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1201 GULF BLVDC11TRY OF CL AR' WATE' - PLANNIING & DEVELOPMENT SF RVBC€S �vnW ..�- TREE REMOVAL PEpMi NAME OF OWNER SITE ADDRESS `1 Z bt (su I f3 /A - C -1e2r' ,*-Jt' twGZ, PHONE '330 - S3G- 9811 OWNER'S ADDRESS Merrri"'aH d.• 4k-r &m 1 oN 414913 LOCATION OF TREE(S) ON LOT $ee-- Plav► SPECIES AND NUMBER OF TREE(S) PA Ld - -7 -r-o 3E kc-LO .AT D 10 APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $S,00 for every tree above 5 to be removed is required. REASON FOR REMOVAL: • Construction -See "A" below • Hazardous • Declining • Dead • Other (Specify) Fee Recd. $ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from th per render it null and void and be considered a violation of the Community Development Code. Sign t e f caner or applicant Printed Name �� lc5 A�t•cr ✓,��., mil• Ceal2►••w�s� d� ✓�lap�rls�f; �✓,G- Address Agency Representing OCL # . 1,kv- �'l U �f�3�3 1630-0(f • ?%71 330. 057-196 08 City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent E 1 ainect is qmrvient s: AA ,I Required Replacement Trees: Applic ble I Code Section: D o ; seonJoe Inspector's comments and information submitted, the above removal application is: U Approved as S: tted Approved- Modified as Noted Above ❑ Denied Signed, �" Date: Community evelopm t Coordinator or Designee /Inspector Valid for six/months from the date of issuance. ,.,ti. +,, oi...., l" v. n,..,,,1 - ,,.,o„t c­a­ v11­1 -Annlinnnt Rev. 2 -03 l'. D D m IOPWNTS It... A D V; I E-S CIT'Y.OF:C-jI.xA'9W:XIt.R Pt"ANNNO. MY RADSK Associates, LEC NAME.,Of OWNER. E.R,g ** 1/65 Merriman Road 6A - .1 - : - AD - DRO :330-836-9911 PHOW a.nnt3rac 2VI-44YJ,4-Guit Bivd., Uiearwater beach, kL LOCATION OFTREMON LO __.._.. ___....._FarkIn.g L.-o,t- SSPECIES.MD NUMBEIR, OPPM . . . . .............. ........ . ... .. MOM_ 0& 10 *00t*i A roan .-rofun ;; } o-f,96 Of t1:611,0afor 000 NO, tt*.00; tom bb reftMddi- plus :tuo far & ry dbcive. 5. to be femovecl 4t RM, O&IFOH8MOVAL, $60 "A ft WbW U-Hazdrdous CI Dechng.- 0 Dead X2. Relocation t h .0 r: Op M P. :A) pookcm, ON t Fo t . ...... ''h' new co, s wab .n -:cIddifWr� :'Or Othl rmadffgohoms. Of.cr prop. ft 'h*k'-hlhV0I'VO-ft remaval of protected- trees -W. Y..w :0 tize p e rt #s re tlr i is site 010ii "0 m or IR=wjdr oil lh'6 maces 0 loc r-00% of 6S - J*.� �jq. Hr Aft We.c ',,Tme- nc Und rou. UtOM 'd W Ila. h men .9mements: n �.Ptghfs-oP. d. Paddagkmnge, f, 1. All n d lfte( fff 06.d rec 4 k; Z Prqtp-CM bar6ers Q.re rpqulred o.mu.nd gConslTuctfori, 1besa.bcrrlcad"mw-t:vemdn 9) REPIACEWNT4 7.. Tree repT ennant M., lhimum-standards.-: 1:110verathe4ht, 4"',wUpe4 POMP" J0.01*0 �Iqy% from q'roopeqvitoffivopf"pro an Ot I MWOVOMOO. th-attt. 6 ftei.p '.p 3 S6Q d Own, gtfi 01�. dit be determhadIt'vot Orne;:O: p . "A 1,0 to 6f P Kevin J. Fallon 0 u IN z . ........... ApprLcdt4eC ode .Socfb,N ..... ... ....... ...... . ...... .......... .................. .......... ....... on the inspecWteomm, eats and lriformofionstjbffii fted.,the,above removal appliacrhon'Is.- Vod*ad e A;�OeOved as,; N. f6d Abov4 Coed 'dInW or. DjeW!j.nOOrAnso�eOW tab ri6i01. IV -WhRe - --fam-tV Y.eudk- A001C, a ht 441 . .......... . -.1--.............. . .... . ................ . -1 MAY 13 2003 i4 ATER CE,DARWOOD ARCHITECTURAL, INC. May 23, 2003 Rick Albee, Plans Examiner City of Clearwater Planning and Development Services 100 South Myrtle Avenue, 33756 Clearwater, FL. 33758 -4748 727 -562 -4567 Re: Marriott exterior renovation BCP2003 -04172 Mr. Albee: T. STEPHEN KORLLOS, JR. President MAY 2 8 2003 0 v pr The following is in response to your comments regarding the above project. Per our telephone conversation on Thursday May 22, 2003, you stated that I may send (3) revised sheets directly to you regarding the revisions that we discussed. Land Resources Review: 1. The (4) Sable palm trees in front of the retail, and adjacent to the parking will remain as requested. 2. The new ground lights to "up- light" existing Palm trees at the existing curb cut will be ground mounted as noted on the site plan sheet SP 1.0. 3. A new Clearing and Grubbing permit form was delivered to your offices. Friday, May 23, 2003, a copy is enclosed. Please contact me at my office (330- 836- 9971/ext.4160) if you have any questions or comments that I can help quickly resolve. Sincerely, � Robert Marshall, Project Manager. Cedarwood Architectural, Inc. cc: Kevin Fallon, CDI Steve Korllos, CAI 0202044 / 2.3 U L- 1765 MERRIMAN RD. AKRON, OH 44313 T 330 - 836 -9971 F 330 - 864 -8094 www.cedarwoodarchitectural.com 07/26/1995 C I T Y O F C I L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 NOTICE OF NON - COMPLIANCE The City of Clearwater Environmental Management Office has completed its stormwater and landscape inspection at your site. The site is in non - compliance with the stormwater and /or landscape ordinance's in effect at the time of site development or modification. If you have any questions regarding this report, please call Rick Albee at (813) 462 -6598 SITE: Radison Bayside Hotel SITE ADDRESS: 1201 Gulf Blvd. OWNER: Andrew Duff TRE, Trust 2020229 OWNER REP.: Rick Edwards INSPECTION DATE: 07/25/1995 CODES VIOLATED:LANDSCAPE: Sec.136.023(c)(3),(d),(h)(1) STORMWATER: 4Sec .43.24 (4) (g) REQUIREMENTS:LANDSCAPE: Installl 1 tree (6' hgt) in the interior island and replace the 2 declining trees in the north landscape buffer. STORMWATER: Remove sediment buildup from inlet pipes and pond bottom from retention pond south of the main entrance drive. Inspect all inlets and remove debris and /or sediment as necessary. COMPLIANCE DATE: 08/31/1995 RECOMMENDATIONS:Trees should be replaced with Southern Red Cedars. Some grates on the grate inlets appear to be deteriorating to a point that it cuold become hazardous, inspect and replace as needed. Request an on site meeting for a detailed explanation of the requirements. To insure compliance, a reinspection of the -s4te will be conducted after the above compliance date. Failure to correct the requirements by the compliance date will result in the issuance of a "NOTICE OF VIOLATION ". "Equal Employment and Affirmative Action Employer" C I T Y OF C I L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 NOTICE OF COMPLIANCE 07/26/1995 The City of Clearwater Environmental Management Office has completed its stormwater and landscape inspection at your site. The site was found to meet the requirements set forth by the stormwater and /or landscape ordinance's in effect at the time of site development. If you have any questions regarding this report, please contact Rick Albee at (813) 462 -6598. SITE: The Shoppes On Sand Key SITE ADDRESS: 1241 Gulf Blvd. OWNER: Shoppes Assoc LTD Ptnshp OWNER REP.: Barbara Sichel, Morbitzer Inc. RECOMMENDATIONS: Continue to maintain site to insure future compliance. "Equal Employment and Affirmative Action Employer" 0 NOTICE OF COMPLIANCE 12/04/1995 The City of Clearwater Environmental Management Office has completed its compliance stormwater and landscape reinspection at your site. The site now meets the requirements set forth by the stormwater and landscape ordinance's in effect at the time of site development or modification. If you have any questions regarding this report, please contact Rick Albee at (813) 462 -6598. SITE: Radison Bayside Hotel SITE ADDRESS: 1201 Gulf Blvd. OWNER: Andrew Duff TRE, Trust 2020229 OWNER REP.: Rick Edwards Original Compliance Date: 08/31/1995 INSPECTION DATE: 11/29/1995 RECOMMENDATIONS: Typical irrigation systems cycled at twice a week do not supply enough water for newly planted landscape material. At this time Southwest Florida Water Management District (SWFWMD) allows watering of new landscape material on a daily basis for 30 days. To obtain current watering restrictions, call SWFWMD at 1- 800 - 848 -0499. Inspect drainage system periodically for clogged drains, sediment buildup, erosion and overgrowth; then maintain as needed to insure future compliance. C I T Y O F C L E A R W A T E R P O S T O F F I C E B O X 4 7 4 8 CLEARWATER, FLORIDA 34618 -4748 January 6, 1993 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The following report is the result of our inspection. If you have any questions concerning this report; please contact Rick Albee at. (813)462-6598. SITE: Radison Bayside Hotel /Shoppes at Sand Key 1201/1261 Gulf Blvd. OWNER: Anthony Petrarca Ic /o Anthony S. Battaglia OWNER REP.: Anthony S. Battaglia INSPECTION DATE: 01/05/93 FAILED tz �Q DEFICIENCIES: Requires replacement of -2-7 declining interior landscape trees and 4 declining north perimeter buffer trees. Trees required to be Florida grade #l, 6' in height after planting. CODES VIOLATED: Sec.136.023(d),(h)(1) COMPLIANCE DATE: 02/11/93 RECOMMENDATIONS: Use container grown nursery stock, and not balled and burlaped trees, as used previously. INSPECTOR: Rick Albee To insure compliance, a reinspection of the site will be conducted after the compliance date. Failure :;to correct the deficiencies above by the compliance date will result in the issuance of a formal "Notice of Violation ". "Equal Employment and Affirmative Action Employer' O O OD M P 019 718 227 Receipt for Certified Mail No Insurance Coverage Provided UWMD STATES Do not use for International Mail 0 TAL SERVICE (See Reverse) S tto/ C7y4PC64 Street and No. P.O., State and ZIP Code Postage Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom & Date Delivered Return Receipt Showing to Whom, Date, and Addressee's Address TOTAL Postage & Fees y y$ ar � Date -( -93 r A STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES (see front). 1. If you want this receipt postmarked, stick the gummed stub to the right of the return address leaving the receipt attached and present the article at a post office service window or hand it to your rural carrier (no extra charge). 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return address of the article, date, detach and retain the receipt, and mail the article. 3. If you want a return receipt, write the certified mail number and your name and address on a return receipt card, Form 3811, and attach it to the front of the article by means of the gummed ends if space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested, check the applicable blocks in item 1 of Form 3811. B. Save this receipt and present it if you make inquiry. 105603 -92- 13.0054 UNITED STATES POSTAL SERVICE Official Business 8Ii 1 p►l'- fflyint lot PENALTY FOR PRIVATE USE TO AVOID PAYMENT U.S.MAIL R E e UV ET: DATE: --/_ Ej '2222' ------ rPU W: `C WORKS . name, address and ZIP Code here L City of Clearwater Environmental Mgmt . + P.O. Box 4748 � C:lja.ijw'r i' l,,..I F ii i' i134618 CD 59NDER: fl • Complete items 1 and/or 2 for additional services. I also wish t0 receive the Complete items 3, and 4a & b. • Print your name and address on the reverse of this form so that we can following services (for an extra m > rn return this card to you. m • 'Attach this form to the front of the mailpiece, or on the back if space fee): 1. ❑ Addressee's Address N does not permit. _ • Write "Return Receipt Requested" on the mailpiece below the article number. 2. ❑ Restricted Delivery .. n •+ • The Return Receipt will show to whom the article was delivered and the date 0 C delivered. Consult postmaster for fee. 0 3 Article Addressed to: C� 4a. Article N er N —///ON /.4 307M Z Z ? E 0 0 �o TyeoNe &, V 4b. Service Type ❑ Registered ❑ Insured cc 1 � Pd Certified ❑ COD ❑ ❑ Return Receipt for Express Mail O ?✓37� Merchandise 7. Date of Deliv Z JAN 7 �. 5. Signature (Addressee 8. Addressee's Address (Only if requested Y W and fee is paid) t6. - Signature (Agent) H 2 0 4 PS Form 3811, December 1991 it U.S.G.P.O.:1992- 307 -530 DOMESTIC RFTIIRN RFCFIPT C I T Y OF C L E A R W A T E R POST U PICE B(,X 4746 CLEARWATER, FLORIDA 34618 -4748 February 3, 1994 The City of Clearwater Eavironmeatal Management Office has completed its compliance landscape reinspection at your site. The following report is the result of our reinspection. If -you have any questions concerning this report, please contact Rick Albee at (813)462 -6598. SITE: Radison Bayside Hotel 1201 Gulf Blvd. OWNER: Anthony Petrarca -OWNER REP.: Rick Edwards ORIGINAL COMPLIANCE DATE: 02/11/93 ext.04 /01/93 REINSPECTION DATE:02 /03/94 PASSED ' IF PASSED: Maintain landscaping in a healthy growing cor:ditioa to insure future compliance. Typical irrigation systems cycled at twice a week do not supply enough water for newly planted landscape material. ?