06 -14 Designed by: KR Revised by: Drawn by: AZ CROSSWALKS NOTE: Crosswalk lines shall consist of solid white lines that mark the crosswalk. They shall be 12 inches in width, and spacedl 8" apart. 6 feet wide per MUTCD 2003 - Section 3B.17. SURVEY DATUM NGVD 1929 SCALE: 1 " =20' 20 0 10 20 40 Revisions: FLS 02 -03 -26 No. Date Description 1 DEP CS52- 0032571 -053 2 0125966- 190 -DSGP 3 4 5 6 7 8 PRELIMINARY SET PERMITTING SET CONSTRUCTION SET SEC / TWP / RGE 16 - 29S -15E PINELLAS COUNTY Permit No. CITY D.O. FLS 02 -03 -26 CITY UTILITIES BCP2003 -08679 SWFWMD 44022985.001 DEP CS52- 0032571 -053 DOH 0125966- 190 -DSGP Project Name PARKING GARAGE Project Address 624 COURT STREET CLEARWATER, FLORIDA 33756 Drawing Title CIVIL SITE PLAN Drawing Number I I I I I I I � . IAA T1F KLIN T��EET S I I -ROW LINE-, I .■.� m W MINOR== M IN = = lommmo ®m sm BE=== on m mamas M Me 00■0=0011 = r® mom=■ = 011 sm� as M w■ -ee.ew an W mammas us = assawass ® es wasameam , L som� = IN ■m■m®■ = an ate® 01 = 212 W � 10 M NRESSOMM = IN massamme = = samamma = a, ammamme M M asma.ma, es = I&- ' I - 01!r soman� , , * I -,-��n 1 - . - - _Ml 11�6' --- - I R. 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N_.___1_. 1: � ---------- Y_ - _____.____..1 .. � ..... _____ � --- --- I----.--- ...... . .... . .. - � ... . . ....... I -.1 - ----- - ----- ---- ----- - ------------- K . ..... ______ - __ ------- � .. .... --.---,., "'. ....._....... j- - __ ------- _, � ---------- - - _ � _+ ,__-. ------ - I - -'---'-- - 1�7 pl- 11--l- I IT . � _4R .,UL.!: 4F0 I W f,A9 11 9�* �} 1(s - I - EX. ARBICOLA BUSH TO BE REMOVED AND . C) _1 �s , Fs-IREPLACED WITH SOD. EXCEPT AROUND WATER r< Q� VALVES, METERS, DCVA & PALMS. -i [::_1 1 <.' I t5 I c I I I I I I I I I - I I I I I . I . I I I I I . I % LOCATED ON THIS SIDE OF ALL POSTS \\ A , � I � � I il \, i ! \1 I 't i TM : --- - ZIC = 7C i I. I =_ --- - J 1, ; I 1� R1-1 3 9 R3-1 1, \ I I LEGEND _LLLL LL� -LLLL LL NEW BUILDING LLLLLLL MEX. PAVEMENT TO BE MILLED & RESURFACED I I / . //." .1 C'V DA%/C'LAC*KIT TO - - / / / //% // " . , �, ;. 0 . / �/ (9) '. . , , / - " - z I I /I NEW ASPHALT I 1 1 1 L I ............... ............... ........................ * Church of Scientology � I ............... I ........... ... ................ FLB LANDLORD OFFICE TRAFFIC SIGN S CHEDULE I - . . 1`1 1 4- Cl 337" I DESCRIPTION MUTC0 REF r6 QUANTITY DO NOT ENTER I R5-1 1 1 STOP R1-1 3 NO RIGHT TURN R3-1 1 I NO LEFT TURN R3-2 1 NO PARKING FIRE LANE . 4 . PEDESTRIANS 1 1 W1 1A-2 1 1 1 INTERIOR hfUUkC JLA Y LJ U 1 NOTE: 1 P-: N SIGHT VISIBILITY ' 'U%Jl vv%.A ,ul, I ENGINEER OF RECORD I I COAT FINISH, 30 GAL. I BY LANDSCAPE FORMS. a a 1. [ r-_ solid white.lines that mark the V 1 G I Crosswalk. They shall be 12 inches L CV01 4 in width, and spacedl 8" apart. 