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2660-2750 GULF TO BAY BLVD_W1. MAR 15 '95 17 :10 KING ENG ASSOC INC 0 -; 750 GA -kb, t,,y King Engineering 9 UjU . I %-I�-z -.j SSO ates, Ina, 24945 U.S. Hit7hway 19 Norih •Clearwater, Florida 34623 • (813) 791.1441 • FAX (813) 791 -9228' full- Service Planning, Engineering & fnvitanmental Consultants FAX TRANSMISSION COVER SHEET Date: 3 11'r /'75 Time : L! -515- To: W Com panty: G' 7`f Fax: 4 � 4-1 Re: Sender, YOU SHOULD RECEIVE PAG— Z (S), INCLUDING THIS COVER SHEET IF YOU DO NOS' RECEIVE ALL THE PAGES. PLEASE CALL. Comments: pz"e; r-- S %/ oUA` vr1 s -711,14-44, Original to Follow: Dyes ONo Job Number: /99 - Zs;'9— a oo FAX Completed by: 4a-97M Response: Not Necessary C7 Needed within 24 hours d Needed Immediately 0 The information contained in this faeslmile message is privileged and confidential iutformation intended only for the usC of the individual or cntky named above. If the reader of this message is not the intended recipient, or the employee or agent responsible to dtlivcr it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this commutdcatian is strictly prohibited, if you have received this communication in error, please imrnediateiy notify us by telephone, and return the original message to us at the above address via the U.S. Postal Service. "bank you. Serving Florida Since 1977 MAR 15 '95 17:10 ICING ENG ASSOC INC KING ENGINEERING ASSOCIATES, INC. Consulting Engineers - Surveyors 24945 U.S. 19 North CLEARWATER, FLORIDA 34623 (813) 791 -1441 "�% P. 2/2 JOB )fr y_ ! L lk ' 'T ?' T ii I, SHEET NO­ I OF 1 �../� S CALCULATED 9V _5,_..,R DATE 1 !•� CHECKED BY_ _ „` DATE,„ „_� SCALE FROOkT2*1I &NLSoea)M-1(Pnvjw)I *) K. C( OIdi1. Mm. 01471.ToWderPWNE TOLL NU1d0o-22,M ?if, C. 9L 1. - rp. TF Gam... 19 S f ? � �. �( � .....X � •�S X 0,75....._ 6, 1r u �r ?7 tGt.-r.: .� ".:. 70. 1 �' -7 1-7. .... .. ,... ,, 4 .. ISM; 77, Bo 3 Z0 (v� � as f r -T-C7 GOuN.T .. F:t .... - 110 WA-ffD P LA'?�1 'Z cr e7 'D N P.�Y.CM s ss uM Yp .. 8 g." r ..►M. r'lls..` T' 'U caw it FROOkT2*1I &NLSoea)M-1(Pnvjw)I *) K. C( OIdi1. Mm. 01471.ToWderPWNE TOLL NU1d0o-22,M ZOL 00 Ta!HS 03TfjkjD1A7 _:,TAQ Vo c3XMjH3 Dhll D02EP DM3 01:71 ' ' 1 ';4 1 .DI41j83TXIO099A O�li M- nownue - Mot, n 3 BnilluM60 k, ritiom ei -2%p,%e,4g E0,4Z A01530A ,93TAWWJO 14,41-LeT (EIS) X.A T'J QM 0—T q�r QI 7� ig � 9T !�Z�sr C,5TWAJ91 X.A T'J QM 0—T q�r C<5i12/2002 11:55 LINCOLN COMMERCIAL PROPERTIES 17275624576 NO.066 901 Now Facsimile Cover Sheet. To: Scott Kurleman Company: City of Clearwater Phone: Fax: 727.562 -4576 From: Darlene Halm a 0 r a W aCC dt NW W U 3 �t C-3 °' _' 2 Wo yI r_ wv W C 0 z, l (�_�err- d"lv�•w 46V� Company: Clant c/o Lincoln Commercial Properties Phone: (407) 862 -9990 Fax: (407) 862 -2899 3360 Date: June 12, 2002 Pages including this 2 over page: Comments: Please find attached notice we received yesterday by certified mail. (It had went to wrong PO box and we just signed for it yesterday). Having just received this, there is no way to comply by 617102. We are currently reviewing the situation to see what needs to be done as per your notice. Please fax me back some kind of confirmation that we have responded to your request. Thanks. 3-2P,o( C�5/12i2002 11:55 LINCOLN COMMERCIAL PROPERTIES � 17275624576 NO.066 P02 w- Ci'rV Of CLEARWATER L MUNICIPAL SERVICES BUILDING, 100 SOU'T'H MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER. FLORIDA 33758 -4748 • I Telephone (727) 562 -4567 Fax (727) 562.4576 PLAWNO 09?ATITMP4 lNOTICF, OF VIOLATION CDC2002.00084 51171zooz dscape /tree ordinance and landscape plan submitted at the time of The below referenced site is in non- compliance with the Ian ort should be directed to Scott Kurlerrian At 727 - 562 - 4746development or modification. Questions concerning this rep development SITE; TIAS TEX MEX CLANT INC P0 'BOX 916464 LONGWOOD, FL 32791 ADDRESS OR LOCATION OF VIOLATION: 2660 GULF TO BAY BLVD LEGAL DESCRIPTION: PARK PLACE OUTPARCELS PARCEL 13 DATE OF INSPECTION: PARCEL: 17-29 - 16-66373 -000 -0020 Section of City Code violated: 1-11-20-15L. Facts behind violation: "LANDSCAPE COVER" All landscaped areas must be covered with shrubs, ground cover, turf, three inches of organic mulch or other suitable material which permits percolation. Where mulch is used, it must be protected from washing out of the planting bed. Inorganic mulch, such as gravel or rock, should only be used where washouts Occur. Plastic sheets shall not be installed under mulches. section of City Code violated: 3 -1 4.I Facts behind violation.. and Seve a51 BILITYnOR for LANDSCAPE MAINTENANCE* ` The owner and tenant, if any, are jointly the regular and continuous maintenance and protection of all required landscaping, Including the irrigation system, which shall be maintained in a healthy growing condition so as to present a neat and orderly appearance, free from refuse, debris and weeds. MISSING Section of City Code violated: 3-120 Facts behind violation:DEAD, DECLINING, keeping AND DISEASED landscaping p�Nequirements at the time of orriiginal planting nd Inriaccoord accordance type in with the approved with the q landscape plan. Specifically, replace (7) live oaks, (8) sable palms and approx. (200) shrubs per the approved landscape plan. Landscape shall be maitained In a healthy live growing condition