=.t this time ._ou.thwest Florida Water Management District (SWFWMD) aJ.ldws watering of lew landscape material on a daily basis 1, for 30 days. To obtain `current watering restrictions call SWFWMD at 1- 800 - 848 -0499. IF FAILED: A formal Notice of Violation will accompany this report. "Equal Employment and Affirmative Action Employer" lo% 0 TR.I -C CON STRUCTION,CO.., INC. December 13, 2006 City of Clearwater Development Services Department Attn: Scott Sullivan 100 South Myrtle Avenue Clearwater; FL 33756 ANTHONY N. PETRARCA President and CEO JEFFREY P. KEATING Vice President of Residential Construction i t*. ; RE: Marriott Suites - Dining Deck 1201 Gulf Blvd. Permit #BCP2006- 04151A Landscape Drawings Dear Scott, Attached are the revised drawings for the above referenced project for your review. The new landscape drawing sheet A1.0 dated 8/22/06 was revised and the architect said the plantings along the seawall were deleted. After yoyir review please call me to discuss, I can be reached at 330- 836 -2722 x2257. Siricy, Je %on VP on Tri- ction ompany, I nc. cc: Kevin Fallon, CDI Attachment �9 1765 MERRIMAN RD. AKRON, OH 44313 T 330 - 836 -2722 F 330 - 869 -8373 www.tri- cconstruction.com September 06, 2006 CITY OF CLEARWATER DEVELOPMENT SERVICES DEPARTMENT Post Office Box 4748, Clearwater, Florida 33758 -4748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562 -4567 Fax (727) 562 -4576 ANTHONY A PETRARCA TRI -C CONSTRUCTION CO OF OHIO 1765 MERRIMAN RD SUITE 200 AKRON, OH -44313 RE: MARRIO T T SUITES - DINING DECK BCP2006- 04151A (LOCATED AT 1201 GULF BLVD) Dear Contractor: Plans for permit application (BCP2006- 04151A) have been reviewed and the permit is now ready to obtain. Please visit our offices between 8:00 AM - 4:30 PM (M,T, Th, F) and 8:00 - 2:30 Wednesdays) to obtain your construction permit. Don't forget to bring: • Updated contractor licensing information • Business license from your license agency • Recorded Notice of Commencement • Payment for fees due If you have any questions you may contact me at 727 - 562 -4567 ext. 2569. Thank you for addressing this matter. Sincere +b Michael Development Review Specialist Cc: File BCP2006- 04151 A Fax to: 727 - 595 -4292 PickUpLtr BCP2006 -04151 1201 GULF BLVD Fire Review. Met Provide exit from deck to public way. (In time of fire, cannot exit patrons on deck back through burning building). 6/12106 as per Asst.rire Marshal L. Rickard, occupant load is less then 50, area is not assembly occupancy, and as such only requires one exit,Signage will be provide and gate will remain, as per Asst. Fire Marshal L Rickard revised plans and accompanying letter are to be submltted.aedb 6 -20 -06 revised plan received Met Note; Should canopy or awning cover be added at later date, fire sprinkler coverage must be extended to area beneath canopy /awning. 6 -20 -06 revised plan received Land R ®source Revlaw Met Apply for a Tree Removal permit for two palm trees. Replacements will be required. Met Install silt fence to the manufacture's specifications along the seawall. M13C - General Met NOG NEEDS TO BE RECORDED AT THE PINELLAS COUNTY COURTHOUSE, Met CONTRACTOR IS OUT Of STATE AND NEEDS TO APPLY'FOR "JOB SITE ONLY" OCCUPATIONAL LICENSE Met WILL NEED NOTARIZED LETTER OF AUTHORIZATION FROM LICENSE HOLDER AUTHORIZING INDIVIDUAL(S) TO PULL PERMIT ' Met CONTRACTOR NEEDS TO REGISTER STATE LICENSE WITH PINELLAS COUNTY CONSTRUCTION LICENSING BOARD Zoning Review - Met PROPOSED DEVELOPMENT MUST COMPLY WITH THE FINAL JUDGEMENT OF CHEEZEM INVESTMENT PROGRAM 1, LTD., A FLORIDA LIMITED PARTNERSHIP, AND CHEEZEM LAND CORPORATION, A FLORIDA CORPORATION, VS. CITY OF CLEARWATER, A MUNICIPAL CORPORATION, Met OUTDOOR SEATING REQUIRES THE COMPLETION OF THE APPLICATION FOR SIDEWALK CAFE PERMIT. THE APPLICATION CAN BE PICKED UP AT 100 S. MYRTLE AVE. IT IS NOT _ AVAILABLE ON WWW.MYCLEARWATER.COM. Met THE SITE IS ZONED BUSINESS. THE ZONING DISTRICT MAY BE CHANGED TO ANOTHER ZONING DESIGNATION. CONTACT STEVEN BROWN, 727 - 562 -4558 OR STEVEN.BROWN @MYCLEARWATER.COM, TO DISCUSS THE FUTURE ZONING OF THIS SITE. Done ACTIVITIES Date 1 Date.2 Date 3 Disp By Application received 4/7/2006 MAL THIS WAS APPLIED FOR IN AUGUST OF 2005 AND WAS SOON AFTER VOIDED. THIS IS A NEW SUBMITTLE. Engineering Review 4/712006 4/14/2006. DONE Don Melone Building Review 4/7/2006 5/9/2006 5/9/2006 DONE Tom Chaplin5ky Need Clearing /Grubbing Insp 4/712006 8/15/2006 DONE Rick Albee Recorded NOC 8/18/2006 8/18/2006 DONE JAC EXTERIOR WOOD DECK FOR MAIN RESTAURANT Land Resource Review 4/7/2006 4/24/2006 8/15/2006 DONE Rick Albee See Conditions Need No Tree 4/7/2006 4/2412006 4/24/2005 DONE Rick Albee Tree permit required_ Zoning Review 4/7/2006 4/25/2006 6122/2006 DONE STE SEE CONDITIONS _ Fire Review 4/7/2006 4/7/2005 6/20/2006 DONE Ann Dowries- Blackbu See conditions Comments Sent 4/2012006 DONE MAL FIRE CONDITIONS SENT TO ARCHITECT. r; \Forms \I nfoGu m mary.rpt 13CP2006 -04161 1201 GULF BLVD Need Tree Permit 4/24/2006 6/23/2006 612312006 DONE Rick Albee Approve the relocation of 7 palm trees. Traffic Review 5/4/2006 5/4/2006 DONE Bennett Elbo Comments Sent 5/9/2006 DONE MAL CMYS FAXED TO CONT. Response to Comments 6/19/2006 6/23/2006 6/19/2006 DONE MAL RCVD 3 SETS OF REVISED PLANS A1.0 A2.0 A3.0 TO ADDRESS ALL CONDITIONS. Pick • Up Notification 8115/,2005 DONE MAL DIRT Review 8/1512006 8/15/2006 6/1812006 DONE JAC SEE CONDITIONS issue Placard 8/18/2006 DONE JAC r; \Forms \InfoSummary.rpt APPUCATRON FOR LAND CLEARING & GRUSERNG PERW PLAN NIING DEPARTMENT X727) DATE RECEIPT NO. A non- retundabie filing fee of X10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property descr'Ibeid below, 1. , Location of Property: 1 o c 6" (F Pa. . 4i00W*rgW- per, 2. Project Name: f'tytT SN�Txh �5,9��pK'�i ,Ci,��.ri� O�nov 3. Purpose of clearing and /or grubbing: New Construction 0 Demolition D Tank Removal 0 Other d. General description of existing vegetation, topogra . hy, and surface water (including all existing and /or proposed ditches, canals, and swales)GK' oval* p i f��!`y' �►`S �"rxes �D b'' !I e S. Proposed method of debris disposal 6. Date you plan to begin work g ll - 7. Proposed method of soil erosion control A. 0 No -TrRA Veriflontion RPgtilrpd XTreP Removal Permit Required I AIA AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT_ CODE REGARDING EROSION AND SI TAfION CONTROL. Signotur of r Owners Repr sentaflve Adclres r0� a /� Prinfod Narna C' State Zip Repmsenfohv ?s' Flrm (� q �j'lja _ g36_ 1°7[ 31, o -7/ -I telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limi-Is of work. This is NOT a Tree Removal Permit. DO NOT W ITE BELOW THIS LINE �) Land Resouroe Comments: it 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 r�..�.� •� t-x;. - iS PJ Signed; Date: City Manager o Designee Cup A MATER Brian J. Aungst, Mayor- Comrriasloner Hoyt Harrrlltun, Gormnissloner WHUray Gray, Gummissiurm Frank Hibbard, Commissioner 1362- 0002 -GC White - Planning Deparfmerit Yellow - Applicant Bill Jonson, Commiz:ulortor 7r'74 r`r r: /-.r -Cn Onn7 /CT /On } Oct 23 9p Shay( Creative Image Landscape Maintenance, Inc. 7536 141 st Street North Seminole, Florida 33776 Bill To: IMarriott Suites, Clearwater Beach ion Sand Key Attn: Jeff Segan 1201 Gulf Blvd., Clwtr. Bch. FL 33767 727 -393 -4011 Estimate Number: E268 Date: October 17, 2006 Client Marriott Suites Attn: Jeff Segan p.2 PO Number Terms Landscape Proposal V� Description Q Quantity Price A Amount Outdoor Dining Deck Area Tear out, clean up and prep work of landscape areas; labor and 3 350.00 Pallets of St. Augustine sod delivered and installed i i 4.50 350.00 1 1,575.00 (includes damaged area by cooling tower) I Yards of clean fill dirt delivered and installed ~ — � 60.00 _ — Yards of potting soil delivered and installed _ 80.00 2 _. ' � 1 _ 3 52.00 7 780.00 3 gallon varigated arbacola 20.00 1 16.00 3 320.00 3 gallon hibiscus - 5 pink; 2 red 7.00 16.00 1 112.00 12'- 15' B &B Areca palm trees installed 6.00 3 300.00 - - 1,800.001 . --p i50% due upon cpmplehon ;- Our office phone: (727) 319 -0344 fax: (727) 393 -4011 rf V Lc"- vV 9 Total I $5,297.00 i Bill To: Creative Image Landscape Maintenance, Inc. 7536 141st Street North Seminole, Florida 33776 Marriott Suites, Clearwater Beach on Sand Key Attn: Jeff Segan 1201 Gulf Blvd., Clwtr. Bch. FL 33767 Estimate Number: E269 Date: October 17, 2006 Client Marriott Suites Attn: Jeff Segan 4 Doops ..�j PO Number Terms Irrigation Proposal Description Quantity Price Amount Installation of Irrigation System for Outdoor Dining Deck Area 1 - Rotor zone installed along seawall: 150' of 1" PVC pipe installed 8 - Rotors and fittings 1 - Valve with wiring to irrigation clock 775.00 1 - Pop up zone installed around deck: 200' Of 1/2" PVC pipe installed 12 - 8" Pop up heads 8 - 12" Pop up heads 1 - 1" Valve with wiring to irrigation clock and fittings 918.00 Total $1,693.00 Our office phone: ,(727) 319 -0344 fax: (727) 393-4011 a tD O O 3 •Q rn 0 EXISTING KITCHEN IllillilllllU I ROW: 4q N: 1 1 RO b I 0 1 x 1 I N5: IB I d `n I V 1 Z 1 f- I . I �RONS: IS r-RON: 46 ENTRY/EXIT CURB CUT ��► '� �i) (i) } } }tit � � } �, i 1 = � tit •s I,1 ,.....- i..m4111)II I I I I �II I I, I f I I (II(I i II. ,IIIIIIII11;Inuu! °111((1(. I I I,....•�«.nn((Illl�j I (nnnmllu � IIIIIpP +nm"nunI111 I I (1111(!,. �f I (lli�l��I � II�I�� `� `• I i I Uminallu I I � Ili! i ' . lllilllllllllllll "I� I'II I II � VIII {IIIIIIIillllllll' cif �,, � q�l,•. .I � I III � �� �', 1 �,fl .�i�q�II �► ��II�� 4 �I 1 ► I'I,If � ►� , Igip '.. I.."...... l(IIIi I �. IJ) I I I ( I i II i IIIIIIIIUUmuldl�l�lll ( I,,..Hmnllllllll U II h11Na11111 I�Illllliwn,mmtl(I I . III��IIIL•. WAN, T FENCE ALL TABLES ARE NON -FIXED AND ,,,,/—ALL Ar - A�SILY nnWi �t1RED FOR EXI5TINO MAIN DINING ROOM ►� �,� (,,� �" ��) � � �_ LEI f E / 7 E RON5: 58 EXISTING PUBLIC EXISTING 5EANALL -� _ i�iNli4lr� 1 RONS: b (RETAIL PARKING) REAL () RETAIL 3 TOTAL DESIGNATED AREA FOR TROLLEY PARKING - TYPICAL EXIST. DOWNSPOUT AND SPLASH BLOCK A HIBISCUS HEDGE TO BE INNER COASTAL WATERWAY 0C-) G G EXISTING DECK AREA -K. 1 1 1' .A K. t I• 1 C x :I' GULF BOULEVARD *SNE PLAN `� � } (�f -it's f,= '►j - t►) _ `' MAX. OCCUPANCY NOTICE SIGN FOR THE DINING DECK PER FBG 1004.3. POSTED SIGN SHALL BE OF AN APPROVED LEGIBLE PERMANENT OE516N AND SHALL BE MAINTAIN® BY THE OWNER REFER TO WRITTEN BULLETIN #2 FOR EXAMPLE SIGN FORMAT !E • f• t Imo® O � � —�_ '♦ ♦` O '♦ ♦` O � � o � ♦` � i � iii O� li r� 4i r� � yt ll� ��, ��, ♦♦ ♦ - ,♦ � � -��, �� i� �� . � ��� �i � • �(( lIM •gip U • (fU� � J ALL PARTS OF THE BUILDING ARE FULLY PROTECTED W/ A FIRE SPRINKLER SYSTEM S ARDWAL K TO EX ISTIN EXISTING BO RETAIL/RE5TAURANT5 CABANAS 8 DECK E XI 5 TiNS POOL EXISTING POOL DECK r •.,fie l 1 ,I Al. �2C�1 (A f Nd Marrlout 5uAe-� i�ii� i�g w-Ijyl-1 IL CONSTRUCTION TYPE OF DECK: :SZ ® ® FIRE PROTECTION: BUILDING FULLY SPRINKLERED BUILDING AREA 5UMMARY: � ,.� °'• 1ST. FLOOR= 41,365 S.F. (AF'f'ROX) 2ND. FLOOR= 37,091 S.F. (APPROX) TOTAL BUILDING= 11539 S.F. (APPROX. NOT INGL D. DECK) PROPOSED DINING DECK= 701 S.F. NET (4110 S.F. 68055) ® OGGUPANTS: (NOT INGL. GUEST RMS.) EXISTING EXISTING RESTAURANT (2,193 S.F./ 15) = 147 OCCUPANTS 0 ACCESSIBLE EXIT ALL OTHER EXISTING AREAS (INCLUDING THE POOL AND POOL DECK) = 1,367 OCCUPANTS G 'l PROPOSED DINING DECK: EXIT ACCESS TRAVEL 701 S.F./ 15 = 47 OCCUPANT5 V15TANCE 200' MAX ALLOWED ACTUAL AMT. GOVERNS (REF. FURNITURE PAN)= 49 OCCUPANTS 1" F$G 1015 TOTAL OCCUPANTS = 1,563 OCCUPANTS FIRZ IN�� D K FIXTURE REQUIREMI =NT5: (TABLE 2909.1, RESTAURANTS) LOB 162/ 2 =184 PER SEX = 10.3 REQ'D (12 PROVIDED) PER SEX \ WATER CLOSETS (MEN 4 WOMEN) 781/ 75 = 10.4 REO'D (12 PROVIDED) PER SEX LAVATORIES (MEN 4 WOMEN) 781/ 200 = 4 REQ'D (7 PROVIDED) PER SEX DRINKING FOUNTAINS = 2 REO'D (2 PROVIDED). NT ENTRY 188' -0" e e 0 LOPE *sAFE7v PLAN z LANDSCAPONG 507EW(9RLt' H(97ESO 0 1. EXISTING LANDSCAPE: A. TRIM EXISTING HIBISCUS PLANTS ALONG BUILDING AS REQUIRED TO MAKE ROOM FOR DECK. B. REMOVE EXISTING LANDSCAPE IN AREA OF NEW DECK INCLUDING: STELLA D' ORO, YUCCA CLUSTERS, GROUND COVER, 8t SHRUBS. REMOVE ONLY WHAT HAS TO BE REMOVED TO CONSTRUCT THE DECK. PROTECT PALM TREES AND LANDSCAPING TO REMAIN. RELOCATE PLANT MATERIAL AS DIRECTED BY HOTEL MANAGER. C. CLEAN UP ALL TRIMMINGS AND DEBRIS AND REMOVE FROM SITE. D. ALL EXISTING PALM TREES ARE TO REMAIN. PROTECT THE TREES DURING CONSTRUCTION. 2. MAINTAIN EXISTING SLOPE ON SITE; DECK TO BE CONSTRUCTED OVER TOP OF SLOPE ALLOWING WATER TO CONTINUE TO DRAIN AS IT DOES NOW. 3. POROUS WEED BARRIER (TO BE USED UNDER DECK): TYPAR PROFESSIONAL LANDSCAPE FABRIC; BIOBARRIER 11; OR SIMILAR PRODUCT. ® E Co LK N 07E5 00 1. ALL WOOD COMPONENTS TO BE WOLMANIZED. ALTERNATE #1 COMPOSITE DECK MATERIAL TO BE: A. LP WEATHER BEST- 800 320-6325 B. TREX- (800) BUY -TREX, ext. 6357 C. TIMBER TECH- (800) 307 -7780 D. OTHER (APPROVED BY ARCHITECT) COMPOSITE DECK COLOR AND TEXTURE OPTIONS TO BE SUBMITTED TO ARCHITECT, TO CHOOSE COLOR AND TEXTURE. H ITECT. AR 2, GRACE VYCOR DECK PROTECTOR TO BE USED BETWEEN THE WOLMANIZED MEMBERS AND ALL GALVANIZED CONNECTORS. OMIT IF COMPOSITE DECK IS CHOSEN. 3. DECK TO BE SEALED Wt THOMPSONS WATERSEAL OR EQUAL APPROVED BY F ARCHITECT. OMIT IF COMPOSITE DECK IS CHOSEN. z 4 SUBMIT ALTERNATE BID FOR SYNTHETIC DECK MATERIAL w / SAMPLE LiTERA T URF , & d H WARRANTY. 9 z t- PPLICABLE CODES. MP WITH ALL A SYSTEM TO COMPLIANT T ELECTRICIAN TO IN . ELEC TALL BE IAN S � 1 X SYSTEM D MATERIALS AN LABOR FOR A COMPLET E S N TO PROVIDE ALL ELECTRICIAN 0 u, ELEC INCLUDING CODE COMPLIANT SERVICE, CIRC UIT S CONDUIT, BREAKERS , & DEVICES. 2. ALL OUTLETS/ DEVICES TO BE WEATHERPROOF & GROUNDED. 3. ALL ELECTRICAL DEVICES TO BE MOUNTED I V -0" MIN. ABOVE NAVD 1988. 4. TREE LIGHTS (UP LIGHTS & DOWN LIGHTS) TO BE HADCO B1 -H BRONZE, 120V, CLEAR TEMPERED LENS, 100 WATT MAX. PARIR20 LAMP. MOUNT TO TREE USING ADJUSTABLE STRAP (TMS10 & TMC2H) AROUND TRUNK OF TREE. MOUNTING SYSTEM IS NOT ALLOWED TO PENETRATE THE TREE TRUNK. UP LIGHTS TO BE INSTALLED @ V -0" ABOVE DECK & DOWN LIGHTS TO BE INSTALLED @ 5' -0" ABOVE DECK. 5. ROPE LIGHTING AT RAMP TO BE EXTERIOR a DIAMETER, LED ROPE LIGHTING, COLOR: WHITE OR CLEAR FROM IMTRA MARINE PRODUCTS (PH:508- 995 -7000) OR SIMILAR. PROVIDE POWER AS REQUIRED. ROUTE OUT RAIL TO CONCEAL ROPE LIGHTING. PARKING TABLE TYPE EXISTING REQUIRED ACCESSIBLE 10 10 STANDARD 280 210 RESERVED I(TROLLEY) O RETAIL 6 5 TOTAL 241 225 A L7ER N A7 E 9) o ALTERNATE #1 = COMPOSITE DECKING IN LIEU OF NOLMANIZED. OMIT GRACE VYCOR DECK PROTECTOR AND THOMPSON5 NATERSEAL. ALTERNATE #2 = AUTOMATIC SLIDINS DOOR IN LIEU OF HINGED PAIR OF DOORS AND ALL ASSOCIATED HARDWARE. ALTERNATE #3 = TWO SOUND ABSORPTIVE PANEL ASSEMBLIES TO ABATE EXI5TIN5 EXHAUST FAN NOISE. REFER TO ALTERNATE 5A AND 35 ON SHEET A3.0. LOCA700H MAC • try, - ',.