6 q , I feet wide per MEDIUM BROOM Z :3 q z MUTCD 2003 -Section 313. 17. , �zo 8 "I FINISH GRADE T 2' LEVEL 2' LEV111 'r- W, �.J i $k � . 0 � ft SHOULDER VARIES (SEE PLAN) � "'.1, �`:. ' , , 1 I OULDER I < "SOD 1 SLOPE 1/4" PER FOOT I SOD I , 9 - . . CjlL -8- !�-.`. �f'' ;E r-- - :7 ',-:.*;, ,.*. ';,.,.,-,.4-- CL W ,.� ,-_ rD " - - , :1*-V�. 4� - , , , -""ii IF 11 ili��'_ kilt �-L - �=�El I i I,.," 4; +? �,L: ---- N __ IN-d'. - � �2" LL6 , i�5 0 64 :3M 5 W 1 19�-�, , C"r Sr \_ - .z g , WHEN SIDEWALK IS NOTE: Co LEL, I-- owc ,W I 12 >. 4 - , . � I & I �d 0 1. 41 Drop at Alt Drives ► FRAAIMZN AVE TO BE REMOVED &/OR PROVIDE 1/4- WIDE UNDISTURBED SO U YJ W a. I 21R NEW SIDEWALK IS TO CONTROL JOINTS _mllte = 12 0 New 21 BE ADDED, IT IS TO C16 0 1 o. . . 6- 121 ?U ,-Asphalt TO.= @ 8' 0.c_ a, I - 0 swrace, BE REMOVED TO THE & 1/2- BITUMINOUS "i I rl ,1SAV cur NEAREST EXPANSION _J I I / JOINT. EXPANSION JOINTS W u I _10" Limerack Base 0 40 O.C. : .. - . '. .. Lift 100 MTN. I . : . .. ... Date issued: I CONCRETE WALK DETAIL - 04/27/06 � I I ...... Cohout N.T.S. I Project Number: 06-14 I ' 9ubq*nq1, c . % .. . POST OPTIONS: Designed by: KR 2'xe 0 1 OOD; Nffi §. Drawn by: TYPE I CURB - 6, MAX, ---4 MIN. STEEL AZ FILTER FABRIC IN I NOTES - , CONFORMANCE WITH Revisions: � . iFEK-Oi IULAL I . 1.When used on h h do *I==% cross slog of - ✓ F I ti on ✓ I ` gutl M lopad of the t , :�Il . 0 op ;i. 1?158 , Ir EXIST. D No. Date Description I 1ownt pavernent and the thickness of - shall 6', unless otherwise shown an plans. linu CITY COMMENTS 1 2. There shah be a 1/2' not Joint I . between bode of curb and drilyway. I I F=M7= 3. Concrete In curbs shall be 3000 Pill. a, - PRINCIPLE POST 2 05/08/06 REVISED SURVEY . with fiber mesh reinforcing. POSITION. CANTED 4. When renown existIng curb curb 20' TOWARD FLOW 05/15/06 H/CH W PIPES I shall be saw cut at nearest contraction- �� ON 3 Joint and full section of curb replaced. FILTER FABRIC 5. Install expansion joints at 50• intervals. I -SILT - 4 05/22/06 STACKING LANE contraction Intl at - OW / EXIST. 6. Concrete 11 be 3�:tPosrivaIll`3 ;�;�g; I 11�'Ii� .- - GROUND _ = ;"::,_::t!- 5 06127/06 CITY COMMENTS I I TYPICAL CURB CROSS T - 6\ 07107106 MINOR REVISIONS : SECTIONS SILT BARRIER DETAIL I N.T.S. CITY INDEX 101 10172 N.T.S. 7 07111/06 MINOR REVISIONS : 8 08/04/06 CITY COMMENTS I . . , I : NOTEs Concrete to be 3,000 psi, with fiber mesh reinforcing. 9 08/18/06 MINOR REVISIONS D.O. . S -1 I- 2• min 1% 02/12/07 SCOPE CHANGES 1. . AIll 1) at Wearing Cu ll Drli,es I :� t; 1 . I ;_ - I I I clu I 3/4-m %. - � � 7?:.,�-: &; I I - � __L ,111: [:] PRELIMINARY SET I T5�1' In I I 0 --,.