so as to present a neat and orderly appearance, free from refuse and weeds, THE VIOLATION CITED ABOVE MUST BE CORRECTED PRIOR TO 61712002, FAILURE TO CORRECT THE ABOVE LISTED VIOLATION BY THE DATE INDICATED, OR RECCURENCE OF THE VIOLATION AFTER CORRECTION, WILL RESULT IN A LEGAL ACTION BY THE CODE ENFORCEMENT BOARD OF THE CITY OF CLEARWATER OR BY THE PINELLAS COUNTY COURT, SUCH ACTION MAY RESULT IN A FINE. THE ALLEGED N FOR THE REASONABLE PROSECUTION AND THE ADM NSTRATIVE HEARING SHOULD THIS PERSON BE FOUND GUILTY OF THE VIOLATION. Inspector Signature DATE MAILED: 5/17/2002 INSPECTOR: Scott Kurleman: INSPECTOR TELEPHONE: 562-4746 CC; \CLWNovBasic2.rpt . F fn r� mm, Ms. Terry Finch City of Clearwater Environmental Department P.O. Box 4748 Clearwater, FL 33518 Re: Park Place - Tract IIA of Phase 1 Dear Ms. Finch: King Engineering Associates, Inc. 214; V.S. 19 North CGearwater. Roddo 33575 -289/- Phone (813) 791 -144' Pursuant to our meeting on July 15, 1986 concerning the above referenced project, enclosed is a letter from Metro Development Corp. agreeing to the planting of wetland species in the areas discussed during our meeting. We assume that upon receipt of this letter, the Environmental Department can approve the Construction Plans for this site. Thank you for your assistance on- this project. Very truly yours, Richard D. Harris, P.E. :rp Encl. cc: Mike Ruskin, Metro Development Corp. File 162- 001.410 ,t ►� 2 5 10 -+ PUBLIC Diu m S DEPT. `�CB v RnC�eS�p E, �B G 3R Q DGY_` � ii 1. 1 G TC3 G JV`ri G Vd3S G �+R GAB C =, RJ U —'"'s LJ BT G AVM 7 DFi F 3 u�v COPIES TO: -- EILE /DESIG. FILE /CROSS -RE=. --- -- T July 22, 1986 Mr. Richard D. Harris, P.E. King-Engineering Associates, Inc. 2145 US 19 North Clearwater, FL 33575 RE: PARK PLACE - TRACT IIA OF PHASE I Dear Richard: :, "Wort I "Inia" , l: U UL 3 !!a As per the request of the City of Clearwater, Metro Development Corporation agrees,to add aquatic planting to construction plans for the above referenced project. The plans will show aquatic planting at the littoral shelf within the detention pond shown on the plans by Post, Buckley, Schuh and Jernigan and dated November 11, 1983, and the east bank of the detention pond between elevations.23.0 and 25.-0. The plantings will consist of species of wetland plants, installed on 3 °0" centers. The total coverage will be approximately 6500 sq.ft. We understand that once this letter is received by the City, the construction plans will'be approved. If there is any additional information you require, please let me know. Sincerely.,. METRO DEVELOPMENT CORPORATION OF TAMPA BAY Michael P. Ruskin Vice President - Construction MPR:bac cc: 860- Engineering Bill. Lane Jack Weeks Meuo A � o; U-p2 im 31 i Wart lie Boul%z*C. Suit` 240 hmm-n r. frotidz 335>< QnarwaL- (M3) 799-1014 T r i 11c KlOfryf -- tidl,`� C .I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 33518 Office of Parks & Recreation Phone: 813 462 -6747 RESOURCE DEVELOPMENT COMMITTEE REVIEW Date: September 21, 1983 Subject: FINAL SITE PLAN - Park Place - Metro Development Corp. Tract 1 of Phase I Gulf to Bay at.U. S. 19 Reviewed by: Chris A. Cowles, City Forester Extensive work was done on the site in locating the existing trees. These were noted by two types of marking to designate the average tree from the more valuable trees with regards to species and con - dition. According to the engineer., the tree survey showing these two designations was used in making determinations as to trees to 1 remain and trees to be removed during final design considerations. 't/rf�► Preferably, this information should be gathered before the pre- liminary site plan, in order to allow the designers more options and flexibility in designing with existing trees on the site. Numerous small trees or below average trees were not included in the survey, but should be allowed to remain within the green areas and in parking lots wherever possible. On page one (1) containing t -he three (3) buildings with the court yard, there are approximately 80 trees to be removed for the build- At � ings themselves, and approximately 32 to be removed in pavement �• areas for a total of 112. The owners have expressed a great desire to relocate as great a number of these as possible. Prior to Tree Removal Permitting, the approximate numbers of transplants should be determined. 1�Y < Similarly on page two (2), approximately 18 trees are to be removed �� G✓ V4- for the building and 148 for the pavement areas. Likewise, the number of approxiamte transplants should be determined on this site. I "Equal Employment and Affirmative .Action Employer" RESOURCE DEVELOPMENT COMMITTEE REVIEW - Cont'd Park Place ­Metro Development Corp. Of those trees projected to remain on the site, a large percentage will be impacted by grade and fill, pavement, underground utilities construction, and building construction. On page one (1), approxi- mately 40 trees will be impacted by construction. An average of 15 inches in diameter was calculated for these trees and a value of $2,400 per tree was calculated using the "Guide for Establishing Values of Trees and Other Plants" prepared by the Council of Tree and Landscape Appraisers. This covers a total of approximately $97,000 worth of trees that will be impacted by construction. Proper care must be taken