�"} jw"�a ,i4: � a�-rF- F _• _ fjfAJ � - i yl�•� - - GE '.= t. - `: -�i -.� �^S° ay .; 1 ^�' ?�:x �i"`rw, -: °j; ,sue; -...; z�( °r'`.�:'�`�;�a:' :•r �,.,•. - i_ -rnY _, ;%.�?':,..Y.'- r�,''_•;xi.. =•,.F y.;: �;== ..:: "• •.x:cr;.�'$s"R; .,- .. - - _ CtiL•:l �r. .n j. i" - - - 4T- wy - i - - _ u✓ry, A �S rf- A-. _ e le'air E; firp- •C� t a•+°`' Gc• j - •r �~t - i ' p f- L ra- n t� aV - Y• =t: Z i" z _ F. -iS •.Y.n =� i,.r e Z•^ ' 4 : Twiry -n ISSUE DATES: 8 -12 -05 155UED FOR PERMIT/BI QI BULLETIN #1- 3 -30 -06 22 BULLETIN #2- 6 -16-06 BULL # — 3 8 — BULLETIN 22 — O6 JOB NUMBER: 0205044 COPYRIGHT NOTICE: S GIVEN IN CONFIDENCE I N THIS DRAWING CO ENCE AND D ONLY UP SHALL BE USED 0 N THE EXPRESS L 0 CONSENT OF C WRITTEN CO DARWOOD ARCHI- TECTURAL, INC. NO OTHER USE, DISSEMINATION OR D UPLICATION MAY BE MADE WITHOUT F TH E WRITTEN CONSEN T 0 CE DARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. FURNITURE LANDSCAPING PLAN SHT. SHEET TITLE A -1 FURNITURE PLAN, CODE DATA A -2 LAYOUT AND FRAMING PLANS Al O G A -3 DECK SECTIONS 4 DETAILS w� ,0.•_ i N�e to a uj �M O �» u- :{ It� a `I° ) U " w U w. Md W W M W ISSUE DATES: 8 -12 -05 155UED FOR PERMIT/BI QI BULLETIN #1- 3 -30 -06 22 BULLETIN #2- 6 -16-06 BULL # — 3 8 — BULLETIN 22 — O6 JOB NUMBER: 0205044 COPYRIGHT NOTICE: S GIVEN IN CONFIDENCE I N THIS DRAWING CO ENCE AND D ONLY UP SHALL BE USED 0 N THE EXPRESS L 0 CONSENT OF C WRITTEN CO DARWOOD ARCHI- TECTURAL, INC. NO OTHER USE, DISSEMINATION OR D UPLICATION MAY BE MADE WITHOUT F TH E WRITTEN CONSEN T 0 CE DARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. FURNITURE LANDSCAPING PLAN SHT. SHEET TITLE A -1 FURNITURE PLAN, CODE DATA A -2 LAYOUT AND FRAMING PLANS Al O G A -3 DECK SECTIONS 4 DETAILS i ,0.•_ i N�e to uj O u- :{ It� a `I° ) " w U w. Md W W M W rJ l Q .I ui = o o Ysi J W a. MO W ' t _j - i N M ISSUE DATES: 8 -12 -05 155UED FOR PERMIT/BI QI BULLETIN #1- 3 -30 -06 22 BULLETIN #2- 6 -16-06 BULL # — 3 8 — BULLETIN 22 — O6 JOB NUMBER: 0205044 COPYRIGHT NOTICE: S GIVEN IN CONFIDENCE I N THIS DRAWING CO ENCE AND D ONLY UP SHALL BE USED 0 N THE EXPRESS L 0 CONSENT OF C WRITTEN CO DARWOOD ARCHI- TECTURAL, INC. NO OTHER USE, DISSEMINATION OR D UPLICATION MAY BE MADE WITHOUT F TH E WRITTEN CONSEN T 0 CE DARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. FURNITURE LANDSCAPING PLAN SHT. SHEET TITLE A -1 FURNITURE PLAN, CODE DATA A -2 LAYOUT AND FRAMING PLANS Al O G A -3 DECK SECTIONS 4 DETAILS EXISTIN6 S _ ---- __ —_ -- GENERAL NOTES: - - REFER TO A/A3.0 FOR — NEW sTVCCo CODE: FLORIDA BUILDING CODE RAILING DETAIL. TO tytATGH EXI5riN6 YEAR: 2001 a FLASHI THROUGH WALLN,. 10 GUT TOP - -REPER I /A -3 FOR GUARD DES16N ��'�;" f 8' BLOCK DESIGN LIVE LOADS: DECK 100 PSF - 2x FILLER RIPPED TO FIT 4" BLOCK 6ROUrm Soup 111 1 /2 "D THRU -BOLT 4x4 POST a b' -0'o.c. MAX. `APE OF RAMP VARI DECK � HOLE _ FOUNDATION: 4x4 POST a 6 -0°o.c. MAX. 4x4 P05r m �. 5 /4xb TREATED WOOD MCKIN6. 5 /4xb° TREATED WOOD DECKING. FLA5HIN6 DRIP � r , 12' BLOCK COMPLETED FOR THIS PROJECT. F�' PL PROVIDE i/b OPEN JOINT EoR � Mt YY . NO SOILS REPORT WAS COM � PROVIDE v8" OPEN JOINT FOP, DINING GK -�y "- "��;�:�- GROUTED Soup _2 � 6ALV. STL. LINTELS a �=^, . DRAINAGE BETWEEN BOARDS (TYPICAL). SIMPSON A35 DRAINAGE BETWEEN BOARDS (TYPICAL). • A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION REVIEW TO w ALE" TMF• ~ ~; BOT. OF STL. INSURE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING THE EXCAVATION, BACKFILL, AND u 2 -Y- -- PAINT BOTTOM FOUNDATION PHASES OF THE PROJECT. 2xIO BLOGKIN6 OF LINTEL `'%`�,`,,,,`� �`�- NEVEL POST BLOCKING PER METAL DRIP EDGE SEALANT THE SOILS TESTING LABORATORY SHALL: DISCUSS WITH THE ENGINEER THE DESIGN INTENT OF THE 2xIO JOIST FULL LEN6TH DECK JOIST DETAILS 1 s 2/ A2. SEALANT AND PROCEDURES USED TO INSURE CONFORMANCE WITH THE BACKER ROD BoTM -BACK PRIME I CONSTRUCTION DOCUMENTS AND THE TESTING NEWEL P05T LENGTH VARIES SIDES OF BITUMINOUS MATERIAL CONSTRUCTION DOCUMENTS BEFORE CONSTRUCTION BEGINS. INFORM THE ENGINEER OF ANY VARIANCE IN (2)- 1/2 "D THRU'B°LT 2"10 JOIST 2x10 JoiST s ST HANGER AND AS N FILL. W/ l�AW WASHERS 2x10 BLOCKING SE RAMP 4 EIGHT. MAIN D POST DOOR A5 NOTED PROCEDURES. BEAM SEVERED BELOW MAIN DECK SCREEN DOOR THESE PR DIFFAM 2x12 END JOIST DE7AM E7A0 LEVEL. THIS SIDE OF RAMMP ONLY. 4 n AM P S ECTU G H ] ( �y, (� HEADERED OFF 2XIO FOR X2.0 3 4° = 11-09 D � � U U � tlJ� U B'tlt3 z IT SHALL BE THE RESPONSIBILITY OF THE SOILS TESTING LABORATORY TO INSPECT FOUNDATION BEARING / ,42.0 ,42.0 i /2" = 1'-O" ,42.0 i/2" = I' -O" NEWEL Post SEGUIZEM(ENT. 2.0 © ' ° SURFACES. I /2" = i'-O" i 1/2" = 1' -0" o FOUNDATION DESIGN IS BASED ON 1,500 PSF PRESUMED BEARING PRESSURE ON FIRM UNDISTURBED SOIL. 1'-10 1/ " �O' -� ( /�•" TYPICAL SUPPORT POST a M I u ARRANGEMENT AT CORNER- INUNDATION , AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT IN DETERIORATION OF 5UPPORT POSTS: Q EQUAL 5PACE5 (6 -O o• .. MAX.) _ BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE PLACED IMMEDIATELY FOLLOWING ro. SEAWALL. - � -2 (55 ��) EXCAVATIONS AND BEARING SURFACE INSPECTION• O o FOOTING � w � Zz ALL FILL MATERIALS SHALL BE FREE OF ORGANIC CONTAMINATIONS AND OTHER DELETERIOUS MATTER. WOOD RAILING WO°D RAILING PALM TREE LEGEND �, _ b M FOR BACKFILL AGAINST FOOTINGS, ETC., PLACE IN 8" THICK LAYERS, WITH EACH LIFT COMPACTED AT NEAR ' DENSITY OF 95% OF THE MAXIMUM DENSITY AS ' ' ' ' '' ' ' O OPTIMUM MOISTURE CONTENT, UNTIL A MINIMUM IN PLACE EXISTIN6 LOCATION , ' ; ' ; ' ; ' ' DETERMINED BY ASTM D698 IS ACHIEVED. ro REMAIN ' ' M i EXISTIN6 LOCATION- TO B 1 ' ` NOTIFY STRUCTURAL ENGINEER OF ANY UNUSUAL SOIL CONDITIONS THAT ARE IN VARIANCE WITH THE SOILS �` + ; COVED �D REL ocA m OR L 4Qy,, X" 7V REPORT. IV RELOCATED TREE i ' \ GK \ \` 'i `\` / \`` ' \\` i CONCRETE: , , ` ' 1 LTERNATE= -. / ` 'PALM TREE T&PtNETRATE SEALED WOOD DECK MAINTAIN A 2" GAP •I' EL.: T -0" ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301, °SPECIFICATIONS FOR STRUCTURAL STAIRS BETWEEN THE TREE AND THE ,. - --- - - ---- -- CONCRETE °ANO ACI 302, 305 AND 306 UNLESS NOTED OTHERWISE FOR THE YEAR REFERENCED IN THE - -- - - - - -- -GI- TYPICAL ,� �\ ` - / \ BUILDING CODE NOTED. CONTRACTOR TO FIELD VERIFY A , ' ` \ ; ' EX. r-I - 3 FJCISTING SPOT ELEVATIONS AT BOTTOM OF STAIR ADJUST GRADE i _ 1 ` / \ ` ,% � �� O ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS OTHERWISE NOTED, SHALL THIS AREA FOR UNIFORM CONDITION ' 3 1 Y ; tY .�' "± JI ° AT BASE OF STAIRS AND ADJUST THE CONFORM TO ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 117, AND THE NUMBER OF R15ER5 AGGORDIN6LY. ' MAXIMUM RISER HE16HT SHALL BE 7 ". i DO , , ;' ��\ `\ ; ' `� 3 LATEST ACI DETAILING MANUAL. - ao ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PS( IN 28 DAYS AS FOLLOWS: NOTE: RAMPS 1N THIS AREA L ______ �� ` ' ARE NOT A "MEANS of — I ' �' ~ / \ / E6RE5S ". THEY ARE FOR A3.p — WOOD RAILING ` ' I u + I EMPLOYEES/ SERVICE ONLY. -' �� \` - i I _Q tl F 564# PER CUBIC YARD: 121_011 I _6 _ ' NEW DOOR AND WINDOW FRAME. ALT. 2 1 - ) r 1 j CONCRETE SHALL CONTAIN A MINIMUM CEMENT CONTENT 0 ' u j SOUND AB50RPTlVE PANELS ++ 1 FOR AUTOMATIC, SLIDING DOOR 51M. TO ``� , i �- RAMP DOWN 1:12 — N FL. -Q" OPP. END OF BAR. M LL HAVE THE FOLLOWING MAXIMUM WA CEMENT RATIOS: ROB GOWN DASHED) i5. �� ' �+ F ALL CONCRETE SHALL REFER DETAILS AND SPEC. A3,p �, - r' + = cn �f�'� ALTERNATE #3 Q COMPRESSIVE STRENGTHNON -AIR ENTRAINEDAIR ENTRAINED4 000 PS10.550.45 NEW KITCHEN METAL DOOR 1 _ � TO KITGFEN 3' -0 "W x y' -0 °H Z � ; REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. (SEE 6EPERAL NOTES ON A5•0 V LL THIS SHEET FOR SPECS) AND `A SCREEN DOOR WITH CLOSER 0 NO TACK WELDING OF REINFORCING IN THE FIELD WILL BE PERMITTED. ON EXTERIOR SEALED WooD I it 1 ij I_,OI I��t � -� LL -O i PROVIDE 6% 1% AIR ENTRAINMENT IN ALL CONCRETE PERMANENTLY EXPOSED TO THE WEATHER AND o _■ _ DEICERS. � SUBJECTED TO FREEZE THAW CYCLES OR VULNERABLE TO D i +) EL., O' -0 " WOOD FRAMING: II - _ RAMP Dc ;* -- - -_ -- + EL_- -b 0 - ---- - - - - -- -- --- -__ _ ti LLJ DETAIL, FABRICATE AND ERECT STRUCTURAL WOOD IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, THE PROJECT SPECIFICATIONS AND THESE DRAWINGS. -- HAUST FANS ABOVE r - -- -i- STRESS -GRADE LUMBER FOR JOISTS, BEAMS AND COLUMNS SHALL DEVELOP WORKING STRESSES OF NOT L11 LESS THAN: L --- -- J - L___ ______ _____J H EXISTING Q MACHINE \ / \ / DOOR HARDWARE: ry 1,300 PSI IN BENDING, Fb SHORTEN EXISTING CLEAN TABLE FOR / / HINGES 'T'HR�ESHOLD, BOLT, SL WEEP, PERIMETER 1,600 PSI IN COMPRESSION PARALLEL WITH GRAIN, Fc D15HWA5HER BY 4'-6" TO AGGOMODATE NEW SERVICE CORRIDOR O MAIN DINING ROOM WEATHER STRIPPING, LOCK CYLINDER THUMB L¢ 175 PSI IN HORIZONTAL SHEAR,Fv K TGHEN '��` E = 1,600,000 PSI EX l ST I NG D i SH N/�5H I NG BAY -ALL HARDWARE TO BE GOIZR0510N RESISTANT. FL OR LEVEL: 4' Q" FLOOR LEVEL: O' -0" = (12.6-1 NAVD) FINISH TO MATCH EX. ADJ. FRAMING. REFER TO 1 �� _ IN. G' '6 at 10' -0" A.F.F. 3/A3.0 ADDITIONAL DOORWAY REQUIREMENTS. `- • - ®° U D - 12.6'f NAVD FLOOR LEVEL: F L =: ui PARALLEL STRAND LUMBER (PSL) FOR JOISTS, BEAMS AND COLUMNS SHALL DEVELOP WORKING STRESSES o' -o" = 112.6"! NAVD) EXISTING OF NOT LESS THAN: SOILED / \ NEW HALF WALL (5 "H AFF): 5 TABLE 2,900 PSI IN BENDING, Fb METAL STUDS a 16, 2,900 PSI IN COMPRESSION PARALLEL TO GRAIN, Fc 4' -6" BOARD 4 COVE TILE BASE TO MATCH EXISTING KITCHEN. FRP WALL GAP. Q 750 PSI IN HORIZONTAL SHEAR, Fv I = !' -O'1 z E = 2,000,000 PSI �— — — - — — • __ —_ - — — - �OI_O1, GENERAL REVISION: � � 0 MAXIMUM MOISTURE CONTENT FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED 19 %. �_ _ _ - FURNITURE REVISED FOR SIZE & LOCATION, 4 ALTERNATE BID WORK, PRICE SEPARATED 10' -O" 10' -O" 10' -O" 10' O" 10' -O'I © DIMENSIONED TREES FOR LAYOUT/ DEMO, CHANGED SOME TREE UP LI6HT5 TO DOWN '' 0 AND FASTENED IN ACCORDANCE WITH THE SCHEDULES WITHIN THE • --- — • EXTENDED DECK 2' ± TOWARD Of MEMBERS SHALL BE CONNECTED LIGHTS, -�° m D SPECIFICATIONS IDENTIFIED LINO . © HOTEL, 8 ADDED SERVICE FROM KITCHEN. _, GOVERNING CODES AN S ( ) w ' " LL TYP. FOUNDATION: � OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED, OR TYP. JOISTS: TYP. BEAMS FOR DECK SUPPORT: " , ° "� '�•{ R SHALL BE CUT I -o xl -0 0NOTUBTE PIER OR NO STRUCTURAL MEMBER PRE55URE 'TREATED 2 x los ®Ib° o.c. 5 i /4 "xil I/4° woLMANiZED 210e HEADER OFF As REQUIRED TO ATTACH TO BEAM USING SIMP50M PARALLAM PSL HEADER ATTACH BEAM I '- VA 50' -O"V ON SUPPORT DECK (2" CLEARANCE APPROVED BY THE ENGINEER. 3-O x3-0 REFER D CONCRETE SPREAD LU528 (W/ Z -MAX 6ALV. GOATINGJ TO PIER W/ 51MPSON GBbb BASE (W/ ' FOOTING. REFER DETAIL SECTIONS ' BET'NEEN EDGE OF DECK AND TREED. . Z -MAX 6ALV. COATING). SHIM PSL TO FI . FOR REINFORGIN6 AND ADDITIONAL TYP. OF THREE TREES SHOWN TO ALL STEEL PRODUCTS CONTACTING TREATED WOOD SHALL HAVE A G -185 RATING FOR HOT-DIPPED INFO. REMAIN. N GALVANIZED. NAILS AND SCREWS WITH COMPOSITE COATINGS SHALL BE VERIFIED AS BEING ACCEPTABLE. TO BE IN CONTACT. REF. 2 ( rA NO ALUMINUM SHALL BE PERMITTED _ n ZA BELOW �•o A2.o �•o T.O. SEAWALL: 'i' -2" _ (55 NAVD) FRAMING HANGERS, CAPS, HOLD DOWNS, BASES, ANCHORS, CONNECTIONS, ETC., SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY ". _ r� PROVIDE JOIST BRIDGING IN CONFORMANCE WITH NATIONAL DESIGN SPECIFICATION. z _ _ RAILING POST - TYPICAL I- --F-- - -i - i - I 1 I 1 1 I t I I I I I ALL TEMPORARY AND PERMANENT BRIDGING AND BLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH THE ` -- - J �"ti =T_ —_ _ _ -Tw _ _ —� - -J _ _ _ L -- - _ _ D AS SHOWN ON THE CONTRACT DRAWINGS. tS1 -� -� ''`2A ISSUE DATES: BUILDING CODE REQUIREMENTS, AN _ _ _ - ---- - - - 5 -12 -OS ISSUED FOR PERMIT/8 701-1-c 11. ETAL OOR FRA p _ _ _ _ -- - -- QI BULLETIN #I- 3 -30-06 V" FRAME TO BE 16 GA., GALVANIZED WITH 4" HEAD PAINTED TO MATCH EXTERIOR WALL = O ; -� (- _ _ _ _ _ _ _ _ _ _ A z z _ _ _ _ _ LONER DINING AREA BULLETIN #2- 6 -16-06 DOOR TO BE 18 GA., GALVANIZED, INSULATED WITH 12 °x12' FLORIDA APPROVED SAFETY GLAZING. �- w _ to - - - --�- a-- - -! -1 � , � } I I � _ _ FLOOR LEVEL: - I' -q° _ (IO.a2 NAVD) R THRESHOLD BOTTOM SWEEP &PERIMETER WEATHER STRIPING, DRIP EDGE, _ - D - - - i __ __ - - - _ -- - - - - - - - - - , , ° BULLETIN #3- 8 -22-06 DOOR HARDWARE: CLOSE m — m _ FIN. GLG at I5 A.F.F. NRP BUTT HINGES, THEFT BLOCKER PLATE/ DOOR PULL, LEVER LOCKSET, KICKPLATE & LEVER TYPE DOOR + HOLDER AT FLOOR. ALL HARDWARE TO BE CORROSION RESISTANT. N _ I I 1 I I ' —i-- —+— - -- - - - ' - - - ' A8.0 8° VIA, GONG. FOUNDATION it D L - - -- - -�- ��- - - - - - - NEW DOORWAY IN EX. MASONRY WALL -REFER TO DETAIL 5/A2.0 - INSTALL NEW GALVANIZED STEEL LINTEL w/ EMBEDDED 6ALV. P05T N w BEARING 7'-4" AFF. LINTEL TO BE 1 31/2 x 31/2 x 1/4" FOR EVERY 4" OF MASONRY WALL THICKNESS. BASE (SIMPSON LGB OR - - - - - - - - - _ _ +I - - I _ - @ () EQUAL). _ - - ' 1 - I - - ---�- -� - I LOGATION5 5TARTI LAYOUT G FROM FOUNDATION vzo/ i T- - I L - - TOOTH -IN NEW CMU JAMBS. �y m _ _ - DIMENSIONS. I 1 (2) X2 L__ J L__ __J , L__ __J ml cn cn 0 SECURE 2xI2 HEADER I = _ _ _ _ _ JOB NUMBER: 0205044 PATCH FLOOR AREA & MAKE IT FLUSH WITH THE EXISTING KITCHEN TILE FLOOR. NEW HOLLOW METAL DOOR m TO NF_WEL. POSTS _ _ �-'� COPYRIGHT NOTICE: TO KITCHEN 3' -0 °W x i' -1I XTERIOR TO MATCH EXISTING. (SEE GENERAL NOTES ON •�. JOISTS: o _ THIS DRAWING E OF IN ARWOODNC I' -6" SHALL BE USED ONLY UPON THE EXPRESS PATCH STUCCO AROUND DOOR AND PAINT INTERIOR & E THIS SHEET FOR SPECS) AND TREATED 2 x IOs a Ib" o.. o_ 1_611 3' 8 /8' i' -8 5/8" WRITTEN CONSENT OF CEDARWOOD ARCHI- INSTALL FLASHING &WEEP HOLES OVER TOP OF LINTEL SCREEN DOOR W1TH CLOSER SECURED w/JOIST HANGERS / .