-,.�-`.,.-_--. .- :-_ Base a @ I - I I X PERMITTING SET Vi. D :- .- I I - - 6'-.1::-1e;--. ... . 12'. . I.,.- - . . . � � ' . - :--.--.--.,---.--.-- 71l`bV1l`;_.W;* I � 7-1/21 --� 1 I F� CONSTRUCTION SET .- �)�-',A�*/,A,M/21;\; . /- I ,�\Z/� \ , .4u9sr" V - Typical / ,W 'z� 1 1 , '. k TYPE C I I SEC / TWP / RGE I - VALLEY GUTTER CURB WHEEL STOPS I I REINFORCED CONCRETE -11 � 16 - 29S -15E 4' Drap at All Drlves N.T.S. CITY INDEX # 117 1OF1 I 1 5. 11 PINELLAS COUNTY I I 1-1/2'R Veor4ng Surface I . ;I; � :.:.*:::. .. . S5 .�?� .-:.-* : Ji : * .::. %D : Permit No. d I It I .5 * *0 � ". ..I.'.,. I I 9 .X , : . ::.; - ; . .::: ;�; BCP ':-*.-':.:., b � -*.*.-%-*J' Base 1* TYPE S3 ASPHALT P c. ... ... - " .?.-.- v:, OVER 1.5* TYPE S1 .. .. - 4 � ..!. . . . . . . . . . • // ASPHALT 1/4- PER FT CITY D. D. %J - .. . Compacted . . . MIN SLOPE EXCEPT AS , 1 44 1 '0� - �,- - - -Subgrade • . . STRAIGHT CURB I I ft r o, NOTED COMPACT TO MIN CITY UTILITIES BCP2003-08679 �'It- 16� �_�� 95% MAX M DENSITY _z7_1 � � ... ", . . . . . . . . . . . . I Ill . 2% 13" LIMEROCK OR SWFWMD 44022985.001 1 G.- * • �"__`" 01' I I I � � F.D.O.T. CERTIRED BASE MIN DOH CS52-0032571-053 01 STRAIGHT CURB . =�!!;:,-_1;1;,_-=11I:.- jil=ji�� , ij��, t:=i�';;;i � = 11;1.=";1= -,- ____ . I ,%, COMPACTED TO MIN 985 I 0125966 Back of curb I � Project Name 4 . �* ON SITEPARKIN & I I tD About DrIvewa)L C DRIVEWAY SECTION 12" SUBBASE I PARKING GARAGE I ,, ear,ina N.T.S. COMPACTED TO MIN I I I I I I Fn Curb . 1� � Surface I 1 98� T -180 PROCTOR. 1 3' TRANSIT 'ON AT DRIVES MD 17P T0931ED no 16%n�_ Project Address IRLI . I I RECEIVED . 645 F RAN KL STREET DO . - FEB 1 5 2007 CLEARWATE co I I () 00 I C\I Z* IL FLORIDA 331 y U) NEW I IDEVE P ENT & . O� 12 < - I PARKING NEIGHBO SERVICES 11-- CU 6' 7.8' 21- 14.2' 151 16.3' GARAGE o- - f - -1 CITY T E R . Drawing Title >_ I I I SI 2775 1 - __�� I EX FaKILN ST. NEW VALM I < (D GUTTER CURB 12% . .__.1._-7:.:7- �' , ..... .... .... W. . ... , ''.... ` -X6.32 1 1 26.9 1 .. - 'q 0 NEW DRIVEWAY ............ ;.- " , - CIVIL, K (D _J APRON ...... = "' I ; .... __ -al 0 ;�-;l 1- ''-- I Q , I - I - .65 26-47 28.04 E� ,---,.,.--- 26.76' - I GRADING 8 RX F- z ... - - , I 1-- - G" 'THICK W/ � I 1W z W . I-i'''01- , FIBROUS CONC. Z Q W Z3 _J WWF"G-W2.OXW2.0 9-4-0 -;.k.