both to protect these trees during construc- tion and to prescribe the appropriate treatment necessary in order to keep these trees healthy. These details must be submitted prior to Tree Removal Permitting and should include the arboricultural treatments needed for each tree to compensate for the impact of con- struction. These include root feeders, grade changes, root pruning, tunneling for utilities, substitutions for the lime rock base, etc. i Similarly, on page two (2) approximately 60 trees will be impacted by construction. These trees have an average of 16 inch diameter and a value of $3,000 per tree for a total of approximately $176,000. Money spent on protecting and treating these trees and the technical service necessary would be considered a worthwhile investment when a value of $270,000 is considered for this amount of existing land- scape material. i Further time spent on site by the City Forester will be limited to technical advise and inspection only, due to numerous other projects and possible conflict with private forestry consultants. -2- R C-REG02--02--08 -02 C I T Y 0-F C L E A R W A T E R Environmental Management April 25, 1994 Mr. Mike Steinback King Engineering Associates, Inc. 24945 U.S. 19 N Clearwater, FL 34623 Re: Park Place Out Parcel Dear Mike: POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 This letter is to summarize the results of our field inspections of April 15 and 22, 1994 at the subject property. The purpose of the inspections was to review the proposed site plan with respect to tree preservation. In general live oak trees, if protected from damage during construction, will adapt well in parking lots; however camphor trees do not do well. Consequently tree preservation efforts should be concentrated on the live oak trees rather than the camphor trees. Many of the proposed interior landscape islands contain camphor trees or other trees of .poor quality. This provides an opportunity for parking space trade -offs to preserve more of the better quality oak trees. In addition, the site plan provided shows parking spaces well in excess of that required by code. On sites such as this which contain a large number of healthy trees, city policy typically discourages excessive parking at the expense of trees and green space. As you are aware, the city's tree protection ordinance allows 25% of the existing diameter inches on a site to be removed prior to replacements being required...The required replacement inches are calculated as follows: Existing Diameter at Breast Height (EDBH) x .75 (25% allowable removal)= Inches required on site. From this, the number of inches to remain on site (RDBH) is subtracted to obtain the required replacement inches. All trees planted as a part of the site landscaping count towards satisfaction of the required replacement inches. Credit may also be given for creative site design efforts to preserve trees, or use of tree care techniques above what is required by the tree ordinance to assure that the trees to remain 04 "Equal Employment and Affirmative Action Employer' survive the construction process in a.healthy growing condition. Any remaining deficit shall be met by paying a fee to the city tree bank. The fee is equal to $84 per two diameter inches of deficit. On this particular site, the tree removals will exceed the 250 allowable removal and replacements will be required. Even considering possible credits, it appears that there may be a substantial replacement.fee involved. . Specific observations made during the inspections are as follows: Dual Drive - through Restaurant Parcel: 1. Shifting of the restaurant building and drive - through lanes to the east would allow preservation of the 4 ",7 ",44" and the 20" oak (✓trees which are located in the east drive- through lane. 2. The 22" and 23" oak trees located in the large island east of the building are priority trees and should be further protected by expansion of this island to the north. 3. The 24" oak tree located 60 feet north of the building could ,A/be incorporated into the divider island and the 25" poorer quality oak tree in the northwest corner removed. 4. The cluster of small oak trees being preserved in the large island along the east property line does not contain any high ✓ quality trees and could be encroached on to recover parking spaces lost elsewhere. Tia's Parcel: 1. The 43" oak tree' southwest rather than the 46" camphor tree 41,12. The island north of .the 46" save the 14" oak tree. 3. The possibility of saving building should be explored. of the building should be saved to the west. camphor tree should be reversed to the 44" oak tree north of the 4. The island around the 20" oak tree in the southeast corner of ,,,,the parcel should be enlarged. The parking could be replaced in any of the islands which contain camphor trees. Ruby Tuesday Parcel: _/ 1. The building should be shifted to provide additional protection to the 14 ",14" oak tree being preserved north of the building. 2. The possibility of saving the 20" oak tree in the drive © northeast of the building should be explored. 3. One or more islands should be provided in the easternmost row <(z of parking to preserve some of the oak trees. Mozzarella's Parcel: One or more islands should be provided in the row of parking " on the west side of the building to preserve some of the oak trees. 