-10 if TECTURAL, INC. NO OTHER USE, DISSEMINATION 01 EC S 10 ON EXTERIOR �J 5'-0" 141_011 r0�.� SCABBED ON RAMP JOISTS DUPLICATION MAY BE MAD WI lz OR THE WRITTEN CONSENT OF CEDARWOOD 2x12 LED 7ER ANCHORED ARCHITECTURAL, INC. ALL COMMON RIGHTS OF SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE TO EXISTING GONG. WALL SECURE 2x12 HEADER COPYRIGHT AND OTHERWISE ARE HEREBY D T BE CONSTRUED TO RELIEVE THE OWNER OR HIS , + � TO NEWEL POSTS SPECIFICALLY RESERVED. DEPARTMENT OF BUILDING SAFETY AN SHALL NO _ _ _ AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY THE 4„ + BUILDING CODE. SPECIAL INSPECTION SHALL BE PAID BY THE OWNER. _ _ _ _ _ _ FLOOR LEVEL: O' -0" I I_ 11 RAMP DOWN FLOOR PLAN REQUIRED SPECIAL INSPECTIONS: - - - NOTE is ALL BOLTS TO BE HOT DIP FRAMING PLAN MAIN N DINING ROOM 6ALVANIZED. NOTES & DETAILS IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL NOTE 2: ALL SEVERING NAILS ro BE HOT DIP INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. FLOOR LEVEL: o' -0" = 1i2.6� NAVD) REFER ro sliEEr Al.o FOR ALTERNATES FIN. G'L'G at lo' -0" A.F.F. GALVANIZED. AND DECK NOTES. NOTE 5: WOOD BLOCKING NOT 5HOWN IN PLAN - 1. SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION (COMPACTING FILL, SPECIAL GRADING) ITGHEN NEW HALF WALL 16" O AFF1 3 �° REFER TO NTS. DETAILS FOR �'o METAL STUDS @ I6" O.G. WITH FRP §7RD J} @ �� (� �� REauIREMENTS. FLOOR o' -o" _ (12.6-1 NAVD) $OARD COVE TILE BASE TO MATCH LiJ U� NOTE. ALL DIMENSIONAL FRAMING TO BE PRESSURE TREATED 2. STRUCTURAL CONCRETE OVER 2,500 PSI EXISTING KITCHEN. FRP WALL GAP. ((� �J �° p SPRUCE -PINE -FIR MIN. ALL 51MP5ON- STRONG TIE WOOD CONNECTORS [l�A O N U tl ELAN � TO BE Z -MAX GALVANIZED COATED PER SPEGIFIGATION5. ALL OTHER � O 3. FABRICATED STRUCTURAL WOOD ELEMENTS EXISTING DISH HASH I NG BAY o WOOD CONNECTORS, NAILS, SCREWS, ANCHORS, ETC. SHALL BE 1/4" = 1' -011 z GALVANIZED FOR CORROSIVE RESISTANCE. SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE AND SHALL j PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINED IN THE BUILDING CODE. Ok W i O �.t DINING .Q -oil u MITER ALL JOINTS IN RAILING TOP AND 1HANDRAIL. TYPICAL- C111 2X4 TO SUPPORT HANDRAIL EXTENSION 6" VIA. GONG. FOUNDATION w/ EMBEDDED 6ALV. P05T BASE (SIMPSON LOB OR EQUAL). STRINGER 15 SECURE TO THE POST, TYPICAL OF THO. p m Q - `r m O- r z ua m m I i. I Oak I Il II I I II 11 I I II II I I II II I I II II jI I �� -J I I I I 1 I , I I I I I I 1 I I I i I i I I i i 1 1 i I I I i \\ FOUNTAIN 6RA55 —' o v CONC. SEA HALL t' EXISTING GRADE r EXIST. HIBISCUS HEDGE -DECK LANDING /470 0 m 1' -0" HORIZ. I I I 1 I L_ 11" 1' -O" MIN. s m T iv DEMO EXISTIN6 6L 465 AND FRAMING SYSTEM ON THIS WALL AND R n AGE N/ FLORIDA APPROVED SAFETY GLAZING 4 FRAMIN6. FINISH COLOR TO MATCH EX. FRAMIN6. SEAL FULL PERIMETER, BOTH SIDES OF FRAME. NEW 3' -0 "x7' -0" FLORIDA APPROVED ALUM. DOOR (FINISH COLOR TO MATCH EX. FRAMING. 4N DINING RM. FLOOR LEVEL: 0'-0" JOIST HANGER BEAM FOR DECK 2x12 STRINGER NOTE: EXISTING GRADE VARIES, ACTUAL NUMBER OF MAINTAIN EXISTING DRAINAGE. RISERS MAY VERY. APPLY POROUS HEED BARRIER CONTRACTOR TO FIELD (SEE SPECS) AND COVER WITH VERIFY. 3" STONE BALLAST UNDER DECK. STAB nn s EC70 ON" 3/4" = 1' —O" SEALED 2x6 TOP (EDGES ROUNDED d SANDED SMOOTH). CENTER ON AND SECURE INTO THE TOP OF 4x4 POSTS ® 10 DEGREE SLOPE FOR DRAINAGE. 2x4 RAIL H/ 10 DEGREE RIPPED TOP ED6E. 5EGURE TO 4x4 P05T5. 2x2 P. TREATED HOOD PICKETS o 5 "o.c. MAX. (NO OPENING LARGE ENOUGH FOR A 4" SPHERE TO PA55). 4x4 P05T H/ 10 DEGREE TOP CUT. 514x6" TREATED HOOD DECKING. PROVIDE I /8" OPEN JOINT FOR DRAINAGE BETHEEN BOARDS (TYPICAL EXCEPT o RAMP). 2' -7" TO END OF SM. 4" I' -O" , 1' -4" TYP. 1° O I i 1•. d . L -J . 4 5 4 ° d 4. a d m n JOIST AND DEGKIN6 5/4" x 6" TREATED WOOD DECK. PROVIDE B1/ " OPEN JOINT FOR DRAINAGE BETY,EEN ARDS (TYP) TRIM BOARD TO MATCH DECK BOARDS CONTINUOUS FRE55VRE - TREATED 2x12 AT PERIMETER SELF - ADHESIVE BITUMINOUS FLASHING, TYPICAL. TO PREVENT THE HATER FROM ROTTING THE HOOD MEMBERS. I'-6" HORIZ. HANDRAIL EXT. (PER FBC) MITER ALL JOINTS IN NO OPENING LARGE RAILING TOP AND HANDRAIL ENOUGH FOR A 4" SPHERE �1 TYPICAL TO PASS A\ BOT. OF RAMP 11-6' HORIZ. HANDRAIL EXT. (PER FBG) I' -8 5 18" TOP OF RAMP NEW THRESHOLD TO SPAN JOINT BETHEEN DECK AND BUILDING. DECK TO BE FLUSH W/ EX15TiNG -LOOR LEVEL. fill 1111 I I IUI 1,11 Id I r � I I I i I Irll 11/,I 11 I ------------------------ �-- - -, --- 1- ----------------------- -- -------T--7 ------------- I -- L - -� ------------------------------ ' ' ------------------ - - - - -- - -� ----------------------- - - - - -- -- r-- I----- - - - - -- ------------------------ I--- -------------- r -- DININ6 DECK: I ° I 2-�i iii i i i i I m I NOTE: THE RAMP INCLUDING THE 18 I I ' I I (2) 2xb P. TREATED SPAGER5 2x12 LEDGER ANCHORED TOP d BOTTOM EXTENSION SHALL 1 I , I I I SECURED TO TOP OF BEAM. TO EXISTING GONG. HALL -- - - - - -- - --- -2x10 RAMP JOISTS -@ Ib "o.c. -- -- .j - - -� -- SOD DECKING T #AT HAS ---------- - - -1 -- ----- - - - - -- -I- - SEGURED W JOIST OPEN JOINTS. PLANKS TO BE - -- HANGERS. BUTTED T16HTLY TOGETHER q - - -- p I d' II II 4 II d d :U II. II DECK d J015TS BEYOND U ° d ° d 2x10 RAMP JOIST SCABBED 4• EXISTING GRADE VARIES, BEAM FOR DECK SUPPORT: a. n " ON AND NOTCHED OVER ° MAINTAIN EXISTING 5 1/4 x 11 1/4 NOLMANIZED ° #3 BARS ®9 o.c., TOP 2 TIES ®3 o c. TOP OF BEAM. DRAINAGE. APPLY POROUS 2.OE PARALLAM PSL HEADER. ° HEED BARRIER (SEE 5PE05) ° d ' 4 AND COVER WITH 5" STONE ATTACH BEAM TO FOOTINC75 a (4� #6 $qR5 VERTICAL EXISTING FOUNDATION --- ° BALLAST UNDER DECK. USING SIMPSON 0566 BASE ° w/ Z -MAX 6ALVANIZED COATING, SHIM Pi TO FIT � TYPICAL PEDESTAL MAY BE 1' -0" SQUARE OR 1' -6" SONOTUBE AT CONTRACTOR'S OPTION. NV- 3/4 • ° • •° a ° a.. ' •. B DECK SEC a a d ad 4' .. a d ° . d X3.0 I" = 1' -0" 3'- O "x3'- O "xi' -O "D GONG. SPREAD FOOTING --y � REINF. W/ (4)-#4 BARS E.H. T45 (TYP) � uoL®ON �c3.0 114" = I' -O" a NO OPENING LARGE ENOUGH FOR A 6" SPHERE TO PASS 2x4 RAIL H/ 10 DEGREE RIPPED TOP EDGE. NO OPENIN6 LARGE O\� d ' SPHERE TO PA55 1' -0" HORIZ. w WORAIL EXT. 11" . I I - Q HANDRAIL, SANDED SMOOTH AND SEALED 2x4 CONT. RAIL SECURED TO 4x4 POSTS (FOR HANDRAIL ATTACHMENT.) I II MITER ALL JOINTS IN RAILING TOP AND 1HANDRAIL. TYPICAL- C111 2X4 TO SUPPORT HANDRAIL EXTENSION 6" VIA. GONG. FOUNDATION w/ EMBEDDED 6ALV. P05T BASE (SIMPSON LOB OR EQUAL). STRINGER 15 SECURE TO THE POST, TYPICAL OF THO. p m Q - `r m O- r z ua m m I i. I Oak I Il II I I II 11 I I II II I I II II I I II II jI I �� -J I I I I 1 I , I I I I I I 1 I I I i I i I I i i 1 1 i I I I i \\ FOUNTAIN 6RA55 —' o v CONC. SEA HALL t' EXISTING GRADE r EXIST. HIBISCUS HEDGE -DECK LANDING /470 0 m 1' -0" HORIZ. I I I 1 I L_ 11" 1' -O" MIN. s m T iv DEMO EXISTIN6 6L 465 AND FRAMING SYSTEM ON THIS WALL AND R n AGE N/ FLORIDA APPROVED SAFETY GLAZING 4 FRAMIN6. FINISH COLOR TO MATCH EX. FRAMIN6. SEAL FULL PERIMETER, BOTH SIDES OF FRAME. NEW 3' -0 "x7' -0" FLORIDA APPROVED ALUM. DOOR (FINISH COLOR TO MATCH EX. FRAMING. 4N DINING RM. FLOOR LEVEL: 0'-0" JOIST HANGER BEAM FOR DECK 2x12 STRINGER NOTE: EXISTING GRADE VARIES, ACTUAL NUMBER OF MAINTAIN EXISTING DRAINAGE. RISERS MAY VERY. APPLY POROUS HEED BARRIER CONTRACTOR TO FIELD (SEE SPECS) AND COVER WITH VERIFY. 3" STONE BALLAST UNDER DECK. STAB nn s EC70 ON" 3/4" = 1' —O" SEALED 2x6 TOP (EDGES ROUNDED d SANDED SMOOTH). CENTER ON AND SECURE INTO THE TOP OF 4x4 POSTS ® 10 DEGREE SLOPE FOR DRAINAGE. 2x4 RAIL H/ 10 DEGREE RIPPED TOP ED6E. 5EGURE TO 4x4 P05T5. 2x2 P. TREATED HOOD PICKETS o 5 "o.c. MAX. (NO OPENING LARGE ENOUGH FOR A 4" SPHERE TO PA55). 4x4 P05T H/ 10 DEGREE TOP CUT. 514x6" TREATED HOOD DECKING. PROVIDE I /8" OPEN JOINT FOR DRAINAGE BETHEEN BOARDS (TYPICAL EXCEPT o RAMP). 2' -7" TO END OF SM. 4" I' -O" , 1' -4" TYP. 1° O I i 1•. d . L -J . 4 5 4 ° d 4. a d m n JOIST AND DEGKIN6 5/4" x 6" TREATED WOOD DECK. PROVIDE B1/ " OPEN JOINT FOR DRAINAGE BETY,EEN ARDS (TYP) TRIM BOARD TO MATCH DECK BOARDS CONTINUOUS FRE55VRE - TREATED 2x12 AT PERIMETER SELF - ADHESIVE BITUMINOUS FLASHING, TYPICAL. TO PREVENT THE HATER FROM ROTTING THE HOOD MEMBERS. I'-6" HORIZ. HANDRAIL EXT. (PER FBC) MITER ALL JOINTS IN NO OPENING LARGE RAILING TOP AND HANDRAIL ENOUGH FOR A 4" SPHERE �1 TYPICAL TO PASS A\ BOT. OF RAMP 11-6' HORIZ. HANDRAIL EXT. (PER FBG) I' -8 5 18" TOP OF RAMP NEW THRESHOLD TO SPAN JOINT BETHEEN DECK AND BUILDING. DECK TO BE FLUSH W/ EX15TiNG -LOOR LEVEL. fill 1111 I I IUI 1,11 Id I r � I I I i I Irll 11/,I 11 I ------------------------ �-- - -, --- 1- ----------------------- -- -------T--7 ------------- I -- L - -� ------------------------------ ' ' ------------------ - - - - -- - -� ----------------------- - - - - -- -- r-- I----- - - - - -- ------------------------ I--- -------------- r -- DININ6 DECK: I ° I 2-�i iii i i i i I m I NOTE: THE RAMP INCLUDING THE 18 I I ' I I (2) 2xb P. TREATED SPAGER5 2x12 LEDGER ANCHORED TOP d BOTTOM EXTENSION SHALL 1 I , I I I SECURED TO TOP OF BEAM. TO EXISTING GONG. HALL -- - - - - -- - --- -2x10 RAMP JOISTS -@ Ib "o.c. -- -- .j - - -� -- SOD DECKING T #AT HAS ---------- - - -1 -- ----- - - - - -- -I- - SEGURED W JOIST OPEN JOINTS. PLANKS TO BE - -- HANGERS. BUTTED T16HTLY TOGETHER q - - -- p I d' II II 4 II d d :U II. II DECK d J015TS BEYOND U ° d ° d 2x10 RAMP JOIST SCABBED 4• EXISTING GRADE VARIES, BEAM FOR DECK SUPPORT: a. n " ON AND NOTCHED OVER ° MAINTAIN EXISTING 5 1/4 x 11 1/4 NOLMANIZED ° #3 BARS ®9 o.c., TOP 2 TIES ®3 o c. TOP OF BEAM. DRAINAGE. APPLY POROUS 2.OE PARALLAM PSL HEADER. ° HEED BARRIER (SEE 5PE05) ° d ' 4 AND COVER WITH 5" STONE ATTACH BEAM TO FOOTINC75 a (4� #6 $qR5 VERTICAL EXISTING FOUNDATION --- ° BALLAST UNDER DECK. USING SIMPSON 0566 BASE ° w/ Z -MAX 6ALVANIZED COATING, SHIM Pi TO FIT � TYPICAL PEDESTAL MAY BE 1' -0" SQUARE OR 1' -6" SONOTUBE AT CONTRACTOR'S OPTION. NV- 3/4 • ° • •° a ° a.. ' •. B DECK SEC a a d ad 4' .. a d ° . d X3.0 I" = 1' -0" 3'- O "x3'- O "xi' -O "D GONG. SPREAD FOOTING --y � REINF. W/ (4)-#4 BARS E.H. T45 (TYP) � uoL®ON �c3.0 114" = I' -O" a NO OPENING LARGE ENOUGH FOR A 6" SPHERE TO PASS 2x4 RAIL H/ 10 DEGREE RIPPED TOP EDGE. NO OPENIN6 LARGE ENWU H FOR A 4" d ' SPHERE TO PA55 1' -0" HORIZ. w WORAIL EXT. 11" . I I - MITER ALL JOINTS IN RAILING TOP AND 1HANDRAIL. TYPICAL- C111 2X4 TO SUPPORT HANDRAIL EXTENSION 6" VIA. GONG. FOUNDATION w/ EMBEDDED 6ALV. P05T BASE (SIMPSON LOB OR EQUAL). STRINGER 15 SECURE TO THE POST, TYPICAL OF THO. p m Q - `r m O- r z ua m m I i. I Oak I Il II I I II 11 I I II II I I II II I I II II jI I �� -J I I I I 1 I , I I I I I I 1 I I I i I i I I i i 1 1 i I I I i \\ FOUNTAIN 6RA55 —' o v CONC. SEA HALL t' EXISTING GRADE r EXIST. HIBISCUS HEDGE -DECK LANDING /470 0 m 1' -0" HORIZ. I I I 1 I L_ 11" 1' -O" MIN. s m T iv DEMO EXISTIN6 6L 465 AND FRAMING SYSTEM ON THIS WALL AND R n AGE N/ FLORIDA APPROVED SAFETY GLAZING 4 FRAMIN6. FINISH COLOR TO MATCH EX. FRAMIN6. SEAL FULL PERIMETER, BOTH SIDES OF FRAME. NEW 3' -0 "x7' -0" FLORIDA APPROVED ALUM. DOOR (FINISH COLOR TO MATCH EX. FRAMING. 4N DINING RM. FLOOR LEVEL: 0'-0" JOIST HANGER BEAM FOR DECK 2x12 STRINGER NOTE: EXISTING GRADE VARIES, ACTUAL NUMBER OF MAINTAIN EXISTING DRAINAGE. RISERS MAY VERY. APPLY POROUS HEED BARRIER CONTRACTOR TO FIELD (SEE SPECS) AND COVER WITH VERIFY. 3" STONE BALLAST UNDER DECK. STAB nn s EC70 ON" 3/4" = 1' —O" SEALED 2x6 TOP (EDGES ROUNDED d SANDED SMOOTH). CENTER ON AND SECURE INTO THE TOP OF 4x4 POSTS ® 10 DEGREE SLOPE FOR DRAINAGE. 2x4 RAIL H/ 10 DEGREE RIPPED TOP ED6E. 5EGURE TO 4x4 P05T5. 2x2 P. TREATED HOOD PICKETS o 5 "o.c. MAX. (NO OPENING LARGE ENOUGH FOR A 4" SPHERE TO PA55). 4x4 P05T H/ 10 DEGREE TOP CUT. 514x6" TREATED HOOD DECKING. PROVIDE I /8" OPEN JOINT FOR DRAINAGE BETHEEN BOARDS (TYPICAL EXCEPT o RAMP). 2' -7" TO END OF SM. 4" I' -O" , 1' -4" TYP. 1° O I i 1•. d . L -J . 