�. -1,61 MILL I" MIN & , , ! I �,: CONC. MIN 34W PSI DRAINAGE < C6 :E V) RESURFACE W L., E; - - - 0 LL YPE S3 ASPHALT. EX TfPE I I I I W a z ' ' PLAN - CD W 0 ,OMPACr TO MIN URB TO BE . SURVEY DATUM NGVD 1929 95X MAX M REWOVEID & U. N,,_; T_ 0 ENSITY. MAXDTHICKNMS zrwz DRIVEWAY APRON EX PER UFr 1.3 CLIMS Put C" INCHES. IND 101 SECTION B-8 20M - - - X27.75 wNeRom - R. _TS_ - - )(26.32 Ex mm - -- I I - W) CL < 0 6 Z of C I Z) . E Drawing Number mt 0 :� j- , I CO CO a- C) N , - I � 01 � I � I I - W) CL < 0 6 Z of C I Z) . E Drawing Number mt 0 :� j- , I CO CO a- C) N , - I � 01 � I � I I e� U a. w w V) w c 0 Q st O LD U 0 v rn 0 O D a Q dl - N (o rn O O N i N (o E O 's z rn c 0 IL 0 N O 0 Q UO. U) ID E 0 ti U DEMOLITION NOTES LEGEND REMOVE: _ ;~ {•S CONCRETE ASPH. do BASE LLLLLLL BUILDING ASPH. do BASE W ROW DEMOLITION OF THE SITE INCLUDES THE REMOVAL /RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGNS, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL : AND COMPACTED IN 12" LIFTS TO MIN 95% OF MAX DENSITY. OFF -SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P. AND CITY OF CLEARWATER. R REMOVE ABOVE GROUND FUEL TANK. 2❑ REMOVE ASPHALT AND BASE. 3❑ ABANDON AND REMOVE EX. SANITARY & WATER SERVI ® CUT & CAP AT PROPERTY LINE FOR FUTURE REMOVA BEHIND THE NEW MANHOLE. 5l RELOCATE EXISTING POWER /UTILITY POLE & SERVICE. COORDINATE W/ POWER AND UTILITY COMPANIES. 6❑ LOCATE EXISTING WATER SERVICE, MARK LOCATON AND PROTECT FOR RE -USE AS IRRIGATION. 7❑ REMOVE EXISTING CONCRETE PAD. ff(6D' RIGHT -OF -WAY WIDTH) _ - Ex. 8 "� WATER - - --- -- - - .r.,.,. ,�14' "' ,�..-I a.. �, .�.��....� .� _ ... �.. �_ r � -v H �° w aar ru aa® rra a1t9 r� r .wa w r,a a®r r am rw. r r� r r r aar r rm r r r r arf arr ao aar r rrr Tor r aas r aar r arir arr r r rvv r ry av aw a,or �. r Tar r or av ss aaa r r an as. r a. o av o r a.a r ao a. air r a,v am w " eta aaa r ara ara ara r r rr o r� air aar aar aw ar. s L a,� w r/��/�. rr r r,r r is r o r� t� r er .s rr ray roe r� w ra rr r ria r �aar r� r,e r m r� �a S�T:�k ANITARY -WATER FILL E E,,, -„U,,, i Revisions: No. Date Description Q ORC COMMENTS t/) `f Z / tX. 1'L 9) JANIIAhfY RIM 26.32 wd .oa,an =I r..I sa r €r �r r r,r o �r r.r r r rr -.r rya ou.(�a:�r r r!r r r r.r�aa.r:r r r r.r.r.° /jir "tw:ra.r.�r r r am r am En SM roa r:r r:r s�:r.rr r r.r r r:�r.rs:w r r.�r.r:r€r;rs:er,r�:o c M.r,r:r r•rIM,mir awmI STORM I 3" G (BLACK IRON WRAP) J 0, �j MANHOLE _ _ \10 CENTERLINE t_ 3 / t 3 � '�ti t 3 ... ..:., �... .o. '°'E ST 3 r.. CURB INLET# C5 h I- - NT POLE 9 - _ -� -1- A- - - - -- 1 - - �`� �g _ g N HELD LOCATE °'� + �+�+ ra a o r TO BE RQOCATM 1 �3' 0�- �- -`_i --� [ /� 051A `� UME sow cur er EJ ' OP3F14 fF . �� ' �°i' ' ' ` r. i al 1 EX. 36 "¢s STORMWATER 15 sqw cur 15 g , DC CO /CT I _ r 2,. LACED ev .r. roar awr air r_ .,,,� aai a s aw3 Baas a 3 r�.� S a f EX, 2 CL M.N. ABANDONED GAS LINE 3 1 5 1 �. 1 = --. a m ® ,��, ,� ar __My 5_H_ -� Gas ---- " �-' ca - GAS -- Gas - -- . _. W EX 9� CONCRETE CURB 2 4.84_ 25, 12 O p 1 arm ja amp Sam avr ar aso. rasa aa� MM a�a r ra Q _ _ ' ^ - :.