2. The natural area to be preserved immediately north of the building should be selectively cleared to leave as much of the natural vegetation as possible. w Retention Pond: \ 1. Dependant on storage volume requirements, the bank could be realigned to save additional oak trees in the southeast corner. Thank you for the opportunity to provide early input into the site plan development for this. highly Visible site. Incorporation of as many of the quality live oak trees as possible into the site design will provide long term environmental and aesthetic benefits. If you have any questions or need additional information you can contact me at 462 -6382. Very Truly You sXn,P.E. Michael D. Quill Water Resource Engineer N: \DATA \WPFILES \MICHAEL \P.PO.MDQ MDQ:mq C I T Y O F C L E A R W A T E R. POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618.4748 October 22, 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: Park Place 311 -420 Park Place Blvd. OWNER: Metropolitan Life Ins. Co., c/o CLW Realty Asset Gp. OWNER REP.: Mark Wilkins INSPECTION DATE: 10/22/93 PASSED DEFICIENCIES: None at this time, site meets code requirements. CODES VIOLATED: NONE COMPLIANCE DATE: NONE RECOMMENDATIONS: Continue to maintain landscaping to insure future compliance. 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' 2 I' i A &FA 4 -WAN 11 (1 -7 lit °I 1 l if 11 2Z 0 z� Z Z_- - c�'- LcHA - Z6-1 _ t -7 --1 Z-3-1 z3 21,4 IWO 73?J. _ i A--= Ee�-rf ec t Soy, 2, live '1 5gba� Pa M 2 6`d0 G-wtf k��Y to DrA & s c 3 % n &I, k c9 C� rw�r W "if q,�+s s in� �b�1 Pals 213 pwocf Ek5+ �uir�cr Nodb. �tf1MV� Wwci.<i� IIcccyc rvj �je 5 deru, a-,i, Nzrll-� 4 . 3r-ki55hto pa(C�� QPIIMci� 5 jt4 zowe" vise ZpNos CAVc fvopasen Me " W c3o 1"V c- 3w (A 6j ng!"J qq,x j-7 ° pfio,(-EC E 6A �; ) � 6 7 rA 3 4Z 0o -200. .> a3a S�-/ t7L 46 F , c I- I THE %NATURE OF THE GUAUTY CONTROL OFFICER IN THIS SPACE INDICATES THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED AND THAT CONSTRUCTION IS AUTHORIZED TO COMMENCE. t. 24 CRAPE MYRTLE (TOTAL PARCELS "C" AND "D") 41rea's ah'i It I(407) 862-9990 NO, I A REVISICINS c I- I THE %NATURE OF THE GUAUTY CONTROL OFFICER IN THIS SPACE INDICATES THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED AND THAT CONSTRUCTION IS AUTHORIZED TO COMMENCE. t. 24 CRAPE MYRTLE (TOTAL PARCELS "C" AND "D") 41rea's ah'i It I(407) 862-9990 NO, DATE REVISICINS 0 10 20 40 It mw.."Ai --- I SCALE- I" = 20' PLANT LEGEND SABAL PALM (n FLORIDA ANISE 0 WAX MYRTLE 0 DWARF YALIPON HOLLY DWARF FAKAHATCHEE GRASS Ns. 6" i Y ti 0 10 WEEPING YAUPON HOLLY (TOTAL PARCELS "C" AND "D") iANDSCAIE l'Rf,.NTAlF,'N-T Rr,oUIRF,b Kill 50,�,o m�= fa ILI 0 0 13,14 is 17,18 TREE LEGEND (THIS SHEET ONLY) EXISTING. TREE SPECIES �XISTIN-G- 6.9 E it ILI 0 0 13,14 is 17,18 TREE LEGEND (THIS SHEET ONLY) EXISTING. TREE SPECIES �XISTIN-G- 6.9 I LANDSCAPE ORDINANCE REQUIREMENTS (CITY OF CLEARWATER, FLORIDA) PARCEL "A" PERIMETER LANDSCAPE REQUIREMENTS A. ABUTTING NON-RESIDENTIAL PROPERTY 1. NORTH PROPERTY EDGE VEHICULAR USE AREAS a. BUFFER LENGTH = 106' I. b. BUFFER WIDTH = 5' MIN. 5' MIN. c. SHADE TREE REQ.= 3 TREES 8 TREES d. SHRUB REQ. = 35 SHRUBS @ 3' O.C. 2. EAST PROPERTY EDGE EDGE a. BUFFER LENGTH =133' BUFFER LENGTH =199' c. b. BUFFER WIDTH = 5' MIN. 5' MIN. c. SHADE TREE REO.= 2 TREES 5 TREES d. SHRUB REQ. = 44 SHRUBS @ 3' O.C. 3. WEST PROPERTY EDGE 1. a. BUFFER LENGTH =199' SHADE TREE REO.= a. b. BUFFER WIDTH = 5' Mft b. c. SHADE TREE REO.= 5 TREES c. d. SHRUB REQ. = 66 SHRUBS @ 3' O.C. B. ABUTTING STREET RIGHT-OF-WAY I. SOUTH PROPERTY EDGE SHRUBS @ 3' O.C. a. BUFFER LENGTH = 123' b. BUFFER WIDTH = 10' MIN. c. SHADE TREE REQ.= 3 TREES d. SHRUB REQ. = 41 SHRUBS @ 3' O.C. Willi! 111 lm_llflglg PARCEL ''B" PERIMETER LANDSCAPE REQUIREMENTS A. ABUTTING NON-RESIDENTIAL PROPERTY I. NORTH PROPERTY EDGE VEHICULAR USE AREAS a. BUFFER LENGTH = 315' I. b. BUFFER WIDTH = 5' MIN. INTERIOR LANDSCAPE AREA REQ. = 748 SF. c. SHADE TREE REO.= 8 TREES SHADE d. SHRUB REQ. -_ 105 SHRUBS �@ 3' O.C. 2. WEST PROPERTY EDGE 4. a. BUFFER LENGTH =199' c. SHADE TREE REQ.= b. BUFFER WIDTH = 5' MIN. SHRUBS @ 3' O.C. c. SHADE TREE REQ.= 5 TREES I. d. SHRUB REQ, = 66 SHRUBS @ 3' O.C. B. ABUTTING STREET RIGHT-OF-WAY 1. SOUTH PROPERTY EDGE SHADE TREE REO.= a. BUFFER LENGTH = 252' SHRUBS @ 3' O.C. b. BUFFER WIDTH z: 10* MIN. Io. c. SHADE TREE REQ.= 6 TREES BUFFER WIDTH = 10' d. SHRUB REQ. _- 84 SHRUBS @ 3' O.C. 1. EAST PROPERTY EDGE SHRUBS @ 3' O.C. a. BUFFER LENGTH = 252' b. BUFFER WIDTH = 10' MIN. c. SHADE TREE REO.= 6 TREES d. SHRUB REQ, = 84 SHRUBS @ 3' O.C. A. PAVED VEHICULAR USE AREAS A. PAVED VEHICULAR USE AREAS I. PAVED AREA = 12,478 S.F. I. PAVED AREA = 51,431 S.F. 2. INTERIOR LANDSCAPE AREA REQ. = 748 SF. 2. INTERIOR LANDSCAPE AREA REQ, = 3085 S.F. 3. SHADE TREE REQ. = 4 TREES 3. SHADE TREE REQ. = 15 TREES 4. SHRUB RECD. = 42 SHRUBS @ 2' 0,C. 4. SHRUB REQ. = 171 SHRUBS @ 2' O.C. 1. U 0 rl k U I A IVI r- I r- t-f U t- r- A:Z) I rl t:. I Ij rl 1 IN FAHCEL A PARCEL B PARCELS C D A. EXISTING TREE DBH ON SITE (EDBH) 858" 1858- 3390" B. PROPOSED TREE DBH TO BE REMOVED = 263" 1181" 2280" C. AMOUNT OF EX. TREE DBH REMAINING (RDBH) = 595- 677'' 1119" TREE REPLACEMENT FORMULA- SHRUB REQ. = 153 SHRUBS @ 3* O.C. 2. TRF = (.75 X EDBH) - RDBH EDGE a. BUFFER LENGTH = REPLACEMENT TREE DBH 48, 716 , 5 14 2 3.5 AND THAT CONSTRUCTION IS AUTHORIZED TO COMMENCE. PARCELS "C'' + I'D'' I. PERIMETER LANDSCAPE REQUIREMENTS A. ABUTTING NON-RESIDENTIAL PROPERTY 1. NORTH PROPERTY EDGE a. BUFFER LENGTH = 459' b. BUFFER WIDTH = 5' MIN. c. SHADE TREE REQ.