4 5 4 ° d 4. a d m n JOIST AND DEGKIN6 5/4" x 6" TREATED WOOD DECK. PROVIDE B1/ " OPEN JOINT FOR DRAINAGE BETY,EEN ARDS (TYP) TRIM BOARD TO MATCH DECK BOARDS CONTINUOUS FRE55VRE - TREATED 2x12 AT PERIMETER SELF - ADHESIVE BITUMINOUS FLASHING, TYPICAL. TO PREVENT THE HATER FROM ROTTING THE HOOD MEMBERS. I'-6" HORIZ. HANDRAIL EXT. (PER FBC) MITER ALL JOINTS IN NO OPENING LARGE RAILING TOP AND HANDRAIL ENOUGH FOR A 4" SPHERE �1 TYPICAL TO PASS A\ BOT. OF RAMP 11-6' HORIZ. HANDRAIL EXT. (PER FBG) I' -8 5 18" TOP OF RAMP NEW THRESHOLD TO SPAN JOINT BETHEEN DECK AND BUILDING. DECK TO BE FLUSH W/ EX15TiNG -LOOR LEVEL. fill 1111 I I IUI 1,11 Id I r � I I I i I Irll 11/,I 11 I ------------------------ �-- - -, --- 1- ----------------------- -- -------T--7 ------------- I -- L - -� ------------------------------ ' ' ------------------ - - - - -- - -� ----------------------- - - - - -- -- r-- I----- - - - - -- ------------------------ I--- -------------- r -- DININ6 DECK: I ° I 2-�i iii i i i i I m I NOTE: THE RAMP INCLUDING THE 18 I I ' I I (2) 2xb P. TREATED SPAGER5 2x12 LEDGER ANCHORED TOP d BOTTOM EXTENSION SHALL 1 I , I I I SECURED TO TOP OF BEAM. TO EXISTING GONG. HALL -- - - - - -- - --- -2x10 RAMP JOISTS -@ Ib "o.c. -- -- .j - - -� -- SOD DECKING T #AT HAS ---------- - - -1 -- ----- - - - - -- -I- - SEGURED W JOIST OPEN JOINTS. PLANKS TO BE - -- HANGERS. BUTTED T16HTLY TOGETHER q - - -- p I d' II II 4 II d d :U II. II DECK d J015TS BEYOND U ° d ° d 2x10 RAMP JOIST SCABBED 4• EXISTING GRADE VARIES, BEAM FOR DECK SUPPORT: a. n " ON AND NOTCHED OVER ° MAINTAIN EXISTING 5 1/4 x 11 1/4 NOLMANIZED ° #3 BARS ®9 o.c., TOP 2 TIES ®3 o c. TOP OF BEAM. DRAINAGE. APPLY POROUS 2.OE PARALLAM PSL HEADER. ° HEED BARRIER (SEE 5PE05) ° d ' 4 AND COVER WITH 5" STONE ATTACH BEAM TO FOOTINC75 a (4� #6 $qR5 VERTICAL EXISTING FOUNDATION --- ° BALLAST UNDER DECK. USING SIMPSON 0566 BASE ° w/ Z -MAX 6ALVANIZED COATING, SHIM Pi TO FIT � TYPICAL PEDESTAL MAY BE 1' -0" SQUARE OR 1' -6" SONOTUBE AT CONTRACTOR'S OPTION. NV- 3/4 • ° • •° a ° a.. ' •. B DECK SEC a a d ad 4' .. a d ° . d X3.0 I" = 1' -0" 3'- O "x3'- O "xi' -O "D GONG. SPREAD FOOTING --y � REINF. W/ (4)-#4 BARS E.H. T45 (TYP) #3 BARS ®9 "o c., TOP 2 TIES ® 3 "o4. TYPICAL PEDESTAL MAY BE 1' -0" SQUARE OR 11-6" SONOTUBE AT CONTRACTOR'S OPTION. 5' -3 114" RAMP WIDTH cn 5' -2" TO END O 4" cm L 1 1 1 1 1 1 0 l 1 I I ► I — I I I I t I BEAM FOR DECK SUPPORT: L Jt 5 1/4" x II 1/4" HOLMANIZED ° EXIST. GRADE 2.0E PARALLAM P5L HEADER. I HEADLI -RED OFF 2X10 TO AT HINDON WALL BEYOND I SEGUI�E NE:VEL POST. d SCABBED ON RAMP JOIST °yyE - REFER RAMP SECTION MAINTAIN POSITIVE SLOPE I I FULL li -N m DECK JOIST i 4 I I ' ATTAfiH BEAM TO FOOTING5 U51N5151MP5ON 0566 BASE EXISTING GRADE VARIES, wl Z -*AX 6ALVANIZEED d COATING, SHIM P5L TO FIT .r MAINTAIN EXISTING I I DRAINAGE. APPLY POROUS i • ° ' '° ° a NEED BARRIER (SEE SPE05) I I AND COVER WITH 5" STONE r ----------- ----------- ----------- BALLAST UNDER DECK. i i . Z . • °. d a 4 d I I 1 I FOUNDATION LOCATION AT ° (4) #6 BARS VERTICAL NORTH END OF DECK L--------------------------- - - - - -J [j L o r m o SEALED 2x6 TOP (ED(5E5 ROUNDED d SANDED NTO TAE TOP OF)4x4 POSTS ® 10 DEGREE SLOPE FOR DRAINAGE. a O 2x4 RAIL H/ 10 DEGREE RIPPED TOP EDGE. In I � m d ' SECURE TO 4x4 POSTS. 1 w ADA APPROVED Pi 1 ED HOOD I I - Q HANDRAIL, SANDED SMOOTH AND SEALED 2x4 CONT. RAIL SECURED TO 4x4 POSTS (FOR HANDRAIL ATTACHMENT.) I I "x3'- -0 "D GONG. SPREAD FOOTING LL 2x2 P. TREATED HOOD PICKETS I I w O ® 50ol— MAX. (NO OPENING LARGE i ry (7) PRE DRILLED 9/16" FOR ENOUGH FOR A 4" 5PHERE TO PA55). I I SECUREMENT TO MA5. HALL. 4x4 POST H/ 10 DEGREE TOP CUT. I t I PANEL MANUFACTURER'S END ' 2x4 RAIL SECURED TO 4x4 POSTS. I I vi n {.ice w MODULINE, N015HIELD REGULAR BY IAI A t . #3 BARS ®9 "o c., TOP 2 TIES ® 3 "o4. TYPICAL PEDESTAL MAY BE 1' -0" SQUARE OR 11-6" SONOTUBE AT CONTRACTOR'S OPTION. 5' -3 114" RAMP WIDTH cn 5' -2" TO END O 4" cm L 1 1 1 1 1 1 0 l 1 I I ► I — I I I I t I BEAM FOR DECK SUPPORT: L Jt 5 1/4" x II 1/4" HOLMANIZED ° EXIST. GRADE 2.0E PARALLAM P5L HEADER. I HEADLI -RED OFF 2X10 TO AT HINDON WALL BEYOND I SEGUI�E NE:VEL POST. d SCABBED ON RAMP JOIST °yyE - REFER RAMP SECTION MAINTAIN POSITIVE SLOPE I I FULL li -N m DECK JOIST i 4 I I ' ATTAfiH BEAM TO FOOTING5 U51N5151MP5ON 0566 BASE EXISTING GRADE VARIES, wl Z -*AX 6ALVANIZEED d COATING, SHIM P5L TO FIT .r MAINTAIN EXISTING I I DRAINAGE. APPLY POROUS i • ° ' '° ° a NEED BARRIER (SEE SPE05) I I AND COVER WITH 5" STONE r ----------- ----------- ----------- BALLAST UNDER DECK. i i . Z . • °. d a 4 d I I 1 I FOUNDATION LOCATION AT ° (4) #6 BARS VERTICAL NORTH END OF DECK L--------------------------- - - - - -J ALTERNATE 3A: PANELS AND ALL MOUNTING COMPONENTS AND HARDNARE RRN15HED BY OWE:ILL ENGINEERED SYSTEMS, INC. CONTACT: TERRY ABELL AT (650) 907- 9100. ALTERNATE 55: PANELS AND END CHANNEL5 FROM INDUSTRIAL ACOU5TIG5 COMPANY. ANGLES AND STAND -OFF FRAME, ETC. SHOP FABRICATED. GENERAL NOTES: ALL STEEL COMPONENTS INCLUDING FASTENERS TO BE HOT DIP GALVANIZED I. AND PRIMED FOR PAINT. THE SOUND PANELS ARE TO BE PRIMED FOR PAINT ON THE OUTER SURFACE: AND POUR ENDS ONLY. PAINT ALL EXPOSED COMPONENTS TO MATCH THE BUILDING COLOR. INTERIOR SIDE OF 2. SOUND PANEL 15 NOT TO BE PAINTED. NUMBER AND TYPE OF FASTENERS TO SECURE THE PANELS TO THE ANGLES OR 3• TUBE FRAME TO BE PER THE PANEL MANUFACTURER'S RECOMMENDATION. EXIST. HIBISCUS HEDGE NEWEL P05T AND RAMP FLOOR: O' -O" HANDRAIL BEYOND. FRE-55VRE TREATED HOOD GATE N/ TOP RAIL AND LOOK TO MATCH THE RAILING SYSTEM. GATE TO BE 3' -0" HIDE KITH HEAVY DUTY S.S. HINGES AND LEVER TYPE LATCH 5 LOVER VININ6 FLOOR ��� - -- DINING DECK: -2'-9" If I i I - EXIST. GRADE LINE 4, TOP OF PIERS: -3' -Q 1/2" EXIST. GRADE MODIFIED DEC SECT POROUS HEED BARRIER O d 6RAVEL `3 .D I 11-011 NOTE: ALL DIMENSIONAL FRAMING TD BE PRESSURE TREATED 5PRUCE- PINE -FIR MIN. ALL 51MP50N- 5TRONG TIE HOOD CONNECTORS TO BE Z -MAX GALVANIZED COATED PER SPECIFICATIONS. ALL OTHER HOOD CONNECTORS, NAILS, SGREH5, ANCHORS, ETC. SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ON) z 74 w "�+ P. TREATED HD. 0 BLOGKIN6 AS REQUIRED. O V H F Im CN � If �� MM a O � m d ' M w vd Q a.. "x3'- -0 "D GONG. SPREAD FOOTING LL 3'- O O"xl' REINF. H/ (4) -#4 BARS EA. TtB (TYP) w O (2) 4 "x4 "x1/4 "x54 "L ANGLES H/ (7) PRE DRILLED 9/16" FOR SECUREMENT TO MA5. HALL. w PANEL MANUFACTURER'S END ' 4" TH. SOUND ABSORPTIVE PANELS: CHANNEL TYP. {.ice w MODULINE, N015HIELD REGULAR BY 4 "x 1 /4 "x 84 "L BACKER PL PRE INDUSTRIAL ACOUSTICS COMPANY 4 "x4 "A /4 "x &4'H.5,5. VERT. Q DRILLED 541E A5 ANGLE AND OR APPROVED EQUAL. MOUNTING TUBE VELDED TO LL 1/2" THREADED ROD5 W/ STAND OFF LE65 AND ' NA.SHER5 AND NUTS. MOUNTING PLATES. s w ,•' O, 4 "x4 "x1/4" H.5.5. STAND OFF MAX. LEGS. (2) REQUIRED. .' SLOPE - Q r 14 "x14 "x 3/8" STL. MOUNTIN6 PLATE V4/ (4) PRE DRILLED 2' -7 3/8" t Lu HOLES. (2) REQ'D. o� 1/2" EXPANSION TYPE GRADE LINE ANCHORS 1/2" THREADED RODS N/ w EX. FAN EX. FAN HA5HER5 AND NVT5. (4) PER 9< V PLATE. 1-oil 14 "x14 "x 315" 5TL. BACKER e. PLATE N/ (4) PRE DRILLED HOLES. (2) REQ'D. (2a SOUND PANEL DE7AE . 1/4" = I' -O" ALTERNATE 3A: PANELS AND ALL MOUNTING COMPONENTS AND HARDNARE RRN15HED BY OWE:ILL ENGINEERED SYSTEMS, INC. CONTACT: TERRY ABELL AT (650) 907- 9100. ALTERNATE 55: PANELS AND END CHANNEL5 FROM INDUSTRIAL ACOU5TIG5 COMPANY. ANGLES AND STAND -OFF FRAME, ETC. SHOP FABRICATED. GENERAL NOTES: ALL STEEL COMPONENTS INCLUDING FASTENERS TO BE HOT DIP GALVANIZED I. AND PRIMED FOR PAINT. THE SOUND PANELS ARE TO BE PRIMED FOR PAINT ON THE OUTER SURFACE: AND POUR ENDS ONLY. PAINT ALL EXPOSED COMPONENTS TO MATCH THE BUILDING COLOR. INTERIOR SIDE OF 2. SOUND PANEL 15 NOT TO BE PAINTED. NUMBER AND TYPE OF FASTENERS TO SECURE THE PANELS TO THE ANGLES OR 3• TUBE FRAME TO BE PER THE PANEL MANUFACTURER'S RECOMMENDATION. EXIST. HIBISCUS HEDGE NEWEL P05T AND RAMP FLOOR: O' -O" HANDRAIL BEYOND. FRE-55VRE TREATED HOOD GATE N/ TOP RAIL AND LOOK TO MATCH THE RAILING SYSTEM. GATE TO BE 3' -0" HIDE KITH HEAVY DUTY S.S. HINGES AND LEVER TYPE LATCH 5 LOVER VININ6 FLOOR ��� - -- DINING DECK: -2'-9" If I i I - EXIST. GRADE LINE 4, TOP OF PIERS: -3' -Q 1/2" EXIST. GRADE MODIFIED DEC SECT POROUS HEED BARRIER O d 6RAVEL `3 .D I 11-011 NOTE: ALL DIMENSIONAL FRAMING TD BE PRESSURE TREATED 5PRUCE- PINE -FIR MIN. ALL 51MP50N- 5TRONG TIE HOOD CONNECTORS TO BE Z -MAX GALVANIZED COATED PER SPECIFICATIONS. ALL OTHER HOOD CONNECTORS, NAILS, SGREH5, ANCHORS, ETC. SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ON) z 74 w "�+ P. TREATED HD. 0 BLOGKIN6 AS REQUIRED. O V H F Im CN � If �� MM DECK SECTIONS BLDG. ELEVATION DETAILS 01 L M w vd Q z ♦-\ LL w O w j {.ice w CA Q LL w a Q r i 1 Lu o� w J 9< V C) N DECK SECTIONS BLDG. ELEVATION DETAILS 01 NOTEA Concrete to be 3,000 psi, with fiber Mesh reinforcing. �•�- 2' rein I a 1 Cu .N-1 7T\. to o co I-- 7_1/2' #3 Bar Typical WHEEL STOP DETAIL R �11 El WHITE BORDER TYPE d SYMBOL UTILITIES I. NEW UNDERGROUND ELECTRIC, CONDUIT TO BE BLUE BACKGROUND INSTALLED FROM NEW PLANTER/LANDSCAPE BED ARE 5HOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT PARKING BY BLACK BORDER DISABLED a LETTERS PERMIT WHITE BACKGROUND SUBCONTRACTOR INSTALL AT DEPTH REQUIRED LACK BORDER BY LOCAL CODE, BED CONDUIT IN COMPACTED $255 FINE a LETTERS F. S. 318.14 WHITE BACKGROUND WATER, ELECTRIC, COMMUNICATIONS, CABLE TV AND SANITARY ALL LETTERS © I I 1" SERIES "C" SITE DEMOLITION, UTILITY AND PAVEMENT SPECIFICATIONS TYPE GENERAL NOTES: I. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES I. NEW UNDERGROUND ELECTRIC, CONDUIT TO BE PAVEMENTS, GRADES, UTILITIES, STRUCTURES AND OTHER FEATURES INSTALLED FROM NEW PLANTER/LANDSCAPE BED ARE 5HOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT AT WEST END OF PORTE COCHERE TO SOUTH THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR TOWER OF GULF BLVD. LANDSCAPE AREA. SHALL VERIFY THE LOCATION5, ELEVATIONS AND DIMENSIONS OF COORDINATE INSTALLATION WITH ELECTRICAL ALL EXISTING PAVEMENTS, UTILITIES, STRUCTURES AND OTHER SUBCONTRACTOR INSTALL AT DEPTH REQUIRED FEATURES AFFECTING THE WORK, PRIOR TO CONSTRUCTION. BY LOCAL CODE, BED CONDUIT IN COMPACTED 2. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE SAND AND BACKFILL WITH LOCAL SAND IN b" CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, COMPACTED LIFTS TO Pr \VEMENT SUBGRADE. WATER, ELECTRIC, COMMUNICATIONS, CABLE TV AND SANITARY 2. IN AREAS OF NEW ASPHALT OR ASPHALT SEWER IN AREAS OF NEW SITE CONSTRUCTION. REFACING, REMOVE EXISTING UTILITY ACCESS 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS COVERS, GRATES, FRAMI':5, ETC. AND RAISE TO OF BURIED UTILITIES AND SHALL CALL "SUNSHINE" AT 600- 452 -4'MO NEW ELEVATIONS AS REQUIRED. RE- INSTALL AT LEAST 46 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FOLLOWING INSTALLATION OF NEW PAVEMENT. FIELD LOCATION. PROTECT OPENINGS FRO :4 DEBRIS DURING 4. DURING THE CONSTRUCTION AND /OR MAINTENANCE OF THIS CONSTRUCTION. PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE S. ALL SUBSURFACE CONSTRUCTION SHALL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL AND COMPLY WITH THE "TREWt H SAFETY ACT." THE SAFETY OF THE GENERAL PUBLIC, AND THE SAFETY OF HIS CONTRACTOR SHALL IN51,RE THAT THE METHOD OF PERSONNEL. TRENCH PROTECTION ANA) CONSTRUCTION 15 IN 5. WORK PERFORMED UNDER THI5 CONTRACT SHALL INTERFACE COMPLIANCE WITH ALL OCCUPATIONAL SAFETY SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON 51TE BY AND HEALTH ADMINISTRATION (OSHA) OTHER CONTRACTOR5. AND TO MAINTAIN ACCESS TO THE HOTEL, REGULATIONS. WHICH WILL REMAIN IN OPERATION DURING CONSTRUCTION, IT WILL BE 4. ALL PROPOSED UNDERGROUND UTILITIES MUST NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINATE AND BE IN PLACE, TESTED AND INSPECTED PRIOR TO SCHEDULE HIS ACTIVITIES AND THE ACTIVITIES OF THE BASE AND SURFACE PAVEMENT CONSTRUCTION. 51,15CONTRACTOR5 ACCORDINGLY. b. ANY MATERIALS AND WORK ON THIS PROJECT WHICH ARE REQUIRED TO MEET "FOOT" STANDARDS AND SPECIFICATIONS SHALL BE REFERENCED TO THE FOLLOWING: FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" AND FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' (LATEST ASPHALT PAVING EDITIONS). 7. PROTECT ALL EXISTING ADJACENT STRUCTURES, CURBS, I. CONTRACTOR SHALL MILL (1/2" DEPTH) THE LANDSCAPING, AND OTHER FEATURES AGAINST DAMAGE DURING EXISTING ASPHALT PAVEMENT WHERE INDICATED ON CONSTRUCTION. PROVIDE BARRICADES AS REQUIRED. CONTRACTOR THESE PLANS. THIS AREA SHALL BE OVERLAYED SHALL REPLACE DAMAGED AREAS, IF ANY, TO THE SATISFACTION OF WITH TYPE 5-111 ASPHALTIC PAVEMENT AT THE TIME THE OWNER NEW ASPHALT AREAS KZ INSTALLED IN ORDER TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PROVIDE A UNIFORM APPEARANCE. EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, 2. THE CONTRACTOR SW LL TRIM, TACK AND MATCH SHFTING OR SHORING AS NFCE55ARY. DEWATERIN6 METHODS EXISTING PAVEMENT AT iOCATIONS WHERE NEW SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE PAVEMENT MEETS EXISTING PAVEMENT. AND APPURTENANCES ARE PLACED. 5. CURBING SHALL BE PI -.AGED AT THE EDGES OF PAVEMENT ONLY IN AREAS INDICATED ON PLANS. REFER TO THE LATEST EDITION OF THE FLORIDA DEMOLITION DEPARTMENT OF TRANSPORTATIONS (FDOT) "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR I. SAW CUT EXISTING PAVEMENT TO BE REMOVED IN STRAIGHT LINES AND DETAILS AND SPECIFICATIONS OF ALL FDOT TYPE PARALLEL OR PERPENDICULAR TO EXISTING CURBS (NO SKENED OR CURBS CALLED FOR IN THESE PLANS. IRREGULAR CUTS). 4. CONTRACTOR SHALL PROVIDE A 1/2" TO V 2. PROVIDE A CLEAN, EVEN EDGE OF PAVEMENT FOR INSTALLATION OF BITUMINOUS EXPANSION JOINT MATERIAL WITH NEW PAVEMENT OR CURBS. SEALER AT ABUTMENTS OF CONCRETE AND OTHER 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE MATERIALS. DISP05ED OF OFF -SITE BY THE CONTRACTOR IN ACCORDANCE WITH 5. NO PONDING OF WATER OR "BIRD BATHS' SHALL APPLICABLE REGULATORY AGENCY REQUIREMENTS. BE ALLOWED. CONTRACTOR SHALL ENSURE 4. SEE GENERAL. NOTES FOR ADDITIONAL REQUIREMENTS. POSITIVE CROSS-SLOPE DRAINAGE. J N z 5+ HANDICAPPED SIGNS STANDARD PRE- PAINTED SEE INDEX NO. 119 -� DISABLED PARKING SIGN ON 1 /6" THICK SHEET ALUMINUM ACCESSIBLE ROUTE z )4x4 lA TREATED WOOD P05T WITH ORNAMENTAL TOP DETAIL, PAINT WHITE A.... ',�..� d: •I I I 6 "' -6" CONCRETE MASS. FINISH TOP OF MASS LEVEL _ _ u WITH A SLIGHT RAISED WASH APPROXIMATELY 1/2" ABOVE I� , = LEVEL OF TURF /5012. 