-. - - :REA141411. - - - fidS��;A _ Gas _GAS -+ , 5 arrr arar am vr- a"Z - :.1 =.,nom GAS _ GAS GAS _ (li 2 4 27. - - - - - _ - - - - - - - _ _ -�.t =. - _ _ _ _ - _ _ _ - - - - - / y�/ 1 aaaa ro,r air rr sr ar.a . --r � _.�"_ �:du' = �,T„•„ -• -_ -. GA AS �• •GAS _ GAS _ GAS �hS" cAS� G4S GAS t? " 0 s O '+m" 26.84 26.20 2519 2 62 TO -� - - - - - _ _ - - _ __MIT 'w+s GAS - - - AS - nLtz ' r .ae saw CUT R9 �1 _ IGN T 25.41 a_ -ffMT sic" - -. ___ j - ° _ I ITNESS� -- C}-- -- 5 2s -i3 �b U s G s� GAS & it5.0 - _ - EE - --- GAS.._. _ p REINN �'3 25.81 '� 26.17 �` .. _ %// 5 / s �I L- �. ° ?`9 1 26.1 � /1_ _ �'�w I 4 ri9S . li_ S •� G�i = SiB i-�E [ - " " - - UAF ��- GAS --� - 6 GAS ��� GAS GAS ••�• GAS �_� p ` fSI+S G o 25.91 .49 6 . r 10 :25 5025.5Q CONCRETE 25.74 _ 1 26. _ - - - - - - - - - - .. $' I 25.61 a 5_g WALfC • f?fi-0 __, _ _.� 1'0 q .CONCRETE .44 J' �' , rr - 26.73 . WALK-w j ROPOSED r $ 1 5' 3 A - i as 2 s 20 26 13 26., -X G! ITEATING IVATER m rn o -� 1 LSUI'I'LY & RhTUItN- I - L_ _ L_ 3 I_ L- L_ [- -1 / ��:, 26 45 - 2o't r; \ 27.32 2 .89 UTILITY I rn 1 1 6� 11 I 13 / 13 /^ 1 �t 26.94 f N IN A M NT ui °� (.� .I [- Lf-L_[_I_I- [_ �L.I _[_[_[_ _[- [_[_L_ __ / 1 N �h *'6.61 `1rO 26.25 I 1 40 26 26 / n g v rn v 1 (_ L- L_ I_ L L L1 1- L 2 i Al I [- I, I ,I I I I I I I 27.491 y N 4I r I L_LLLLLLLL IL_L I I I ► I _ LL_ ;I L_11s CHILLED WATER / � O yh W � s. 26, 7wl n N ASP 4LT / I I 1 1 STORY C.B.S. SUPPLY & RETURN = �2 .7 �� ' 1 1 N 1 vQ,1 L_ [_ L L_ L_ L_ L_ L L_ I 1 L_ L_ LREMOVED- I M_ L �aI [ _ L_ 1- I I I I L I 5 �. y ,�I � 1 -1/4 "G I 3 "HIDE AWAY" �[ 1 STORY C.B. - , �8` 6 I 0.1-1- ,I LLLLLI_LL_L z ILL , L_It._L p L_ L- 1_IREMOVED -L_�1_ i - I I ASPHALT rq I O LFE 25.99 ` I , T wI GRAVEL 1 F 1 Q In � I L_ L_ L___ I- L_ L_ I -1- I_ L i I_ L_ L_ I- I_ t- L_ I- i_ L_ /1I [_ L_ [_LFE 26.51 _ [_ L__- L_ � 9i I A HAT (31 OT y I I_ L_ L_ L_ L_ L_ 1_ l_ , K I_ L_ I_ L_ L_ 1 _ L ,L_ ,/q, I -1- [- L 8 [_ L_ L_ I_ L_ I x,�n I ���I P ECT i �R � 61 2844 /_i /.I [_L_L_�[_L__�[_ L_ I 1[_L�r"1_�1_LL / /i� L_LLL�I_L_LLL Iz� �1 �� /.� /�I 1; N't m BO DARY 26 :65 L17.2 so 1 L_I -1_I I i LL 1LLLF- f'_I_L_� _ I L-LLL_LL_LLL_� / WI I EXISTING I I t13 L[_ LISTORYC.B.S -- I `��... 6 5/j - LL-I_LLLL_LLL IQ z 2 75 o HW--- q. 27 39 ; � i [_ �TO BE REMOVED [- IN o W- ( I _. L L L_ L_ L L_ L L_ L L_ (� 0 21 � LFE 26.69' 01 ICI (__L[_I_t_� L-[_L_ It - _ I-- ' z6.81 6 �1 =1mi_L 2424' Z l ,� I- L_I_LLLLLL IQ ll- 17-11 2s,s7 �I 26.79 N 04 33 12 E-1 I I- LL[_LLL-LL- "IL - _ICI 157.87"(M) , (PROPERTY I_LLL L_l -l_L_ INI ._I_L[l t`i Iw I 5 A 1 N I 1 1 % 7 1 I a 1 Z 1 OF OTHERS) I L_I-�L 8 I_��� m [. �I I--- -j26.59 26 t I 1 c� 1 26. 