= 11 TREES d. SHRUB REQ. = 153 SHRUBS @ 3* O.C. 2. EAST PROPERTY EDGE a. BUFFER LENGTH = 345' b. BUFFER WIDTH - 5' MIN. c. SHADE TREE REQ.= 9 TREES d. SHRUB REQ. = 115 SHRUBS @ 3' O.C. B. ABUTTING STREET RIGHT -OF -WAY I. SOUTH PROPERTY EDGE o. BUFFER LENGTH = 423' b. BUFFER WIDTH = 10' MIN. c. SHADE TREE REO.= 11 TREES d. SHRUB REQ. = 140 SHRUBS @ 3' O.C. 2. WEST PROPERTY EDGE Io. BUFFER LENGTH =289' b. BUFFER WIDTH = 10' MIN. c. SHADE TREE REQ. = 7 TREES cl. SHRUB REQ. = 96 SHRUBS @ 3' O.C. A. PAVED VEHICULAR USE AREAS I. PAVED AREA = 0 2. INTERIOR LANDSCAPE AREA REQ. = 0 3. SHADE TREE REO.= 0 4. SHRUB REQ. = 0 PARCEL E 1732" 1481'' 251" 1048" LANDSCAPE ORDINANCE REQUIREMENT NOTES., I. SPECIES SELECTION A. TREES I. 75% OF TOTAL TREE REQ. SHALL BE NATIVE TO NORTH/CENTRAL FLORIDA. 2. 50% OF TOTAL SHRUB REQ. SHALL BE NATIVE TO NORTH/CENTRAL FLORIDA. 3. ALL PALMS REQ, SHALL BE NATIVE TO NORTH/CENTRAL FLORIDA. 4. 50% OF TOTAL TREES, SHRUBS, AND PALMS SHALL BE XERISCAPE SPECIES. 5. 1 SHADE TREE = 2 ACCENT TREES I SHADE TREE = 3 PALMS 11. GRADES AND STANDARDS OF VEGETATION INSTALLED A. SHADE TREES AND ACCENT TREES = MIN. 8' O.H., MIN. 1-112" CAL. B. PALMS = MIN. 8' CLEAR TRUNK (MEASURED FROM ROOT COLLAR TO BASE OF FRONDS). C. SHRUBS = MIN. 18" HT, D. GROUND COVERS AND VINES = MAX. 24" - 30" SPACING E. SOD = ARGENTINE BAHIA PARCEL PARCEL PARCEL PARCEL SYM. ABB. "A­ ­13" "C + D" "E" BOTANICAL NAME 0 0 9 COMMON NAME TAXODIUM DISTICHUM BALD CYPRESS QUERCUS VIRGINIANA LIVE OAK ACER RUBRUM RED MAPLE SPECIFICATIONS (HT. X SPD.) MIN. 8' O.H. , 2-1/2" CAL. MIN. 8' O.H. 2-1/2- CAL. MIN. 8' O.H. 2-1/2- CAL. 0 I , CONTAINER GROWN SHRUB EXISTING SOIL ,t! if), -LANDSCAPE SPECIFICATIONS I. The work consists of the complete plant materials as shown on the drawings and specified 7. T 5DJI. herein. this work shall Include the furnishing of all labor, equipment, materials and appliance required for the landscape and irrigation installation as shown on the plans. The The contractor Is responsible for assuring that all plant material and lawns are planted in " work shall also include the maintaining of all plants and planting areas until acceptance by approved topsoil-to the specified depths and as shown on the planting details. , . .8. J. the Owner and the fulfilling of all guarantee provisions specified herein. A. Topsoil shall be fertile, natural topsoil, typical of the locality, obtained from well- 2. GRADE STANDARDS AND OUALITI'� drained areas. Stockpiled topsoil may be used. It shall be without admixture of subsoil or stag and shall be free of stones, lumps, sticks, plants or their roots, toxic substances All plants shall be nursery grown and shall comply .with all required inspection, grading or other extraneous matter that may be harmful to plant growth or would interfere with standards and plant regulation as set forth in the Florida Department of Agriculture future maintenance. "GRADES AND STANDA,�F DS FQR NURSER PLA i ". PARTS I AND 2, INCLUDING REVISIONS. B. Soil Testing - Contractor shall be responsible for testing soils in order to make adjustments In ph and organic content for proper - plant culture. A. The minimum grade for all frees and shrubs shall be Florida No. I unless otherwise indicated and all poonts shall be sound, healthy and vigorous, well branched and shaped C. Soil Amendments /pH - Contractor sholl note pH range preferred by shrubs and amend within normal habitat or growth, or proper color, and densely foliated when in leaf. soils accordingly. Sulfur shall be added to planting soil at a rate of i pound of sulfur CONTAINER GROWN TREE They shall have healthy, well developed root systems and shall be free of disease and per 304 square feet to lower the pH one -half point. For azaleas add I pound of ferrous insect pests, eggs or larvae. sulfate with the sulfur. 8, Mulch - Mulch to be used shall be meloluca mulch. 100% organic fibrous -type, grade "B" B. All sod shall be Florida Premium Grade as defined by the Turf ross or better, as -by Forestry Resources, Inc. (813)332 -3966, clean pine tree straw, or recycled Producer's Association of Florida, P.Q. Box 146, Okeechobee, L 34973 and "Shall mulch as manufactured by Recycled Wood Products (813)832 -3634. Contain only the species and variety of turfgrass shown on the sales slip, and no weeds nor forel n rasses (i.e.. no other varieties insect stress). Certification as to type of be to the landscape 9. Sod shall be Pas alum notatum - "Argentina bohia" placed in areas as shown on plan. rass an of er requirements shall made and submitted architect. Grass sod shall a well matted with gray roots. Gross sod in 12" x 14" (preferred) he sod shall be neatly mowed and be mature. enough that when grasped at one end rectangles, have a minimum thickness of 2 ", and shall be fresh, live and uninured at it can be picked up and handled without damage. plan #r g time. Sod shall be free of weeds and other grasses, having sufficlen soil mat to adhere firmly to roots in order to withstand all necessary handling. Damaged sod will be . All materials and