4. 1 1 4• 811 HANDICAPPED SIGN DETAIL 0 PARKING TABLE TYPE EXISTING PROP05ED REQUIRED AC:CF-551BLE 10 10 10 STANDARD 261 280 210 RESERVED O 1(TROLLEY) 0 RETAIL 8 6 5 TOTAL 505 2417 225 NOTES: 1) NET LOSS OF 27 PARKING SPACES DUE STATE CODE REQUIRED CHANGES. FIRST, THE HANDICAP PARKING STALL WAS CHANGED FROM 6'-b'w TO 12' -O "w. SECOND. THE STANDARD CITY STALL WAS CHANGED FROM 6'4"11 TO 41' -O "w. CHANGES WERE MADE TO BRING THE PROPERTY UP TO CURRENT STATE AND LOCAL CODE REQUIREMENTS. 2) REQUIRED PARKING FOR THE PROPERTY 15 (1) SPACE PER DWELLING UNIT. THEREFORE: 220 UNI175 x I = 220 SPACES IN ADDITION THERE 15 RETAIL SPACE FOR THI5 PROPERTY REQUIRING (4) SPACES PER 1000 SQUARE FEET. THEREFORE: 15005f. x 4 = 45 OR 5 SPACES. j%ft-OO EXISTING ACCESSIBLE PARKING SPACES TO BE CONVERTED TO STANDARD PARING SPACES. REMOVE SIGNS, STRIPING, ACCESS ISLE, ETC. ADD MISSING WHEEL L•T /1Cr A \In flL'r Tt11DC' A- ^It -1.1 a. ito 6' WIDE TRAFFIC BLUE STRIPE (TYPICAL) 6' WIDE TRAFFIC WHITE STRIPE (TYPICAL) NOTEA All pavement Markings to be thermoplastic. HANDICAPPED STALL DETAIL SEE PLANS FOR WIDTH 2" RADIUS B" 6" 1.25" 2'R ASPHALTIC S„ -2,0% PAVM'T. 5 115* ASPMA= --� PrWN7 &SE O S8" 6x8 W1.4 x W1.4 T. 6" BASE ^'.t • . +r�i: �i ;c' ` ; (1 LAYER) ..a. t, ti ;:� •' .: #4 CONT. BETWEEN EXPANSION JOINTS SUBGRADE 12" COMPACTT:D FDOT TYPE "D" SU13GRADE 0 ASPHALT PAVM'T. SIDEWALK CURB (SEE NOTE 5) (FOR SIDEWALK SURROUNDING BLDG.) DEMO EXI511N%� GROUND SIGN AND BASE EXTEND EXISTING ELECTRICAL TO (5) NEW ( PU6HITS TO BE LOCATED AT NORTH -WEST 51DE OF EACH OF THE EXI5TING (5) PALM TREES. HYM!. ;L 41100 AB 100 M 120 NFL 54SNPT 65. NOTE THAT LIC'►HT5 ARE GROUND MOUNTED FIXTURES. NOTES: 1. SUBGRADE SHALL IN ALL GASES EXTEND 6" BEYOND CURBING. 2. SAWCUM AT 1D' CENTERS SHALL BE MADE WITHIN 24 HOURS OF CONCRETE PLACEMENT (TYPE -D- CURB ONLY). 3. CONCRETE SHALL BE 4000 PSI. . 4. EXPANSION JOPRS AT 50' INTERVALS. STRUCK CONSTRUCTION JOINTS AT 10' INTERVALS. 5. SEE FOOT INDEX 300 FOR ADDITIONAL NOTES AND CONSTRUCTION MAILS FOR FOOT TYPE "D0 CURB, TYPICAL CURBING DETAILS INNER COASTAL WATERWAY O do FDOT TYPE `D- CURE �t ( s_ NOTE: ISOMETRIC TAPER MAY BE LONGER THAN 18' IF REQUIRED BY FIELD CONDITIONS AND APPROVED BY ENGINEER. VERTICAL TAP9#3 - =9ET 'D' CURB 1.250 ASPHALTIC PAVEMENT (TYPE S -III) i CRUSHED CONCRETE BASE (LBR 100). COMPACTED '0 98X MAXIMUM DRY DENSITY, MOD. PROCTOR ASfM D -1557) 2" STABILIZED SUBGRADE (LBR 40) FDOT TYPE B OR C. ,OMPACTED TO 98X MAXIMUM DRY DENSITY, IOD. PROCTOR (ASTM D -1557) AS!'HALT PAVEMENT SECTION EXPANSION JOINTS 0 50' MAX EXPANSION JOINT STRUCK JOIN EXPANSION JOINT I WIDTH. SEE PLANS TYPICAL SIDEWALK PLAN L jLjj)Ms % %U� 6x6 111.4 x W1.4 %- BITUMINOUS STRIP 6x6 W1.4 x W1.4 (1 LAlO) � (] LAYER) BROOM FlN15H - j:: • EXPANSION JOINT STRUCK JOINT STRUCK JOINT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SMALL BE LOCATED AT STRUCK JOINT'S OR EXPANSION JOINTS ONLY. 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDG.: ABUTTING WkS. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP. AS SH01:14. 5. WIDTH OF SIDEWALKS SHALL BE AS INDICATED ON THE PLANS. 6. SIDEWALKS SHALL BE 40 THICK (MIN.) UNLESS NOTED OTHERWISE 7. SIDEWALKS SHALL HAVE ONE LAYER OF 6x6 W1.4 x W1.4 k1RE FABRIC PLACED AT MID - LAYER. S. CONCRETE SHALL BE 4000 PSI TYPICAL SIDEfRI " DETAILS EXISTING BOARDWALK'TO EXISTING 0CTA11 /O =GTAIICA\ITG 5AWC'•UT EXISTING ASPHALT EXISTING MONUMENT SIGN TO BE REMOVED AND REPLACED WITH NEW MONUMENT SIGN. REMG ✓E PALM BUSH CLOSEST TO 516N AREA TO IMPROVE VIEW,OF SIGN. RELOCATE PALM AS DIRECTED BY OWNER OR A RCHITECT TO MATCH EXISTING ADJACENT. Iz z a z w i 1201 GULF BLVD i BCP2003- 04172 M "jj"([ S (j"[�'jC MoAR 91 BTT SUITES @ SANDK a las #294A LJ [,� �j lj (,[ z Q 0 LL Z V Q L.Lt In Cie Lu F_ Q I Q LLB V 0 0 Q W M0 W U- V 0 N ISSUE DATES: 2 -24 -05 PERMIT/BID QI BULLETIN No. 1 5 -25 -05 ©BULLETIN No. 2 6 -10-05 rl` 0.� ' p 4 o O U W C ti THIS DRAWING 1S GNEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF MARWOOD ARCHI- iii _ u (u M W I THE WRITTEN CONSENT OF CEDARWOOD I �o r�� V 'Q COPYRIGHT AND OTHERWISE ARE HEREBY Q 0 LL Z V Q L.Lt In Cie Lu F_ Q I Q LLB V 0 0 Q W M0 W U- V 0 N ISSUE DATES: 2 -24 -05 PERMIT/BID QI BULLETIN No. 1 5 -25 -05 ©BULLETIN No. 2 6 -10-05 4 JOB NUMBER: 0202044 COPYRIGHT NOTICE: THIS DRAWING 1S GNEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF MARWOOD ARCHI- TECTURAL, INC. NO OTHER USE, 4LSSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. r MASTEli SITE PLAN �F'I.01 C a a m ;4 ko 0 N 0 M t' DEVELOPER CEDARWOOD DEVELOPMENT ONC* 1765 MERROMAN ROAD AKRON, OHOO 146313 330-836-9971 FAX 330-866-8091 CONTACT.* FALL ON EXISTING KITCHEN II - -- IIIIIIIIIIIIIIIIIIIIIIII ROW: 49 RON: 16 ROWS: 66 � 1 ROWS; 18 Q I ROWS: IS I_ rROW: 46 ROWS= 58 ENTRY/EXIT CURB GUT IAAI wall EXISTING PUBLIC "" m nn:m"Ilp :III"u"m 1 •' '"qi i I IIIOIOmmnupllp I I .,, g411lI ,� 1N II µ1j1h ( �!I lM i ' °' {� 1;1 I� E N �LI;,II �� I � !��illq 1 ���• j�I�II • I 1 ' P +�� IIII'` {''f• I I iI � ( {; � I I) FI;I !, II,„ ' ► , in"tnttpp I 1 1111 � Ifl (I i IIII I f I , 11611uIIIIInU I!I!In161111111 it Ililgi r � � . 1111 . , �, !C � I � !! . IIIII�� I IIII) I 1 I I���IIi I I (I {11111 u" mUIG!!I (� �I „ "w,,:n:ndlllll ' (I,I {. muuutnn !I!IIIIID • ....dil' I I � ; I�IIi(fl!116. A""f't fff T 1765 MERROMAN ROAD AKRON, OHOO 44313 330-836-9971 FAX+ ,F Iil - tIl III t1i 0 9 EXISTING MAIN DINING ROOM I Noun 1l 'AriI fol 3/1611 = 1' -0" WERE Il.��!I1►��i EXIST. PALM TREE TO REMAIN EXIST. DOWNSPOUT AND SPLASH BLOCK EXISTING LOWER DINING AREA EXIST; HIBISCUS HE06E TO BE _wu \\< /- Bill INNER COASTAL WATERWAY MO ffemm-tlj EX15TIN6 DECK AREA 1041') GENERAL CONTRACTOR 1765 MERROMAN ROAD AKRON, O O 44313 '!3 330-869-2722 Pil 330-869-9373 CONTACT: TEFF KEATONG i W7 MAX. OCCUPANT LOAD 516N FOR THE DININ6 DECK PER F501004.5. POSTED SIGN SHALL. BE OF AN APPROVED LE-615L E PERMANENT DE516N AND SHALL BE MAINTAINED BY THE OWNER. EXI5TIN6 BOARDWALK TO EXI5TIN6 RETAILAM5TAURANT5 CABANAS 4 DECK --► ` GULF BOULEVARD 507E PLAN 0 I” = 50' -Ol' �O COMMON PATH OF E6RES5 TRAVEL= 75'-0" 75' MAX. ALLOWED PER FBG 1013.3 r_v•r �r� r_Di• � w e l�ln n l r LOBBY !RCN @® FRONT E TRY 188' -0" LOVE SAFEwTv PLAN 1 /I6" = I' -O" Z# IAN D W 507EWORUX N ®7E §0 (STING LANDSCAPE fir I D f N t , DEPARTMENT DEVELOPMENT R 'S BUOLDONG AND 11) I N ` f" c i f (i► ft) I VI IO ' 100 SOUTH MYRTLE AV*.* RMe 210 CLEARWATER, FLORODA 33756-5520 727-562-4567 (EXT. 2640) FAX 7�7-562-4714 1. EX A. TRIM EXISTING HIBISCUS PLANTS ALONG BUILDING AS REQUIRED TO MAKE ROOM FOR DECK. B, REMOVE EXISTING LANDSCAPE IN AREA OF NEW DECK INCLUDING: STELLA D' ORO, YUCCA CLUSTERS, GROUND COVER, & SHRUBS. REMOVE ONLY WHAT HAS TO BE REMOVED TO CONSTRUCT THE DECK. PROTECT PALM TREES AND LANDSCAPING TO REMAIN. RELOCATE PLANT MATERIAL AS DIRECTED BY HOTEL MANAGER. C. CLEAN UP ALL TRIMMINGS AND DEBRIS AND REMOVE FROM SITE. D. ALL EXISTING PALM TREES ARE TO REMAIN. PROTECT THE TREES DURING CONSTRUCTION. 2. MAINTAIN EXISTING SLOPE ON SITE; DECK TO BE CONSTRUCTED OVER TOP OF SLOPE ALLOWING WATER TO CONTINUE TO DRAIN AS IT DOES NOW. 3. POROUS WEED BARRIER (TO BE USED UNDER DECK): TYPAR PROFESSIONAL LANDSCAPE FABRIC; BIOBARRIER II; OR SIMILAR PRODUCT. DECK N07ES© 0 � 1. ALL WOOD COMPONENTS TO BE WOLMANIZED. ALTERNATE COMPOSITE DECK MATERIAL TO BE: A. LP WEATHER BEST- (800) 320 -6325 B, TREX (800) BUY -TREX, ext. 6357 j C. TIMBER TECH- (800) 307 -7780 1 D. OTHER (APPROVED BY ARCHITECT) COMPOSITE DECK COLOR AND TEXTURE OPTIONS TO BE SUBMITTED TO ARCHITECT. ARCHITECT TO CHOOSE COLOR AND TEXTURE. 2. GRACE COR CK PROTECTOR TO BE USED BETWEEN THE WOLMANIZED ((I) It) I (�> " 4 I (t1 GENERAL= THE SCOPE OF THIS PRO.EGT 15 TO ADD A SE 1F SUPPORTED DINING DECK TO THE EXISTING RESTAURANT. THERE 15 NO PLANNED MODIFICATIONS TO THE EXISTIN6 BUILDING EXCEPT TO ADD A NEW DOORWAY OUT ONTO THE DECK I A NEW DOORWAY INTO THE KITCHEN GODE5: 2004 FLORIDA BUILDIN6 CODE 2004 FLORIDA ACCE55151LITY CODE 1998 AMERICANS WITH P15ABILITIE-5 ACT EXISTING Or R -1, 6UE5T SUITES A -3, RESTAURANT/BAR, POOL DECK, MEETING ROOMS B, OFFICE AREAS. S, STORAGE/UTILITY AREAS CONSTRUCTION TYPE OF DECK: Q FIRE PROTECTION: BUILDING FULLY SPRINKLERED BUILDING AREA SUMMARY: IST. FLOOR= 41,365 S.F. (APPROX) 2ND. FLOOR= 31pQl S.F. (APPROX) TOTAL BUILDING= 1155341 S.F. (APPROX. NOT INCL D. DECK) PROPOSED DININ6 DECK= '720 S.F. NET 6884 5.F. GROSS) ,OCCUPANTS: (NOT INCL. QUEST RM!F EXISTING RESTAURANT (2,1413 S.F./ 15) = 147 OCCUPANTS ALL OTHER EXISTING AREAS (INCLUDING THE POOL AND POOL DECK) = 1,56-7 OCCUPANTS PROPOSED DININ6 DECK (720 5.FJ 15) = 48 OCCUPANTS TOTAL OCCUPANTS = 1,562 OCCUPANTS FIXTURE REQUIREMENTS: (TABLE 2=1041.1, RESTAURANTS) 1562/ 2 = '781 PER SEX = 10.3 REQ'D (12 PROVIDED) PER SEX HATER CLOSETS (MEN 4 WOMEN) 181/15 = 10.4 REQ'D (12 PROVIDED) PER SEX LAVATORIES (MEN 4 HOt-ir-_N) 781/ 200 = 4 REQ'D l PRG'✓IDED) PEP, SEX DRINKING FOUNTAINS = 2 REQ'D (2 PROVIDED). PARKING TABLE TYPE EXISTING REQUIRED ACCE5515LE 10 10 STANDARD 280 210 RE5ERVED I(TROLLEY) 0 RETAIL 6 5 TOTAL 297 225 MEMBERS AND ALL GALVANIZED CONNECTORS. OMIT IF COMPOSITE DECK IS CHOSEN. 3. DECK TO BE SEALED W/ THOMPSONS WATERSEAL OR EQUAL APPROVED BY l D La D U L5 ARCHITECT. OMIT IF COMPOSITE DECK IS CHOSEN, f 4. SUBMIT ALTERNATE BID FOR SYNTHETIC DECK MATERIAL w/ SAMPLE, LITERATURE, & I APR 0 7 2003 h WARRANTY. DEVELOP P99 E NT g NE 10HD0R140OR SIR 10E; C11Y OF CLEARy�MQr, ELDC""RUCAL N07 E5© SnEE7 �_. 1. ELECTRICIAN TO INSTALL SYSTEM TO BE COMPLIANT WITH ALL APPLICABLE CODES. ELECTRICIAN TO PROVIDE ALL MATERIALS AND LABOR FOR A COMPLETE SHT. SHEET TITLE SYSTEM INCLUDING CODE COMPLIANT SERVICE, CIRCUITS, BREAKERS, CONDUIT, & DEVICES. j A -I FURNITURE PLAN, GODS DATA 2. ALL OUTLETS/ DEVICES TO BE WEATHERPROOF & GROUNDED. A -2 LAYOUT AND FRAMING PLANS A -5 DECK SECTIONS 4 DETAILS 3. ALL ELECTRICAL DEVICES TO BE MOUNTED 11' -0" MIN. ABOVE N ID 198 Q 4. TREE LIGHTS TO BE HADCO 131 -H BRONZE, 120V, CLEAR TEMPERED LENS, 100 WATT MAX. PAR/R20 LAMP. INSTALL AT HEIGHT DIRECTED BY THE OWNER. MOUNT TO TREE USING ADJUSTABLE STRAP (TMS10 & TMC2H) AROUND TRUNK OF TREE. MOUNTING SYSTEM IS NOT ALLOWED TO PENETRATE THE TREE TRUNK. III f I I � Q i I ..���Vj M� 1 :t4_ #� I O'ig i - I I 0 FINISµ GFAGE 51-fRU15 OR 6FZ0U40c0VER ft47 + 3" MUILN ;IAhf� P.�C� EG%E ClE'jglL �- -i- -� 3N 1`fYKAL AT AU- LAWN ARF�aS D D '45° T`fPKI�I- • U3 120 ( 20 \) 120° z cl guo%p- NOSE GHAFINO GUAIZ a,a t-y TwI5 �IP-E TO Ti61HTE N ?lixz1I woop ,I III I I �� �1}� MUl•G�t ili -� AI-L 1011UMT UHLaGG HOMO CrH 15E. peFo%Iw " H (A M2 Cppull�150 PIHICaN-i LANDSCAPING:PLkA`NTIv'16 DOTES! 1. ALL PLANT MATERIAL- SHALL BE _ FLORIDA N0. 1 GRADE-OR BETTER AS OUTLINED UNDER PLANT MATERIAL SCHEDULE: � ' ` GRADESANDSTANDARDSFORNURSERYPIANTS" PARTii4ND •II,STATE'PLRNTBQARDOf' FLORIDA, LATEST EDITION. 2. ALL OPEN LAWN 'AREAS SHALL BE GRASSED WITH STENOTAPHRUM SECUNDATUM (ST. AOEY QTY. BOTANICAL 14AME AND SIZE CONTAINER /SPACING AUGUSTINE "FLURATAM") SOLID SOD (APPROXIMATELY 14,000'SQUARE.FEET). COMMON NAME C01 T. COMMENTS g, ALL PLANT SAUCERS, GROUNDCOVER BEDS AND PLANT BEDS WILL BE- MULaiED WITH A GtV } Co G21JC.US V �I I V'NT� t -E112o GON'iAIN1✓{2 THREE (3) INCH THICK LAYER OF CYPRESS BARK MULCH (APPROXIMATELY10,000 I LIVE OAK PALM SQUARE FEET). 4. FOR SEASONAL FLOWER BEDS (SO APPLY 8" SOIL MIX 'B' ON SURFACE OF EXISTING LC 8 LIVISTONA CHINENSIS 4' HT X 4' SP BALLED /LERIO TOPSOIL AND IN ENTRY PLANTER; FINE GRADE AND WATER BEFORE *PLANTING CHINESE FAN PALM �j (APPROXIMATELY 10 CUBIC YARDS). AQ SP 7� SABAL PALMETTO 8 -20'CT BALLED /SEE DWG. FOR S. ALL OTHER PLANTING BEDS TO BE PREPARED AS SPECIFIED (APPROXIMATELY 120 ® CABBAGE PALM C.T. SIZES CUBIC YARDS). WR 14 WASHINGTONIA ROBUSTA 14 -25' OA BALLED /FLORIDA 6. SEE SPECIFICATIONS FOR COMPOSITION OF SOIL MIX 'B'. BEFORE DELIVERY OF SOIL MIX, WASHINGTON PALM FANCY /SEE DWG. FOR FURNISH OWNER AND/OR 1AND56PE ARCHITECT WITH SOIL MIX SAMPLESAND WRITTEN OA SIZES STATEMENT SOURCE FROM 1NHICH'SOIL MIX IS TO BE OBTAINED. PW 1 PAUROTIS WRIGHT II 12 -14' OA BALLED/ 4 -6 STEMS 7. ALL QUANTITIES LISTED ON THESE DRAWINGS ARE ONLY AN AID TO CLARIFICATION OF'^ PAUROTIS PALM UNITS AND A CHECK FOR THE C6NTRA0TOR-TO COMPARE WITH HIS OWN ESTIMATES. NO EXTRA COMPENSATION SHALL 6E ALLOWED FOR EXTRA QUANTITIES NECESSARY TO • 0 SAKE OTZ i ' COMPLETE THE WORK. SHRUBS �= Plh'1EhI�lON O I.ANT AGING (5H2UB O�- 31 RAUND T�� B. THE LANDSCAPE CONTRACTOR WILL REMOVE ALL GRASSES, WEEDS AND OTHER 6 r- kIrIT CA 6 CRINUM ASIATICUM 20 -24" QA 3 GAL /FULL HERBACEOUS MATERIALSAND THEIR ROOTS BEFORE FINISH GRADING THE SITE. piAHTING MIXTURE aJ (oF_0UNDGOV5P_) S INDICATED off PLANS- PST CRINUM LILY 9. THE LANDSCAPE CONTRACTOR WILL VERIFY PROPETY LINE LOCATIONS BEFORE II' I Ed FR 2 FICUS REPENS 12" ON 12" STAKE 1 GAL/ PLANT AT WALL INSTALLATION OF ANY PERIMETER-PLANT MATERIAL. CLIMBING FIG FACADE 10. ALL PLANT MATERIAL ARE SUBJECT TO INSPECTION BY THE LANDSCAPE ARCHITECT HRS 15 HIBISCUS ROSA- SINENSIS 24 -30" OA 3 GAL /36" OC AND /OR OWNER AT THEIR GROWING SITE, NURSERY OR •HOLDING AREA, PRIOR TO 'SINGLE RED' DELIVERY TO THE SITE. (0- LANDSCAPE EDGING �l 7 TYPICAL PLANT SPACING N.T.S 1 Tu`EE STAGING NT.S � SHR16B PLANTING DETAIL N.T.S. COMMON BLAZE RED N.T.S 1i. ENTRY PLANTER SHALL BE BERMED UP APPROXIMATELY 12 -18" WITHIN CENTER TO NO 63 NERIUM OLEANDER - CALYPSO' 42 "OA 3 GAL /36" O.C. COVER ROOT BALL. IF NECESSARY'FOR STAKING, CABLE (WITH -TURN BUCKLES) PALM OLEANDER TRUNKS TO BACK OF CONCRETE SEAT FOR STABILITY. A p iH%ALLIN& NEW ppLANTS THIN 1. MAXIMUM � EE 250 Of 51"IALL BL'AN �( PER 1E(L IH� ALLINv NEW PLANTS cH1w O NON 778 NERIUM OLEANDER DWF 24 -30 "OA 3 GAL /30 "OC _ THI 25%- O� SMALL gRANGH I11(1 COM Foy. (-0Ot 11Ae-cp • DWARF OLEANDER LACe H05E GHAFINV To PEN . Fofz R° IT Loh. G L AL L�pEL C�UA�DS OCoE E2 Po N E GE L5ApEI2 t�y / PTY 47 'VARIO DATA' TOBIRA 20 -24 "SP 3 GIRL /30 "OC . � W I AH 51N�LE TM 00 IN 9• VARIEGATED PITTOSPORUM HWf W I RE STAY (i?EE T co {z hF{ALL " EAr- 5AME KE TiON TO JC 531 JUNIPERUS CONFERTA NANA 18 -24" SP 3 GAL /24" OC NTAE: FIN14>H5p6 E tBoPE DWARF SHORE JUNIPER STAKE � LA Est L5AD I� THEE '(o POVITU LY EXI 0 ItAS Mo�E NqN L�°,,nE12 &j-ADE IN A)Z 5 _ JS 24 JASMINE SIMPLICIFOLIUM 24" SP 3 GAL /30" OC • NEVE G LEA01: 5 ZEE 9rp0t COLLAF_ 5 LL OF CoMPAO FILL. P T WAXJASMINE (J. VOLUBILE) —� —� B EA C 6AM E .ELATION E ' RE 5 �o � GOLLA� FIN15HE0 GLADE AS It 6 16 41-Cp ABOV ELMS EO LM 219 LIRIOPEMUSCARI 5 -7 PPP 1- 2 GAL/ 18 "OC /FULL THEE I2oor TioN �NAII t3EA� To Pg\)IOUSL-f EXIS�N o C�ADE• 'EVERGREEN GIANT' 5AME k -:$ LION p- FINISHED OtZADE EArSPr INA(ZEAS GIANT LIRIOPE Co('ADE A5 I OoRE (o PeGVIOUSL.Y OF COMPAQ D IL•. LAHr P I (BEES �o C0LLAI2 . � •. u• 11 1 11 2 � TJ 355 TRACHELOSPERMUM MIN 3-5 LEADERS/ 1 GAL /18 "OC I5 CA ABoVC' FIFl15HED r2 BLAC. 2U06ER• Ho1-E r`3 JASMINOIDES 18" SP SEE 5" 4INCo v DE.