74 % 7 271 ?� S 04 33 /2 Vi` I- LLLLLI_LL I�tu -to 26'- 78 '272- � 15.5• 200.54'(A4) I ; LL_LLL_L �L[_ 1o�NL[1 s ( s,75 24� , I� 00� N ,I 17.07 L LLL_LLLLLL Njcncn �L11 v I�. � \, -�� I� � cd 27.06 26•li2 26.59 L 1 I N L I_ L_ I_ L_ I_ I_- L_ L_ N1,_ L�• [_ I1 � 14 "� 7 4 ��o / I w 27 O l 'I ' 26 44 w° 1 I x = : ; _ L_ L- L_ 11 c° 2 2 .94�k r " w n v0 6..4 N 1 �' 1LLL_1N N ��7 7 I), K i0 p I �N N 26. 37 2 89 � 26,s8 V "' �1� � I FUEL AIL L_ 11 ° .. \ ( ; �_ � 27.0 z TANK / 7 N i �i 1 13 7 3 z 26;82' 19" I o v ca L_ y N (o LT 2432 GRAVEL U min ASPHALT /�l N o �; �I I N =•� - X x,270 27.01. 27.30 n \ N I 2 O I� i o� ,/ 25 I N N \\ GRAVEL 1 J /I� 22" TT't lb, 2423 L I /27. 2434 - --� - N rn 27.01 N 21144 n L p 21.5 \ p� - v; - I_- r I 2432 ,. � s 0 7 r4' 2W , s•t g c.> Q) 2�Z1 c 9 '/ t- ci w "•� L -1 t / 15.E 9 26 97 y O N I I / 27.3 I 27 > 5 25 \G Lk "ry [- [! `x'�' .. r'� 2 8 / o "' 91 2 9 i / I FW - 7 d8 /��% 27.01 O � �6. 27, 01 EDGE OF PAVEMENT 2i / ) / 5 \ I- '�' [_ [ _ F 0` 27,{ 2 27,20 /��' I ,�`� y 1 Z 27.03 '14 " 13" ,3 1 / (2s1 ^(mot► 32" \ \ 27 < 03 Li- L- L_ �� v/ O /�� O/ ? 1' N 66 o GATE 10, 10 „ ,. ,,� I 3 I� 7� 2j p0 /27. 14�< / �F / ��� �����-09� I 1 16 / �� 271 2 GRATE INLET / I I 2�' 1 26.77 9� 27 05/ 5 1 12.5" , 2 .413.5" TO BE REMOVED 18 _ [_ (_ [ ,' ��/ � m /9., C'c Q8� „ ^ E 27 D °�' i fo. " 25 8 H - OH 26.9 - - $418 I [... [_ L_ L r DGE OF G ? co 12 RCP 9 .� -`�` W - - - - - CIO *N70 T �G - -OHW� -0 - - - - 27.31 ! - _ N . - - "M � a`a'��' ao.r - - r. f'ii aaa� aa� aa� a. -' Z'-- 7- --7 --� 7 HW -' - _ �_ - - fS70RA4 GRATE 12 RCf 1'1'!•!I?S '�'�!�' �! "'�' T T T y"' �. '�"?� 2 .3 �"�%''�� j7. 18 27.43 5 2 7 ' %- l '1�� - •- �cmi I A4ANilOLE I ILET INLET SAW CUT 3� Elj1T 2� 1 �: % x'71 27.28 27.3 :99� 'I u % %% / �/ EDGE OF / / / f / / 2 .48 Q� 26.97 26.82 J` 7 /- ° u S7ti C8 / o C9 EX. ASPHALT / `ELEP/IONE Qy A- IVTe,4(,� ='�� / �� A�F'NAL� / `S 3 / 2� / / �/ � 10 ii r ) / 2> / TELEPHONE/ c IAV. 21.38 26.87 27.02 S , • I _ 15 .. _ �• - - - - ,2r �PEDE TAL f��BASEi�EDGE 1 � OF_. AVEMENT- - �172Y Z /�1 / , L /� /27.34/ /� , '2sr� 2)BOLLARDS PEDES �' al' I 6.61 2; 86 27.2. ,� >. rt- - -,?.& 96 �TT� - - ` - -��? 77 - - - `TAL _,2 7,13 ., _ 27.16 I - t_ L-1 l_ I7 I_ l- - ( =l w _ "� Tlr � irl it _ �r Tr !L i'Lr i'� i� �rA.r.'