equipment shall be installed in a neat and workmanlike manner. The rejected. Any necessary replanting shall be done within 48 hours after time of harvesting Owner or his Landscape Architect reserves the right to direct the removal and replacement or sod shall be kept damp until planted. of an items which, in his opinion, do not present an orderly and workmanlike appearance, prov( ed that such items can be installed properly using usual methods. iO. SODDING SCHEDULE: 4. Preserved Vegetation - Areas shown as preserved vegetation shall be protected during A. Soft spots and inequities in grade shall be corrected before beginning sod work and soil construction and selectively pruned or trimmed of edges to accomplish intent of landscape shall be watered to a depth of 6 inches. plan. In no case, however, should any existing vegetation shown to be preserved be disturbed or removed. B. Sod shall be laid without voids. Sod shall be thoroughly watered. The surface shall be 5. LANDSCAPE MAiM1 NANCEti true to finished grade, even and firm at all points. A. The Landscape Contractor shall maintain his finished work from the time the C. Sod shall be planted with staggered "joints closely butted, tamped or rolled to an even Installation Is complete to the time of final acceptance by the owners representative. surface at the required finished grade. Avoid continuous seam along line of water flow in swales. Sod shall be installed In rows of right angles to slope. B. important, It Is the landscape contractor's responsibility to determine water application rates and timer cycling and to have rates and cycling op roved by the landscape The irrigation instruct the D. Fertilize. architect. contractor shall landscape contractor on the operation and programming of the controller. II. All new furnished trees shall a lamb vertically t the time the are installed to within a tolerance of 3 degrees from vertical. Trees which are foun not to be vertically aligned will 6. FER!!21 E ffi not be accepted. A. For sodded areas the contractor shall apply superphosphate (0 -0 -45) of a rate of 3 12. An automatic underground irrigation stem shall be provided for all planted areas of the lbs. /1,000 sq. ft. immediately prior to laying sod. The fertilizer shall be mixed with the site (as shown on irrigation plan) w th components, i.e., circuits, heads, valves, controller, soil to a depth of approximately 4 Inches. etc., designed so as to provide 100% coverage with no dry spots and minimal overspray in paved areas. B. The contractor shall lace 21 ram fertilizer fables (20 =10- analysis) 3 inches beta the top of root ball as followsti per {gallon container, 2 per 3 gallon container, 3 per 7 1. Installation of the Irrigation system shall occur prior to planting and shall utilize materials g y p P 9 gallon container, 4 per 15 gallon container, etc. for a ready planted tree, the contractor and exhibit workmanship typical in the industry. The irrigation installer shall coordinate shall place I tablet per 1/2 inch of free caliper with other construction disciplines to install required sleeves prior to the construction of parking, sidewalk, curbs, wall and other improvements. Irrigation controller is to be located C. For rossing and mulching - commercial fertilizer shall be type I unless otherwise called in the rear service area at the direction of the owner or owner's representative. for y the owner's representative. The chemical designation of fertilizer shall be 12 -8 -8, with at (east 0% of the nitrogen from a non water - soluble organic source. Fertilizer 1. Prior to the preparation of planting areas, the Contractor shall ascertain the location of all Damage shall be spread uniformly over the area to be seeded, of the rate of 800 to 1000 pounds utilities. caused by the Landscape and /or Irrigation Contractors to these utilities per acre. Fertilizer shall be mixed with the soil to a depth of approximately 4- Inches. or structures shall be the responsibility of the respective contractor. CIGAR CUT SABAL PALM HEADS ONLY, REMOVE ALL EXISTING FRONDS AND CUT BACK THE NEW BUD TO A MINIMUM OF 12 INCHES, HEIGHTS ARE SHOWN ON PLANS =a °- 5 LAYERS OF BURLAP (Wrapped at point of support) 00 FINISH GRADE EQUAL SPACING AS NOTED ON PLAN •�...T 3" MULCH LAYER GROUND COVER PLANTS , . .8. J. ,tea �� M 1 !� � CONTAINER GROWN TREE 68 FLORIDA ANISE (TOTAL PARCEL "A") 10 LlVr — VcAr\ (TOTAL PARCEL -13") Al DESIGNED THE SIGNATURE OF THE QUAUTY CONTROL OFFICER IN THIS SPACE QMB INDICATES THAT ALL REQUIRED DRAWN PERMITS HAVE BEEN OBTAINED DIVIB 41'10 THAT CONSTP-'CTION IS CHECKED JJG AUTHORIZED TO COMMENCE. 10 LlVr — VcAr\ (TOTAL PARCEL -13") Al REMEHUMMERREMM R I TL� T LEGEND BALD CYPRESS LIVE OAK V RED MAPLE SABAL PALM CV N °a NATCHEZ CRAPE MYRTLE �Sd � G N CHICKASAW PLUM POND WEEPING YAUPON HOLLY i 1 � . FLORIDA ANISE 0 WAX MYRTLE SCALE: 1" = 20' % 0 DWARF YAUPON HOLLY 165 WAX MYRTLE (TOTAL PARCEL "E ") 9 BALD CYFRESS (TOTAL PARCEL ..E..) 7c - 24 RED {MAPLE ' (TOTAL PARCEL ,.E..) EX. TREE CANOPY ' - 160 FLORIDA ANISE (TOTAL PARCEL -E`) T' TREE WELL T`®P. T A R K P L A E 0"' U T P A R C;6'E L S ASSOCIA*rES hVe. FOR Engineers . Planners Surveyors - Scientists . Landscape Architects LINCOLN I i Clearwater. U.S. 19 N. Salo west Kennedy Blvd. 8406 Maste A-etts Ave. 2648 STATE ROAD 434 WEST' SUITE B Cleorwoter, FL. 34623 Suite 200 Suite A -2 R' t� (813) 791 -1441 Tompo, FL. 33609 New Port Richey, FL. 34653 L O N G W O O D, FLORIDA 32779 (813) 262 -001 (813) 846 -0904 (407) 862 -9990 raa. f'• mss.' V $ lk Cn ie�i. ; +t t OCT 3# 1g44 CENTRAL PERMITT!Nu CITY OF CLEAR JA t =R JOB NO. _ F1999o2559 -000 DATE, stir; 10-23-94 SCALE. ogre Rehsraus °B D 1" = 20° of 0 i i LANDSCAPE ORDINANCE REQUIREMENTS (CITY OF CLEARWATER, FLORIDA) PARCEL ''A' I. PERIMETER LANDSCAPE REQUIREMENTS A. ABUTTING NON-RESIDENTIAL PROPERTY 1. NORTH PROPERTY EDGE a. BUFFER LENGTH = 106' b. BUFFER WIDTH = 5' MIN. c. SHADE TREE REO.