• ul, 1R-EE or- To FI1�'T � CONFEDERATE JASMINE IVV NP xAR61' \VIF,5 VZr_44 DEjAIL�AFjoVE " 1 AU, • �2j1 BLACK "BEEP- HOSE 2/3 (,U`( WI �E5 • 3 PER. T(ZEE TJA 46 TRACHELOSPERMUM MIN 5 LEADERS/ 3 GAL STA`IIS UP 1'i�E Oe TO TILT 13�ANCH CONFEDERATE JASMINE 42" SP .... _._5_I Y SoffL �P � AY5 GON'I I7 \ %��'� mrrr;�NL• KUBBER H06E GHArINCv GUA(Z1?5 Tr.EE Wi?A e)EGU ED WI� WI WT 1900 WEDELIATRILOBATA WELL - ROOTED FLATS /12 "OC 1'jAt IG� j2.EE hu fO SAKE; - 3 PCI� ea I- 5eE ��E P Ir T WEDELIA CUTTINGS vix41x8' �voov DFAGI, (3 MIN) THEE 5urpOPlt STAKES IZ tPEE WRAP SECUgED W TWINE hTAr -INC, OEjAIL SII MULCH A5 1 Pf5CIFIED -fb�1 fall -ta 1'rTl -1�I 31 MULCH HoUND 1•oPSOIL, 41, Ao / ANNUALS/ETC. .\\ .. .h11 i "'• CG% rte• -11� � _ •• ... �q HULr-H A5 5P>~GIFI SAL+CErr II 11 Exlb NV UI�'I,GMtI r M01J u - IZI 1211TINV 12 12 +USE IO�OIL To Fo�M IIII / •� I��I MOUND TOPSOIL 1 o io�M DE II E SF 354 SEASONAL FLOWERS FULL 4 "POTS /12 "OC 691 H� \Val 8U12LA o o �) = SAUGE� 2x2n 2� STAIC�S HB 44 HANGING BASKETS FULL TRAILING 10" CONTAINER KEMOVE P f P-OM T F OVER CONTAINER VARIETY TUBE BALL. N PLANTINC� MIX U E A5 5 CG' IE - EMoJE UR m - O O BA r _ VERIFIED BY ARCH. I 1 P F I LA(' FPS III t P v �I -- { = �IIIIII fm �� = op T ALL I I'L' — - CzAel'F -r ;o ��' DEPTH _ �� E PLAN I MIx1Ul?E Av I I I = = II II 2 x x 3 11 7c"! jIN( MIXTURE A5 �, IL - Del IAK c G IEp p I �10 SCA�IFYjo PP-1va STAKES To I6 6ELOi) BOTTOM - ToM o)^ APIF-f P T � TF THEE i RIFY To t° DEPTH �I=c6 PIT N.T.S L. LA) �I P�L M PLANTING DETAIL N.T.S. ULT9 -STEM ° EPLAMT11GN TS 1 27REE PLAMTI —WT -- H --S -TA ES TIRE-- PLAMTI G WITH GUYS N.T.s - - - - - - � _ 10-01' 10 0 ` Id-01 & 1 1. f - ,. - n . , �. r - -- — - - - - -- -- - - - - _ - 3. f- rte •�- .I�..,.a1c�•.c.�E,•�t --E - v�-'t — II .I i Li it A" d a i 1 ---- - - - - -- - -- - • )-110 o - COLUMBI � CHAT CHA NORTH BUILDING SOUTH BUILDING - RESTAURANT CCCONUTS �' - •I I I I� I I -- � / I � >✓VV >:NTI�Y �L.ANTEIZ �� � .. b 9 �' '� e>4 - e�oIL_ MIX Jj coo Sao cpo coo cOo Sao 000 000 coo coo aoo Q - - -- -- - - -- - -- - - -- - - - - -- - - -- — - ?_00 -- - - -- - - -- - -�� -- -- ��� Q Igo JG 2' i o I�� H�� w 2 ,A - 24 J� -- - -t -��- ;� ;, _� -�� 0 12 z � � ^ 4 U/le 4�� } L �O W�` - - 24 T.1A �(o M f �!� L_M 22 ' 7J P. '?` LL II0 ZS 2 7v ' S LLJ 12 / r' t �-- \L AW N -- _ O �, I I I �I + I I I I I I I I I I lr..l I I 1 1 G - �\ ° I I — I { ' I !ter 'rV �r1 Ito 1161 - o �ji4_" % I `� h ' �/ / I/{ - - -- -- - -- -- - -- - -- I - -- r- K/ •i /_ >� . � a _.�_ � � � n n i .n � 1 I u n n 1 0• . I v N ON °t LA o �• _. ,b a I I' Io l,lq�i �d �t�il, MIX Q I r 't� r1: � L , � I - -I- }- � � cc i. (� TJ I �� I g • z -- 0 0 X71 NG � I L M `12 TJ ??lv l_M - - L M - -- - 4 W 12 I I < i - avl 0_ �° - - - -- ® - -- 4 �p 4 �p 4 -gip 2 ay( _ 4 �p 4 �fv- �I�N Z ' 8 &0 N0-- - � G�TJ F �� I G7CJ NvM a p (� Qo T T + •-I- •td 'O- ` �, 1 `,_ O {Qm-, �oFZ - OB IZO O'I OCJ O IZ O {T EWALK' ' aV _ - -- - -- - - - - - - -- SIDEWALK SIDEWALK SIDEWALK - - - -- 3 r - -- -- - - -= - 1 - -� t- = -- - - - - -- - -- - --- -I =--- -� -i-t LAWN " ' LAWN T'i �:.. LAWN ! LAWN • � �- � �70 NvN i Q::: UL[� Emb-10ULIEVQ K_D__)`� C'_ I �3 Q �► AlM I • I SCALE-. 1 "= 2(1' -0'I gO D PLANNING o ARCHITECTURE o ENGINEERING P.I.C. MCLELLAN P.A. PITTS P. E. DESIGN DRAWN GARCIA ODELL ASSOCIATES INC. TAMPA, FL Copyright JALTER Ps POOOU E AMD ASSOCIATES, PIXIC. CIVIL ENGINEERS STRUCTURAL ENGINEERS BRADY & ANGLIA COMSULTIMG EMIGOVIEER5 OF FLORIDA, IMC. I� MECHANICAL, ,ELEOTRICAL:, AND PLUMBING ENGINEERS .. 1 ,7/75, 03 SG 10/27/89 REVISIONS PER CITY OF CLEARWATER 0 'JVP 10 -4 -89 GENERAL REVISIONS 0 SG 8 -24 -89 GENERAL REVISIC JS NO. BY DATE DESCRIPTION THE S H 0 P P E S ON SAND KEY CLEARWATER FLORIDA Cedarwood, CONSTRUCTION CO., INC. AKRON, OHIO SHEET TITLE ' PLANTING PLAN PROJECT NUMBER 1955 -004 DATE 26 MAY 1 98_9 SHEET NUMBER LWAS t! j I� ,I .5 V) ) A 6� LAWN` t � . LAWN - CLEARWATER HARBOR - n PLANT. MATERIAL SCHEDULE: DRAINAGE SWALE i - - - == _ -_LAN _4^ - - " LAWN - 30 _ KEY QTY. BOTANICAL NAME AND SIZE CONTAINER /SPACING LAWN p COMMON NAME COMMENTS I I I I I it TREES o f I I I I I I I I I I I I I I I I I I I I I -� 1 1 4 1 � I I f I I I I I I I I I I I I I I I I I I BA 4F BRASSAIAACTINOPHYLLA 10 -12'OA B &B OR LERIO /2 -3 It QV SCHEFFLERA STEMS Q QV QUERCUSYIRGINIANA 3 "CAL B &B /SHALL BE I I TJ R2C 00 LIVE OAK APE Cp LANDSCAPE O 6.50 I/v I V ��-- �' ,-_r- -• 12'X 5 SP INSPECTED N SITE �1 �"'y4.:. "`� ~ �"� FIELD GROWN SI TE I I I I I I I I I I I I I I I I I I I I I I AL I I v� VI <GIIj DANA cv' I. I. , ,�, t; .I. I I I I I -DK -- I�OG� ERm0 - TErr y LA �DS(,�.t'i. a,u:.+ 1�,L1`dJ iiE�ll�ltll� ennl 1e r1 rn�N JSIi"1A" QV FOR IN _ RIOR ISLANDS + _ -- Q Mn 50% coverag with living materia s. HRL 7 HIBISCUS ROSA- SINENSIS 24 -30" OAo 3 GAL /36" OC �iav y'b 0.— „FLAT PERVIOUS SLOPED T _ t / O 'LA FRANCE' ” -11 TJ LANDSCAPE I I 0 6.50 HIBISCUSITY BRED C NCRET T I 25 I avl HRS 2& HIBISCUS ROSA - SI N ENSIS 24 -30" OA 3 GAL /36" OC IL 'SINGLE RED' N COMMON BLAZE RED 1-7 I ly LD �� MP 60 MURRAYA PANICULATA 24 -30 "HT 3 GAL /24" O.C. /ORANGE Q I ... T 08ALCAS ,. ,� `. ^r _/ to JASMINE All -� _ 8 SIDE K NO 15 NERIUM OLEANDER 'CALYPSO' 42 "OA 3 GAL /4' O.C. ice '. LAWN LIMIT LAWN. - 0.30% SWALE LAWNS 0.30. SWALE �' LAWN. OLEANDER NON 5$1 NERIUM OLEANDER DWF �4 -30 "OA 3 GAL /30 "OC DWARF OLEANDER wv I �;26v' Not. - __ _ -. _ � __ � _ � � � —�• " - PC 772 PLUMBAGO CAPENSIS BLUE 10 -14 "QA °_ X55 NoN - -�� �� (BLUE) 1 2 GAL /18 "OC --ems — " ��' "h ANY.OHANGES IN SPECIES;E CIATS� PS 59 PHILODENDRON SELLOUM 30 -36" X 30 -36" 3 GAL /36 OC /2 -3PPP �t DESIGN �rITIIOUT `iFii-' CONSENT QF'FIiE DIREG'1OI� PHILODENDRON EXISTING 24' . PAVING OF EiwIRONAIEN TAL a%I NncL:1�ILIv'; r- �IZ�RS- ��=��� w 1 _ PTY 105 PITTOSPORUM TOBIRA 20 -24 "SP 3 GAL /30 "OC E A � F ° ULF Ja VARIEGATED PITTOSPORUM C 3 - -� RE 70 RUSSELLIA EQUISETI FORM IS 16 -18 "SP 1 GAL /24"OC -118.7 1 f F r ' f f f � 1 f 4 'gyp • 12 NO CONCRETE EQUIPMENT PAD SEE ARCH. -- Qu FIRE-CRACKER PLANT - -- LANDSCAPE PLAN ,o-7 I W T APPROVE AS NOTED 5w 1 SPHAEROPTERIS COOPERI 5' HT X S' SP 7 -10 GAL 3 GA -7 4:�Pr_ 4� ,_ CLEARWATER HARBOR - •• -• •!•• '•••••''••'• Q sti AUSTRALIAN Ira 11 2 �LtTZ A, Wicol -At 1 G -0- HT. 3o &AL �2 '� ✓`+ 72 PG 2021 95 j/ 69 umen .. ... • . VINES AND GROUND OVER IND � oc PP.i+raO lSc SEAWALL Public Wor YI s Dep • t 24 c 2 Sp I i LG- - 2(P WOOD BOARDWALK Enuicanmental Mgt Officer 1 �>; GC GAMOLEPIS 10 -14" OA 1 GAL/ IS" OC —_ CHRYSANTHEMOIDIES - -- - - - -- CALIFORNIA DAISY o►D�REVI�T106�S: JC 4 / i Y I i 1 +I �. , o o i t•l� ' o ��: I iv JUNIPERUS CONFERTA NANA 18 -24" SP 3 GAL /24" OC � I Io 20 I PLANTER E ARcH.PUws) DWARF SHORE JUNIPER t CAL THE OUTSIDE DIAMETER OR "CALIPER" OF UP TO A FOUR -INCH TREE IS MEASURED SIX JS JASMINE SIMPLICIFOLIUM 24" SP 3 GAL /30 "OC �i INCHES ABOVE THE GROUND LINE; TREES LARGER ARE MEASURED AT 12 INCHES ABOVE THE ORIGINAL GRADE LINE WAX JASMINE (J. YOLUBILE) LM 537 LIRIOPE MUSCARI 5 -7 PPP 1 -2 CAL/ 18 "OC /FULL QA "OVERAL"L HEIGHT" OF THE PLANT AS TO THE SIZE SPECIFIED, MEASURING THE GREATEST 'EVERGREEN GIANT' OUTSIDE DIMENSION GIANT LIRIOPE SP "SPREAD" OF PLANT AS TO SIZE SPECIFIED NE 748 NEPHROLEPIS EXALTA FULL 1 GAL/ 18" OC HOTEL TOWER BOSTON SWORD FERN OC "ON CENTER" IN REFERENCE TO PLANT SPACING TJ 1,519 TRACHELOSPERMUM MIN 3 -5 LEADERS/ 1 GAL/ 18" OC FINISHED FLOOR E L- =12.6 7 B &B "BALLED & BURLAPPED" IN REFERENCE TO ROOT CONDITION AT THE TIME OF PLANTING JASMINOIDES 18 % 20 �� B LID G.HGT_= .111.00 y CONFEDERATE JASM I NE DBH "DIAMETER BREAST HIGH" IN REFERENCE TO TRUNK CALIPER (CONSIDERED 4' -6" ABOYE I ISM ORIGINAL. GRADE) WT 1,173 WEDELIA TRILOBATA WELL - ROOTED FLATS/ 12 "OC WEDELIA CUTTINGS I ; cR 5£E AR Cr HT "HEIGHT" OF PLANT FROM TOP OF NURSERY GROWING CONTAINER TO TOP OF MAJOR FOLIAGE ANNUALS' U _ s 4- CT - "CLEAR TRUNK" IN REFERENCE TO HEIGHT OF TRUNK BEFORE BRANCHING AND /OR Pyr,4 w 9�� LEAFLETS OR BLADE BEGINS SF - SEASONAL FLOWERS FULL 4" POTS/ 12" OC CONCRETE PPP "PLANTS PER POT" INDICATING THE NUMBER OF INDIVIDUAL ROOTED CUTTINGS, ROOTED ° Q sEE ARCH. CANES, ETC., PLANTED TOGETHER TO FORM A SINGLE PLANT Io2 I NE v SEE ARCH'S. 51�q \� i PLAN r FOR, DETAILS. LANDSCAPING PLANTING NOTES: "GALLON" CONTAINER SIZE 1'6A O 2 �Sti1 1. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 GRADE OR BETTER AS OUTLINED UNDER "CLEAR WOOD" IN REFERENCE TO GREY WOOD HEIGHT OF PALM TRUNK MEASURED TO "GRADES AND STni +CDS F AR i \ BASE OF LEAF PETIOLE OR NURSERY PLANTS" PART I AND II ,STATE PLANT BOARD OF 227 RAMP RAMP CONC WALK (� �f `�® FLORIDA, LATEST EDITION. ° �� ' ` , ORIDA FANCY" IN REFERENCE TO GRADESAND STANDARDS FOR NURSERY PLANTS 4 �q � � ,t�AJ✓� 2. ALL OPEN 'LAWN AREAS SHALL BE GRASSED WITH STENOTAPHRUM SECUNDATUM (ST. F ROOT CONTROL "FIELD -GROW CONTAINERS" MADE OF SOFT, PLIABLE, SYNTHETIC AUGUSTINE "FLORATAM ") SOLID SOD. (APPROXIMATELY 26,0003.F.' + a � YPROPYLENE, NONWOVEN FABRIC 3. ALL PLANT SAUCERS, GROUNDCOYER BEDS AND PLANT BEDS th WILL BE MULCHED WITH A LAWN \, THREE (3) INCH THICK LAYER OF CYPRESS BARK MULCH. (APPROXIMATELY 15,000 S.F, ) - - - - - - - 1 - - - - - - - - J 4. ALL QUANTITIES LISTED ON THESE DRAWINGS ARE ONLY AN AID TO CLARIFICATION F 112-7' S1= �, 12 HIeS �, � 5p \ �`� ° � UNITS AND A CHECK FOR T Q '' ° HE CONTRACTOR TO COMPARE WITH HIS OWN ESTIMATES. 1`0 404 f�?V ;- `1 G' I��i'I"M - 1 LL 2 �' a EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA QUANTITIES N �o NON _ 1 ° o COMPLETE THE WORK. NECESSARY TO 'I t_G S. THE LANDSCAPE CONTRACTOR WILL REMOVE ALL GRASSES, WEEDS AND OTHER � !M I•' \� o � 1 LG ° �G r— r- 4- - - -�,\ — r— — — — — — — z - - - - - -- - - - - -�— --� _ _ _ �- - ., / HERBACEOUS MATERIALS AND THEIR ROOTS BEFORE FINISH GRADING THE SITE. � .. ��-,� -� ..� -�a. •�� ,. 4 f� e o � • LAWN 6. THE LANDSCAPE CONTRACTOR WILL VERIFY PROP IL i I PARKING ►�a'o�— = f ETY LINE N\\ LOCATIONS BEFORE � � -�-- � v \�� INSTALLATION OF ANY PERIMETER PLANT MATERIAL. j t�� "�%+s,�••w- -•- - w, .1.d,kz• „�; .�... .:.:. ,i.. �: , _ �::: �,: - �.%s.,�1 e y? a d ' e a \ �� + P RETENTION .\\ '. , _ \ AREA 17 D ti + 7. ALL PLANT MATERIAL ARE SUBJECT TO INSPECTION BY THE LANDSCAPE ,ID`: =�-1V '��.►� .. — •^>i,4;.i:r� :l - ,. - 4t'..rs,�+..`J�•:•' ti:�rSt-. __+a'- J•4-= �- �- ��1''r�- �•.e4. -., • , - � \'C�a„ ..�'i • . ' T E ARCHITECT �V le - + �-� LAV\rN - - �7 - - I - - - - - - - AND /OR OWNER AT THEIR GROWING SITE, NURSERY OR HOLDING AREA, PRIOR TO SIDEWALK HANDICAPPED RAMP HANDI PPED' AMP SIDEWALK DELIVERY TO THE SITE. .+ANDICAPPEO RAMP - 7.5 LAWN - 0.30% SWALE 8. FOR SEASONAL FLOWER BEDS (SF) APPLY 8" SOIL MIX 'B' ON SURFACE OF EXISTING LAWN - 0.30 SWALE LAWN �3 I°h LAWN TOPSOIL; FINE GRADE AND WATER BEFORE PLANTING (APPROXIMATELY 20 CY) 20 NoN I 9, ALL OTHER PLANTING BEDS TO BE PREPARED AS SPECIFIED. 10. SEE SPECIFICATIONS FOR COMPOSITION OF SOIL MIX 'B'. BEFORE DELIVERY OF SOIL MIX, FURNISH OWNER AND /OR LANDSCAPE ARCHITECT WITH SOIL MIX SAMPLES AND WRITTEN STATEMENT SOURCE FROM WHICH SOIL MIX IS TO BE OBTAINED. Lli Z. � EXI STING 24' �PAVEMENT SCALE �� � �D CFO � < 100' RIGHT' OF WAY —_ _. . -^ _ ____ —_ ___ - _ 0 D C� PLANNING o ARCHITECTURE o ENGINEERING f/ P.I.C. MCLELLAN P.A. PITTS P. E. DESIGN DRAWN GARCIA ODELL ASSOCIATES INC. TAMPA, FL Copyright WALTER P. MOORE AND ASSOCIATES, IMC. CIVIL ENGINEERS STRUCTURAL ENGINEERS CONSUL"TIMG EMGlMEERS OF FLORIDA, IM . MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEERS ,ZC �0 �`� G- � :G% G7�'�c <' `f• GCS ��� �� IREVf P! ANT' N4N, . NO. BY DATE DESCRIPTION i RADISSOM RESORT AGED C EMTER A MD C.V- SAY 1201 GULF-BOULEVARD _ CLEARWATER, FLORIDA Cedarwood'. CONSTRUCTION CO., INC. AKRON, OHIO SHEET TITLE LAMDSCAPE PLANTUG PLAM PROJECT NUMBER 1955 -002 DATE 14 MARCH 1989 SHEET NUMBER �D Fi [�� 11E 7 1 0 F 3 I ( I LC 4OF LIVISTONA CHINENSIS 4' HT X 4' SP BALLED / LERIO CHINESE FAN PALM / / / '/ / / - - __ - SP SABAL PALMETTO 25'CT BALLED /SEE DWG. FOR 10(10'), CABBAGE PALM C.T. SIZES 1 1(15'), 10(20'), 10(25') I II I I I I I I I I WR '13 WASHINGTONIAROBUSTA = -5 'CT BALLED /FLORIDA LIGHTS T P ( Y ) WASHINGTON S NGTON PALM ' �2.