� ,• •LI u SUPPOR"I -,__ - - - - ( - I - 27,09 �1 �16 '7.53 �1 27,33 �� (S �� ASPHALT POLE 1- I - LI-_,L _LLLII_LL_L €_LI_I_LI_LL _LI_1 LLLL _LLLL_I_LL 2739 1' 6.95 Q- B j - ti 3 •� QC GRATE INLET #C11 "d _L_LLI_LL-[_I L_LI-L__LI_L_LLLL_ - _L_L_I_ __L_LLI_ �LL_L_L_LL_L� ru�tcF 3 61 ° -TO BE REMOVED 27 - 17 i - L ICZ 1 17 OAK / �, I 26.16 >< ._I-LLLLLL1i_I_LI_LL-I_L -I1_I_1- L_L__I_I- LLI-LL_LL._LI_L -LLI. 2743 ; 2416 / 1 h 1 L_ L_ L__- L_ L- L L_ Ii_ L- I_ L. L_ L L l_ L_ L_ I_ _ L_ L_ L_ (_ I_ l___ L L_ L_ L L. ruR- " """� 27 44 27 34 y i - EX. 6" I- IEATING WATER � _ L L_ L_ L L L L II _ L 1_ L I_ �O)JCR K�- BQ O K I___ _ I_-_ L_ L_ L- L- L_ L I_ L L L_ 27.51 , 6.91 t � SUPPLY & RETURN _I_L--I_LLL_L_11_L_L[._I_T RE�LI - LLI-_-LI_LLLLLLA ♦ 1 yw �TORA4 26' N u 1 I _ __ _ L L _ L L [L_ _ _ I_ _ rO [Bq R MQVEp_ L - L L_ I_ _ _ _ _ LL [_ 1 `� • - - - �I: 1 00 - -- -X. 18" CHILLED WATE R 6 _ _ 4 _ 1 3 SUPPLY & L1UN PROJECT 4 26.38 2 2 _ � _ _ i _ _ _ _ L_ - - L _ _ VPINHOLE 6 ST7 BOUNDARY _ LL-LLLLL_LLL_L_LI_LLLi_ _LI_ L _[_LLI_L___ 1 Nv. 18.81 PARKING 2699 E_t %_r METER - [- I- LL_[- L I � 1 � (TYPICAL)I CONCRETE - [-- L- I- L_ L. l_ I- II_ L_ [_ [_ [_ I_ L- L_ [_ L_ 1_ L, I -_ L- [_ I_ [_ L_ L- I_ L_ L_ [_ I_ RAMP 1 - LLLI-LL I- 11_[_LI- L_[_L.L._[_[_L-L_I 2 ❑3 �i; � �N w I I i I I �; k _ [_ I_ L ��.[..�.� ..L� �� �..� 27,15 1 I I 1 1 27, 2� ; w I Q _ _LLL_L_LL_L _LL__L_LI _L L3_ I_L _ . f4 i 21 11 � 1 I NEW I: 1 LTj N 04 033'12" 1 }I - L_LL_L_LLL - LLLL_I LL__ Y � z712 1 DDETENTION 1 1� 126.73'/Ml m o 1`a,.' .� ' - -Lir ' 2 i l� 10- - �12� �. s.58 1 I POND 6� EXISTING CENTRAL ENERGY PLANT �. y N t � 2 1 26.97�� - Lil l - - - u #3 .- = - _ _ _ 1 I I 1 Q) p 0.5' CONCRETE CURB 1, ,I' ,}'� / 1/ ' -' ' 1 ' 0.5' CONCRETE CUR I 1 I I 1 1 1, 228 SQ. FT . y N 26 59 1 w 'a I � `7` ` � � � 13 " 1/ AsP A /' � i k1 1 I TOP E . 25 5 I 1 F. F. ELEV. 28, 0 t _ L 04 °33'12" W I � I it �'�.� ��i�j '� 1� ` / I I 1 1 H / } SAW CUT %I <L_ �7V_d3_ lfl 1 >/ 24 / - t ?5. 1 t �/ 1 O 126 45 EX. ASPHALT r� ,L/ / �2 _Wl' f ROOT I 1 1 1 / ` IN ` it PRUNE I 1 0.5' CONCRETE CURB PER ANSI 300 I cl ^ ti 2171 706 27.0LCL E - - -- _ - -- - -- _ r ' 73 ; 6'�p Tiro• 1 N., I � � 26.8 1 24AK i2" j � 1 4 ,N Ld 1 z ca / _ 6.5-. CUT AND CAP 1 116 L 17.5 " 110 '��, 4.5" .. (o LO Tn AT 2 - 1 a �� (O 5' (. 4 „ r 26.21 6.33 ��1 1 ( 2410 III r 6 Tr�antsFOxe +ER \ air r rra nr aan a. r ��� M M a immailr M -ray a. r r a. � m_�a,�ar � �� _ �_�� _ �� a. mar a. �r a. 26.64 _ _ _ _ _ _ _ _ 1' �t 9 wcuT l °. -, -- I •26.14' •� I - . -- ) „- - -- _. u� -- .. _ ---- ,-�fr1 _- ,_._2&0��2`� -= 7�'.- - - -- - - -- - -- - -- 9 589 59 07 W - 26.27 • q �'- - fi ° d , Tr�saw ctR - -'j EX. CONC. 26.64 26.74 26.86 437 CONCRETF� M10 CO CRE; E a° I 1 0 ° 1 O - - - °. . ° _ _ ° e 4 - - i -- � � - - -- - _ ° - ni - °' �- a _ .. _• ° 414 WALK a �': _ . ❑ _ ' . _ .A -° • .26.11 -- 26.27 26.52. r' �6 21'r'.53 2� 10� ■ 26.24 2/�,.03 26.03 Tom' ° .. _ a °. -a ° . " 26.08 -1 <a.. •fi 031x- '26.0 �� q " , _ °, -•L 15 EX. 2 CL 4918 1� „26.57 ` e - r _ GAS ►e s - GAS -- Gas 6As -Gar- .s 1Gas- Gas- IGas�.