= 3 TREES d. SHRUB REQ. = 35 SHRUBS @ 3' O.C. 2. EAST PROPERTY EDGE a. BUFFER LENGTH =133' b. BUFFER WIDTH = 5' MIN. c. SHADE TREE REID.= 2 TREES d. SHRUB REQ. = 44 SHRUBS @ 3' O.C. 3. WEST PROPERTY EDGE a. BUFFER LENGTH --199' b. BUFFER WIDTH = 5' MIN. c. SHADE TREE REQ.= 5 TREES d. SHRUB REQ. = 66 SHRUBS @ 3' O.C. B. ABUTTING STREET RIGHT-OF-WAY 1. SOUTH PROPERTY EDGE a. BUFFER LENGTH = 123' b. BUFFER WIDTH = 10' MIN. c. SHADE TREE REQ.= 3 TREES d. SHRUB REQ. = 41 SHRUBS @ 3' O.C. PARCEL ''B" 11. INTERIOR LANDSCAPE REQUIREMENTS 11. INTERIOR LANDSCAPE REQUIREMENTS A. '"PAVED VEHICULAR USE AREAS A. PAVED VEHICULAR USE AREAS 1. PAVED AREA = 12,478 S.F. 1. PAVED AREA = 51,431 S.F. 2. INTERIOR LANDSCAPE AREA REO. = 748 S.F. 2. INTERIOR LANDSCAPE AREA REQ. = 3085 S.F. 3. SHADE TREE REQ. = 4 TREES 3. SHADE TREE REQ. = 15 TREES 4. SHRUB REQ. = 42 SHRUBS @ 2' O.C. 4. SHRUB REQ. = 171 SHRUBS @ 2' O.C. TOTAL TREES REQUIRED = 18 TOTAL TREES REQUIRED = 40 TOTAL SHRUBS REQUIRED = 186 PERIMETER TOT. Psl_ SHRUBS REQUIRED = 339 PERIMETER 42 INTERIOR 171 INTERIOR TREE PROTECTION REQUIRE,"A'NTS a. (CITY OF CLEARWATER, FLORIDA) 716.5" 1423.5'" 1. DBH (DIAMETER BREAST HEIGHT IN INCHES) PARCEL A PARCEL B PARCELS C + D A. EXISTING TREE DBH ON SITE (EDBH) = 858" 1858 3390" B. PROPOSED TREE DBH TO BE REMOVED = 263" 1181" 2280" C. AMOUNT OF EX. TREE DBH REMAINING (RDBH) = 595" 677" 1119" TREE REPLACEMENT FORMULA: AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. TRF = (.75 X EDBH) - RDBH EAST PROPERTY OX. a. REPLACEMENT TREE DBH = 48.5" 716.5" 1423.5'" DESIGNED THE SIGNATURE OF THE QUALITY 1. CONTROL OFFICER IN THIS SPACE DMB ci. BUFFER LENGTH = INDICATES THAT ALL REQUIRED DRAWN BUFFER WIDTH = 5' MIN. c. PERMITS HAVE BEEN OBTAINED DMB AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. JJG EAST PROPERTY OX. a. PARCELS "C'' + ''D" 141, a vilsonlolow011 A. ABUTTING NON-RESIDENTIAL PROPERTY 1. NORTH PROPERTY EDGE ci. BUFFER LENGTH = 459' b. BUFFER WIDTH = 5' MIN. c. SHADE TREE REQ.= 11 TREES d. SHRUB REQ. -_ 153 SHRUBS 1@ 3' O.C. 2. EAST PROPERTY EDGE a. BUFFER LENGTH = 345' b. BUFFER WIDTH = 5' MIN. c. SHADE TREE REQ.= 9 TREES d. SHRUB REQ. = 115 SHRUBS @ 3' O.C. B. ABUTTING STREET RIGHT-OF-WAY 1. SOUTH PROPERTY EDGE a. BUFFER LENGTH = 423' b. BUFFER WIDTH = 10' MIN. c. SHADE TREE REQ.= 11 TREES d. SHRUB REQ. = 140 SHRUBS @ 3' O.C. 2. WEST PROPERTY EDGE o. BUFFER LENGTH = 289' b. BUFFER WIDTH = 10' MIN. c. SHADE TREE REQ.= 7 TREES d. SHRUB REQ. = 96 SHRUBS @ 3' O.C. INTERIOR LANDSCAPE REQUIREMENTS 11. INTERIOR LANDSCAPE REQUIREMENTS PLANT LIST C) T Y OTY OTY CITY LANDSCAPE ORDINANCE REQUIREMENT NOTES: A mil a ILI 6w&mJ go N' 0 fflmld"%m6m&dQff IBM- I or-imuu_ 1 r-\[:.u_ = -_ Hl.l CIV 1 1 I SHADE TREE = 3 PALMS II. GRADES AND STANDARDS OF VEGETATION INSTALLED A. SHADE TREES AND ACCENT TREES = MIN. 8' O.H., MIN. 1-112" CAL. B. PALMS = MIN. 8' CLEAR TRUNK (MEASURED FROM ROOT COLLAR TO BASE OF FRONDS). C. SHRUBS = MIN. 18" HT. D. GROUND COVERS AND VINES = MAX. 24" - 30" SPACING E. SOD = ARGENTINE BAHIA A mil a ILI 6w&mJ go N' 0 fflmld"%m6m&dQff IBM- a� D 7. TOPSOIL: The contractor Is responsible for assuring that all plant material and lawns are planted In approved topsoil to the specified depths and as shown on the planting details. A. Topsoil shall be fertile, natural topsoil, typical of the locality, obtained from well- drained areas. Stockpiled topsoil may be used. It shall be without admixture of subsoil or slag and shall be free of stones, lumps, sticks, plants or their roots, toxic substances or other extraneous matter that may be harmful to plant growth or would interfere with future maintenance. B. Soil Testing - Contractor shall be responsible for testing soils in order to make adjustments In ph and organic content for proper - plant culture, C. Soil Amendments /pH - Contractor shall note pH range preferred by shrubs and amend soils accordingly. Sulfur shall be added to planting soil at a rate of I pound of sulfur per 300 square feet to lower the pH .one -half point, For azaleas add I pound of ferrous sulfate with the sulfur. 8. Mulch - Mulch to be used shall be meloluca mulch. 100% organic fibrous -type, grade "B" or better, as -by Forestry Resources, Inc. ($13)332 -3966, clean pine tree straw, or recycled mulch as manufactured by Recycled Wood Products (813)832 -3634, 9. Sod shall be Pospolum notatum - "Argentina bohio" placed in areas as shown on plan. Gross sod shall be well matted with gray roots. Grass sod in 12" x 14 "" (preferred) rectangles, have a minimum thickness of 2' and shall be fresh, live and uninjured at planting time. Sod shall be free of weeds and other grasses, having sufficient soil mat to adhere firmly to roots in order to withstand all necessary handling. Damaged sod will be rejected. Any necessary replanting shall be done within 48" hours after time of harvesting or sod shall be kept damp until planted. 