(v MIN G7") FANCY /MATCHED )v I oV I TJ SHRUBS A 7,—m 15 (U 113 17 J CURBS or PROTECTIVE TIMBERS 11 1°TV BAB � BRASSAIA ARBOCOLA DWARF SCHEFFLERA 24 -30" LEADERS 3 GAL /30" O.C. LANDSCAPE �D � � QUIRED where interiar iandscapeA 0 LAI�DSCl�PE 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I areal ab� �avemefo. I I I I BM 32 BAMBUSA MULTIPLEX 3 -4' HT 30" O.C./5 -7 GAL j 'STRIPESTEM FERNLEAF' 5 -7 STEMS 1 1 1 1 1 1 I I I I I I I I I I I I BAMBOO CA 15 CRINUM ASIATICUM 20 -24" OA 3 GAL /FULL �� CRINUM LIL-f I-J GE - `--- CHAMAeOREA ERUMPEhtS-- ---- -5 -•6'- H 1110° -GAtt - I — — "N-5-STEMS I. I. , ,�, t; .I. I I I I I -DK -- I�OG� ERm0 - TErr y LA �DS(,�.t'i. a,u:.+ 1�,L1`dJ iiE�ll�ltll� ennl 1e r1 rn�N JSIi"1A" QV FOR IN _ RIOR ISLANDS + _ -- Q Mn 50% coverag with living materia s. HRL 7 HIBISCUS ROSA- SINENSIS 24 -30" OAo 3 GAL /36" OC �iav y'b 0.— „FLAT PERVIOUS SLOPED T _ t / O 'LA FRANCE' ” -11 TJ LANDSCAPE I I 0 6.50 HIBISCUSITY BRED C NCRET T I 25 I avl HRS 2& HIBISCUS ROSA - SI N ENSIS 24 -30" OA 3 GAL /36" OC IL 'SINGLE RED' N COMMON BLAZE RED 1-7 I ly LD �� MP 60 MURRAYA PANICULATA 24 -30 "HT 3 GAL /24" O.C. /ORANGE Q I ... T 08ALCAS ,. ,� `. ^r _/ to JASMINE All -� _ 8 SIDE K NO 15 NERIUM OLEANDER 'CALYPSO' 42 "OA 3 GAL /4' O.C. ice '. LAWN LIMIT LAWN. - 0.30% SWALE LAWNS 0.30. SWALE �' LAWN. OLEANDER NON 5$1 NERIUM OLEANDER DWF �4 -30 "OA 3 GAL /30 "OC DWARF OLEANDER wv I �;26v' Not. - __ _ -. _ � __ � _ � � � —�• " - PC 772 PLUMBAGO CAPENSIS BLUE 10 -14 "QA °_ X55 NoN - -�� �� (BLUE) 1 2 GAL /18 "OC --ems — " ��' "h ANY.OHANGES IN SPECIES;E CIATS� PS 59 PHILODENDRON SELLOUM 30 -36" X 30 -36" 3 GAL /36 OC /2 -3PPP �t DESIGN �rITIIOUT `iFii-' CONSENT QF'FIiE DIREG'1OI� PHILODENDRON EXISTING 24' . PAVING OF EiwIRONAIEN TAL a%I NncL:1�ILIv'; r- �IZ�RS- ��=��� w 1 _ PTY 105 PITTOSPORUM TOBIRA 20 -24 "SP 3 GAL /30 "OC E A � F ° ULF Ja VARIEGATED PITTOSPORUM C 3 - -� RE 70 RUSSELLIA EQUISETI FORM IS 16 -18 "SP 1 GAL /24"OC -118.7 1 f F r ' f f f � 1 f 4 'gyp • 12 NO CONCRETE EQUIPMENT PAD SEE ARCH. -- Qu FIRE-CRACKER PLANT - -- LANDSCAPE PLAN ,o-7 I W T APPROVE AS NOTED 5w 1 SPHAEROPTERIS COOPERI 5' HT X S' SP 7 -10 GAL 3 GA -7 4:�Pr_ 4� ,_ CLEARWATER HARBOR - •• -• •!•• '•••••''••'• Q sti AUSTRALIAN Ira 11 2 �LtTZ A, Wicol -At 1 G -0- HT. 3o &AL �2 '� ✓`+ 72 PG 2021 95 j/ 69 umen .. ... • . VINES AND GROUND OVER IND � oc PP.i+raO lSc SEAWALL Public Wor YI s Dep • t 24 c 2 Sp I i LG- - 2(P WOOD BOARDWALK Enuicanmental Mgt Officer 1 �>; GC GAMOLEPIS 10 -14" OA 1 GAL/ IS" OC —_ CHRYSANTHEMOIDIES - -- - - - -- CALIFORNIA DAISY o►D�REVI�T106�S: JC 4 / i Y I i 1 +I �. , o o i t•l� ' o ��: I iv JUNIPERUS CONFERTA NANA 18 -24" SP 3 GAL /24" OC � I Io 20 I PLANTER E ARcH.PUws) DWARF SHORE JUNIPER t CAL THE OUTSIDE DIAMETER OR "CALIPER" OF UP TO A FOUR -INCH TREE IS MEASURED SIX JS JASMINE SIMPLICIFOLIUM 24" SP 3 GAL /30 "OC �i INCHES ABOVE THE GROUND LINE; TREES LARGER ARE MEASURED AT 12 INCHES ABOVE THE ORIGINAL GRADE LINE WAX JASMINE (J. YOLUBILE) LM 537 LIRIOPE MUSCARI 5 -7 PPP 1 -2 CAL/ 18 "OC /FULL QA "OVERAL"L HEIGHT" OF THE PLANT AS TO THE SIZE SPECIFIED, MEASURING THE GREATEST 'EVERGREEN GIANT' OUTSIDE DIMENSION GIANT LIRIOPE SP "SPREAD" OF PLANT AS TO SIZE SPECIFIED NE 748 NEPHROLEPIS EXALTA FULL 1 GAL/ 18" OC HOTEL TOWER BOSTON SWORD FERN OC "ON CENTER" IN REFERENCE TO PLANT SPACING TJ 1,519 TRACHELOSPERMUM MIN 3 -5 LEADERS/ 1 GAL/ 18" OC FINISHED FLOOR E L- =12.6 7 B &B "BALLED & BURLAPPED" IN REFERENCE TO ROOT CONDITION AT THE TIME OF PLANTING JASMINOIDES 18 % 20 �� B LID G.HGT_= .111.00 y CONFEDERATE JASM I NE DBH "DIAMETER BREAST HIGH" IN REFERENCE TO TRUNK CALIPER (CONSIDERED 4' -6" ABOYE I ISM ORIGINAL. GRADE) WT 1,173 WEDELIA TRILOBATA WELL - ROOTED FLATS/ 12 "OC WEDELIA CUTTINGS I ; cR 5£E AR Cr HT "HEIGHT" OF PLANT FROM TOP OF NURSERY GROWING CONTAINER TO TOP OF MAJOR FOLIAGE ANNUALS' U _ s 4- CT - "CLEAR TRUNK" IN REFERENCE TO HEIGHT OF TRUNK BEFORE BRANCHING AND /OR Pyr,4 w 9�� LEAFLETS OR BLADE BEGINS SF - SEASONAL FLOWERS FULL 4" POTS/ 12" OC CONCRETE PPP "PLANTS PER POT" INDICATING THE NUMBER OF INDIVIDUAL ROOTED CUTTINGS, ROOTED ° Q sEE ARCH. CANES, ETC., PLANTED TOGETHER TO FORM A SINGLE PLANT Io2 I NE v SEE ARCH'S. 51�q \� i PLAN r FOR, DETAILS. LANDSCAPING PLANTING NOTES: "GALLON" CONTAINER SIZE 1'6A O 2 �Sti1 1. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 GRADE OR BETTER AS OUTLINED UNDER "CLEAR WOOD" IN REFERENCE TO GREY WOOD HEIGHT OF PALM TRUNK MEASURED TO "GRADES AND STni +CDS F AR i \ BASE OF LEAF PETIOLE OR NURSERY PLANTS" PART I AND II ,STATE PLANT BOARD OF 227 RAMP RAMP CONC WALK (� �f `�® FLORIDA, LATEST EDITION. ° �� ' ` , ORIDA FANCY" IN REFERENCE TO GRADESAND STANDARDS FOR NURSERY PLANTS 4 �q � � ,t�AJ✓� 2. ALL OPEN 'LAWN AREAS SHALL BE GRASSED WITH STENOTAPHRUM SECUNDATUM (ST. F ROOT CONTROL "FIELD -GROW CONTAINERS" MADE OF SOFT, PLIABLE, SYNTHETIC AUGUSTINE "FLORATAM ") SOLID SOD. (APPROXIMATELY 26,0003.F.' + a � YPROPYLENE, NONWOVEN FABRIC 3. ALL PLANT SAUCERS, GROUNDCOYER BEDS AND PLANT BEDS th WILL BE MULCHED WITH A LAWN \, THREE (3) INCH THICK LAYER OF CYPRESS BARK MULCH. (APPROXIMATELY 15,000 S.F, ) - - - - - - - 1 - - - - - - - - J 4. ALL QUANTITIES LISTED ON THESE DRAWINGS ARE ONLY AN AID TO CLARIFICATION F 112-7' S1= �, 12 HIeS �, � 5p \ �`� ° � UNITS AND A CHECK FOR T Q '' ° HE CONTRACTOR TO COMPARE WITH HIS OWN ESTIMATES. 1`0 404 f�?V ;- `1 G' I��i'I"M - 1 LL 2 �' a EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA QUANTITIES N �o NON _ 1 ° o COMPLETE THE WORK. NECESSARY TO 'I t_G S. THE LANDSCAPE CONTRACTOR WILL REMOVE ALL GRASSES, WEEDS AND OTHER � !M I•' \� o � 1 LG ° �G r— r- 4- - - -�,\ — r— — — — — — — z - - - - - -- - - - - -�— --� _ _ _ �- - ., / HERBACEOUS MATERIALS AND THEIR ROOTS BEFORE FINISH GRADING THE SITE. � .. ��-,� -� ..� -�a. •�� ,. 4 f� e o � • LAWN 6. THE LANDSCAPE CONTRACTOR WILL VERIFY PROP IL i I PARKING ►�a'o�— = f ETY LINE N\\ LOCATIONS BEFORE � � -�-- � v \�� INSTALLATION OF ANY PERIMETER PLANT MATERIAL. j t�� "�%+s,�••w- -•- - w, .1.d,kz• „�; .�... .:.:. ,i.. �: , _ �::: �,: - �.%s.,�1 e y? a d ' e a \ �� + P RETENTION .\\ '. , _ \ AREA 17 D ti + 7. ALL PLANT MATERIAL ARE SUBJECT TO INSPECTION BY THE LANDSCAPE ,ID`: =�-1V '��.►� .. — •^>i,4;.i:r� :l - ,. - 4t'..rs,�+..`J�•:•' ti:�rSt-. __+a'- J•4-= �- �- ��1''r�- �•.e4. -., • , - � \'C�a„ ..�'i • . ' T E ARCHITECT �V le - + �-� LAV\rN - - �7 - - I - - - - - - - AND /OR OWNER AT THEIR GROWING SITE, NURSERY OR HOLDING AREA, PRIOR TO SIDEWALK HANDICAPPED RAMP HANDI PPED' AMP SIDEWALK DELIVERY TO THE SITE. .+ANDICAPPEO RAMP - 7.5 LAWN - 0.30% SWALE 8. FOR SEASONAL FLOWER BEDS (SF) APPLY 8" SOIL MIX 'B' ON SURFACE OF EXISTING LAWN - 0.30 SWALE LAWN �3 I°h LAWN TOPSOIL; FINE GRADE AND WATER BEFORE PLANTING (APPROXIMATELY 20 CY) 20 NoN I 9, ALL OTHER PLANTING BEDS TO BE PREPARED AS SPECIFIED. 10. SEE SPECIFICATIONS FOR COMPOSITION OF SOIL MIX 'B'. BEFORE DELIVERY OF SOIL MIX, FURNISH OWNER AND /OR LANDSCAPE ARCHITECT WITH SOIL MIX SAMPLES AND WRITTEN STATEMENT SOURCE FROM WHICH SOIL MIX IS TO BE OBTAINED. Lli Z. � EXI STING 24' �PAVEMENT SCALE �� � �D CFO � < 100' RIGHT' OF WAY —_ _. . -^ _ ____ —_ ___ - _ 0 D C� PLANNING o ARCHITECTURE o ENGINEERING f/ P.I.C. MCLELLAN P.A. PITTS P. E. DESIGN DRAWN GARCIA ODELL ASSOCIATES INC. TAMPA, FL Copyright WALTER P. MOORE AND ASSOCIATES, IMC. CIVIL ENGINEERS STRUCTURAL ENGINEERS CONSUL"TIMG EMGlMEERS OF FLORIDA, IM . MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEERS ,ZC �0 �`� G- � :G% G7�'�c <' `f• GCS ��� �� IREVf P! ANT' N4N, . NO. BY DATE DESCRIPTION i RADISSOM RESORT AGED C EMTER A MD C.V- SAY 1201 GULF-BOULEVARD _ CLEARWATER, FLORIDA Cedarwood'. CONSTRUCTION CO., INC. AKRON, OHIO SHEET TITLE LAMDSCAPE PLANTUG PLAM PROJECT NUMBER 1955 -002 DATE 14 MARCH 1989 SHEET NUMBER �D Fi [�� 11E 7 1 0 F 3 IUD _1_z ©©© - LEGEND: PLANT MATERIAL SCHEDULE: CAL THE OUTSIDE DIAMETER OR "CALIPER" OF UP TO A FOUR -INCH TREE IS MEASURED SIX KEY QTY BOTANICAL NAME AND SIZE CONTAINER /SPACING INCHES ABOVE THE GROUND LINE; TREES LARGER ARE MEASURED AT 12 INCHES ABOVE THE ORIGINAL GRADE LINE " _ COMNON NAME _ - -_ COMMENTS OA "OVERALL HEIGHT" OF THE PLANT AS TO THE SIZE SPECIFIED, MEASURING THE GREATEST QV 69 QUERCUS VIRGINIANA 3 -3 1/2" CAL B &B /SHALL BE OUTSIDE DIMENSION LIVE OAK INSPECTED BY LA AT FIELD GROWN SITE SP "SPREAD" OF PLANT AS TO SIZE SPECIFIED WR 8 WASHINGTONIA ROBUSTA 20 -25' CT BALLED -- -- - OC "ON CENTER" IN REFERENCE TO PLANT SPACING WASHINGTON PALM - B &B "BALLED & BURLAPPED" IN REFERENCE TO ROOT CONDITION AT THE TIME OF PLANTING NON 100 NERIUM OLEANDER DWF 24 -30 "OA 3 GAL /30 "OC ' DWARF OLEANDER - — DBH "DIAMETER BREAST HIGH" IN REFERENCE TO TRUNK CALIPER (CONSIDERED 4' -6" ABOVE -- ORIGINAL GRADE) PT 534 PITTOSPORUM TOBIRA 24 -30" HT 3 GAL /30 "OC _ - - -- - 1. N PITTOSPORUM HT "HEIGHT" OF PLANT FROM TOP OF NURSERY GROWING CONTAINER TO TOP OF MAJOR - �� v Orn `��` R S N i LL, N S '' . FOLIAGE � � _ n10�"� � CT "CLEAR TRUNK" IN REFERENCE TO' HEIGHT OF TRUNK BEFORE BRANCHING AND /OR I N I ►J kt� tZ� a �, � S L � A S + a S � k S �y ;- 5 � � � V 11Z� 1►n,� r!-�S �o iL LEAFLETS OR BLADE BEGINS u S' Ij'/e bS LANDSCAPING PLANTING NOTES: N ) PPP "PLANTS PER POT"- INDICATING THE NUMBER OF INDIVIDUAL ROOTED CUTTINGS, ROOTED — 1. ALL PLANT MATERIAL SHALL BE NO. 1 GRADE OR BETTER AS OUTLINED UNDER - - CANES, ETC., PLANTED TOGETHER TO FORM A SINGLE PLANT FLORIDA "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND 11, STATE PLANT BOARD OF GAL "GALLON" CONTAINER SIZE , FLORIDA, LATEST EDITION. I CW "CLEAR WOOD" IN REFERENCE TO GREY WOOD HEIGHT OF PALM TRUNK MEASURED TO 2. ALL OPEN LAWN AREAS SHALL BE GRASSED WITH STENOTAPHRUM SECUNDATUM (ST. BASE OF LEAF PETIOLE AUGUST INE "FLORATAM ") SOLID SOD. ' FF "FLORIDA FANCY" IN REFERENCE TO GRADES AND STANDARDS FOR NURSERY PLANTS 3. ALL PLANT SAUCERS, GROUNDCOVER BEDS AND PLANT BEDS WILL BE MULCHED WITH A THREE (3) INCH THICK LAYER OF CYPPESS BARK MULCH. FGC ROOT CONTROL "FIELD -Odow CONTAINERS" MADE OF SOFT, PLIABLE, SYNTHETIC POLYPROPYLENE, NONWOVEN FABRIC 4. --ALL QUANTITIES LISTED ON THESE DPAVVINGS ARE ONLY AN AID TO CLARIFICATION OF UNITS AND A CHECK FOR THE CONTRACTOR TO COMPARE WITH HIS OWN ESTIMATES. NO EXTRA COMPENSATION SHALL BE hLLOWED FOR EXTRA QUANTITIES NECESSARY TO COMPLETE THE WORK. S. THE LANDSCAPE CONTRACTOR WILL REMOVE ALL GRASSES, WEEDS AND OTHER -- HERBACEOUS MATERIALS AND THEIR ROOTS BEFORE FINISH GRADING THE SITE. 6. THE LANDSCAPE CONTRACTOR WILL VERIFY PROPETY LINE LOCATIONS BEFORE I INSTALLATION OF ANY PERIMETER PLANT MATERIAL. I • e e 0 • I 7. ALL LANDSCAPE AREAS SHALL HAVE A PERMANENT, UNDERGROUND, AUTOMATIC ELECTRIC WATERING SYSTEM EQUIPPED WITH SPARY HEADS, ROTOR HEADS AND /OR DRIP • f • }� • • • • • • • ° • ANY CHAS �} EMITTERS, THAT PROVIDE ONE HUNDRED PERCENT (100%) , HEAD TO HEAD, EVEN 01. •'• 3 } Sl�� =pECIFICAT1�pNS, pK PERCIPITATION RATE, WATER COVERAGE. APPROVED MANUFACTURERS ARE TORO, _ DESIGN WITHOUT' THE CONSENT OE THI D11RI;L j0tt O1E'NVIIZON�I AL �IANAGED1hN RAINBIRD AND HUNTER. CONTRACTOR SHALL PROVIDE AN IRRIGATION SHOP DRAWING T RENM.HS.yLA, SUBJECT TO APPROVAL BY THE OWNER AND /OR LANDSCAPE CONTRACTOR. - -- - - -- AJ�PftO'VAI, VOID. \ 8. ALL PLANT MATERIAL ARE SUBJECT TO INSPECTION BY THE LANDSCAPE ARCHITECT N90750 - - - - -- - - • / ^ ` AND /OR OWNER Al THEIR GROWING SITE, NURSERY OR HOLDING AREA, PRIOR TO • DELIVERY TO THE SITE • ]LANDSCAPE PLAN APPR VED AS NOTED i 3 �,�.,�....,.......... Date .... C J� ....... inus,,be Properly waaYled ................ .� ALL landscaping C O Inspection. Public Works Dep ment roved. plan P*1OL to P' app datory. �- Environmental Mgt- Office Resection Imo$• are V1 W _- — --1 -- _ - GULF BOULEVARD zG� �` I j `� /r SITE PLAN — L 0- 25 50 100 r✓ 26%ort Of?,MAAL Her- 1i1i1W TIN GO hLQT F S cr_- o !�L T-95s . T9S5 rwT GOL Ar- 05 PA W $5AK 6AME IZELAVON To FIHISH5P E Ar, IT Bogs To pKgvloU�,_EX1,51Wc,_ __ _ _ CSI: Pe IN AgSAS Of COMPAC FILL. PIANt T a ,5 To GOI.t,A� 15 4-(p ABOV F16e;- eo c�AVE• ryl BLgcr_ 2u06ER Ro56 2/1 UP Trz•EE O(Z TO FIRM B*ANGN -- &u r wIKES • PER. TIeEE Te-96 wpAP SEcu�ED WITH TWINE 311 MULCH Ar, gt6lriEP MOUND ToPSOIL, 4 To iOgm hAIJGE�. - - I Zp 2xZx ziii 6TAKgS TOP OF BALL yl PLAN H& MIXjUP_E A5 ro(Apf�.f TO ,PEG I FF I ED _ 40 0 Pfk -4 TREE PLA TIi"MOG - WITH GUYS N.T.S. 5 SHRUB PLANTING DETAIL 121! ft .� W4110 WWI t ap - - - - - -- - - -- -- - - -- -- 1211 5 X1 6P NLI G 11 II u- 2 X'{'A 3 co PEADHAN 5 Tr_ 5 zu GAL. 4 LAE�,j r v i' �NnN to �tL - P�? �EGIFIED `� Aw i 1• (Vltt�• -�. N.T.S. 1 . PLANNING e ARCHITECTURE a ENGINEERING I' i r: -, Q T P.I.C. P. E. DESIGN = - DRAWN ODELL ASSOCIATES INC. TAMPA, FL Copyright WALTER R. MOORE AND ASSOCIATES, INC. CIVIL ENGINEERS STRUCTURAL - ENGINEERS ERADY A ANGLIN CONSULTING ENGINEERS OF FLORIDA, INC. il MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEERS- - 3/1/88 PROGRESS PRINTS 3/1/88 DESIGN DEVELOPMENT PACKAGE - 2/29/88 ISSUED FOR FOUNDATION PERMIT NO. BY DATE DESCRIPTION f%!Af? 0 1�,,n -� !;F r`3 r S `T R .R ADiS DAYSIDE H ®TEL AND - CON"FERENCE-CEWER 1201 GULF BOULEVARD CLEARWATER, FLORIDA — �T(� .• I ww c0 CONSTRUCTION CO., INC. AKRON, OHIO SHEET TITLE - LAN ®SCAPE - P-_ILANTING PLAN PROJECT NUMBER 1955 -002 DATE 2/29/88- SHEET NUMBER