� Gar Gq�s�. -- G�sA' ,Gar d GASP uAs-r- ,car -.- .4r= GAS . Eai'' - r l6nr Gad- sas- + -�-�c� r war - r- Gas-- cas- --lc�r s -Gar- GAT- y�aL:�Yl -Gar- Gar- Gas -� -- yas- r >as -Gas- G - cas --�r�+ r r rr a.a r� V r �s r'ir ,L rra �i arir, ' y �..in. �r. iim -ice a� =mr ii rcr ri' rq aye : %a rr rrP a0 a� Tar r o aa. r ar. r r r L r �r r r r r 6 EXIST. 6 I1/ 'Q 6. OHW OHW� -_ -F : , , - - 2'. C� Jlr"/'IL�r - t�_,( i r a ey L r a r r r o r �w rnir. ar cl 25.97 25.88 25, 38 24.99INL� 5.00 0 S4W ctn 25.74 PARKING AIETER 112 CONCRETE F CURB 26.16 a 1 SAW CUT TWO PARKING MEIERS !!T POLE GUY & y 5 7%C$R6111 � 5 TO BE RELOCATED &1W CUT 5 j7� 15 5 EX. FIRE HYDRANT PLA{V C ` E r 1 LIGHT POLE & GUY H S4 b .. - ._ - 1 - - - - - - SANITA RY COURT' ST EX SA N. (100' RIGHT -OF -WAY WIDTH) SA6 am Am, Nag r m r i r . rrr , r / SERVICE CENTERLINE r ITA _111MRDEE- - �h r. `I' # S49 ® REMOVE EXISTING BUILDING. 15 REMOVE EXISTING DRIVEWAY & 2© COORDINATE REMOVAL OF GAS SERVICE ® CONCRETE CURB. W/ CLEARWATER GAS CO. CE. REMOVE EXISTING GRAVEL BASE. REMOVE EXISTING FLAG POLE. � 16 2© REMOVE EX. INLET AND STORM PIPING, � ORT 10 REMOVE &REPLACE EX. CONCRETE SIDEWALK. 17 REMOVE EXISTING CLEAN OUT. L 11 REMOVE EXISTING FENCE. 18 REMOVE TELEPHONE PEDESTAL &WIRING. 24 REMOVE EX. CONCRETE CURB. 12 REMOVE TURF BLOCK. 25 REMOVE AND REPLACE EX. CURB. SAW CUT AND REMOVE THIS DRAWING IS M INSTRUMENT Fu1i E►wN THE PROPERTY OF THE ENGINEER. AND NOT BE,R +.- �'9 • + U 2004 NOT PUUMJSHED PAVEMENT AND BASE 1 SOUTH OF EDGE OF CURB, THE of ENGINEER` , , SCALE: 'I " =20' IN ANY WAYwfniour 19 REMOVE TWO BOLLARDS. c, T - � 13 REMOVE SIGN. REMOVE AND /OR RELOCATE TREE. °4:R 20 I REMOVE ANTENNA BASE. N 2 4 200 I 14 REMOVE EXISTING IRRIGATION SYSTEM. 2412 TAG# FROM TREE INVENTORY. KENNETH tH q 4O Pte:3s3S6 2�1 REMOVE EXISTING SANITARY MANHOLE AND SERVICE LATERAL- NN71M COPIES OF TH ` °P ARE Ni)T'_NR.li!) 6NLESs EMBOSSED WITH F TTIE SI N D T' L 10 21 i q f�' ffia� Q i LAJ J 4 , L C) i i `6 I I . 1 r • r e I t �I ^� I rl it uu O OO 1- oo v, -�Z �IL o �d Z•• Z tlCG Q • W J cW Q NN • M gag Lu J Z Na lb W Z W O M W N V ?Ift Z M r y► M Z E" Q J IL INN, 0 Line Z J `J W • W Q J � J vQV. v •Oo v " Issue Date: 02/22/02 Revisions: No. Date Description 03/25/02 ORC COMMENTS t/) 04/23/02 SWFWMD COMM. J 07/13/02 DRC COMMENTS 33/21/03 SWFWMD 7/18/03 A11/10/03 MEETING NOTES LL W )6/08/04 TORM RELOCATE ao Z 0 A W ❑ DESIGN /DEVELOPMENT ❑ PERMITTING & BIDDING CONSTRUCTION DOCUMENTS z Q mi w INNINNIIIIIIN ■... z O INNIIIIIIIIIII0 J O 2 w 7C-1 H - t/) J V ~ LL W c ao Z 0 W O O !`-' M Z aw �U W � J LL w Q O � W Z V i ce. L) Q = N .1 aQ„ 0 to V