10. SODDING SCHEDULE, A. Soft spots and inequities in grade shall be corrected before beginning sod work and soil shall be watered to a depth of 6 inches. B. Sod shall be laid without voids. Sod shall be thoroughly watered. The surface shall be true to finished grade, even and firm of all points. C. Sod shall be planted with staggered joints closely butted, tamped or rolled to an even surface at the required finished grade. Avoid continuous seam along line of water flow in swales. Sod shall be installed in rows at right angles to slope. D. Fertilize. 11. All new furnished trees shall be plumb vertically at the time they are installed to within a tolerance of 3 degrees from vertical. Trees which are found not to be vertically aligned will not be accepted. 12. An automatic underground irrigations stem shall be provided for all planted areas of the site (as shown on irrigation plan) with components, i.e., circuits, heads, valves, controller, efc., designed so as to provide 100% coverage with no dry spots and minimal oversproy in paved areas. 13. Installation of the irrigation system shall occur prior to planting and shall utilize materials and exhibit workmanship typical in the industry. The irrigation installer shall coordinate with other construction disciplines to install required sleeves prior to the construction of parking, sidewalk, curbs, wail and other improvements. irrigation controller is to be located in the rear service area at the direction of the owner or owner's representative. 14. Prior to the preparation of planting areas, the Contractor shall ascertain the location of all utilities. Damage caused by the Landscape and /or Irrigation Contractors to these utilities or structures shall be the responsibility of the respective contractor. 15. All plant material shall be container grown. U I _11. a DESIGNED THE SIGNATURE OF THE QUALITY DMB U CONTROL OFFICER IN THIS SPACE INDICATES THAT ALL REQUIRED DRAWN PERMITS HAVE BEEN OBTAINED DMB AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. JJG Q.C. PARK s OUTPARCELS FOR i TREE LINCOLN COMMERCIAL PROPERTIES r 2648 STATE ROAD 434 WEST, SUITE B DBH PLAN LONGWOOD, FLORIDA • 862-9990 +]■ �+Z�Ti[�1 0 II Il al III 111 III i Y III CONTROL OFFICER � i 7 i I ' ■ • ° • i TREE LEGEND (THIS SHEET ONLY) EXISTING TREE SPECIES I EXISTING TO REMAIN (UNLESS OTHERWISE NOTED) ITO BE REMOVED 0 OAK' 0 PINE CAMPHOR YY UNKNOWN 0 MAPLE CAMPHOR ,r r' d { OCT 3 1 14g4 .� 12- J -1 CENTRAL PER N11171;v' G.3 CITY OF CLEAR �1VATE �_ I 47 TFV W, n Exlsl 12 "AIM. GULF Tu BAY BL\M7:��� �R' 20 hms"N." L E G E N Du 7ti EXISTING PROPOSED SANIIARY SEWER LINE 1. THE GENERAL INTENT IS TO PRESERVE A SIGNIFICANT AMOUNT OF EXISTING TREE TREE SANI-ARY MANHOLE 10.001 WATE', MAIN 915e FIRE HYDRANT 600 __f, STORI SEWER LINE L STOR• INLET AND ENDSECTION N/A OVER—AND FLOW DEVELOPED BY A REGISTERED LANDSCAPE ARCHITECT. THESE STANDARDS WILL BE N/A SWAL ISSUED TO ALL PERSONNEL AT THE JOB SITE ALONG WITH ADEQUATE INSTRUCTION, ON 2. EASEMENTS REQUIRED FOR ANY PUBLIC OWNED UTIITIES OR SERVICES N/A FINI_dHED GRADE SPOT x PROPOSED IN CONNECTION WITH THE DEVELOPMENT TO BE PROVIDED EL:VATIONS TRANSPLANTING WILL BE DONE AFTER CAREFUL EVALUATION OF THE TAXOMO C NI N/A CONTOURS CONDITION OF THE MATERIAL UNDER THE SUPERVISION OF A REGISTERM LANDSCAPE 3, ALL PARKING SPACES ARE 9' X 19', HANDICAPPED SPACES ARE ARCHITECT ASSISTED BY THE EXPERTISE OF SPECIAL CONSULTANTS AND IN qll FPI COOPERATION WITH THE CITY OF CLEARWATER DIRECTOR OF FORcSTRY, 4. UTILITY LOCATIONS TO BE ADJUSTED DURING FINAL DESIGN TO SAVE 0/0 T A R C Ej L 0 PLANT Mi.;'ZRIAL INTRODUCED-JO THE SITE WILL COMPLY WITH FLORIDA -01 OR TREES. BETTER GRADE AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 5. A 5' MINIMUM BUFFER WILL BE MAINTAINED BETWEEN PAVING AND CONSUMER SERVICES, DIVISION -OF PLANT INDUSTRY. MINIMUM HEIGHTS AT TIME PROPERTY LINES WITH A 3' LANDSCAPE STRIP. OF PLANTING SHALL BE: 6. ALL SANITARY LINES ARE 8" DIAMETER UNLESS OTHERWISE NOTED. TREES CLEARWOOD 6'; OVERALL HEIGHT 10' SHRUBS 181% 7. ALL WATER MAINS ARE 8" DIAMETER UNLESS OTHERWISE NOTED. GROUND COVERS 2" POTS 8. EROSION AND SILTATION CONTROL DEVICES (GRAVEL DIKES, ETC.) WILL 5. A FINAL LANDSCAPE PLAN SHOWING LOCATIONS, SIZES AND SPECIFICATIONS WILL BE USED AT PROJECT ENTRANCES DURING CONSTRUCTION IN ACCORDANCE BE suBmrrTED WITH THE FINAL-CONSTRUCTIOV PLANS. WITH THE REQUIREMENTS OF THE CITY OF CLEARWATER, 9. ALL BUILDINGS TO BE INDIVIDUALLY XETERED. 6, PLANT MATERIAL IN SITE CONSISTS PRIMARILY OF CANOPY TREES; 10. LOCATION OF TRASH OUMPSTERS TO BE COORDINATED WITH THE CITY OF SLASH PINE (PINUS ELLIOTTIlj CLEARWATER SANITATION DEPARTMENT. LAUREL OAK (QUERCUS LAURIFOLIA 5XIst Aly LIVE OAK (QUERCUS VIRGINIANA) R;m 11- TREES OW " 4 IN S4.80 CAMPHORA) Gii SP E CMEJ FLAGGED AT FIELD VISITS WITH CITY FORESTER. BUT DO NOT III LUDE --EVERY TREE WITHIN THESE AREAS. TREES SHOWN 'WITHIN !I:Lc�* oc), I 47 TFV W, n Exlsl 12 "AIM. GULF Tu BAY BL\M7:��� �R' 20 hms"N." L E G E N Du 7ti EXISTING PROPOSED SANIIARY SEWER LINE 1. THE GENERAL INTENT IS TO PRESERVE A SIGNIFICANT AMOUNT OF EXISTING TREE TREE SANI-ARY MANHOLE WATE', MAIN MATERIAL TO APPROPRIATELY DESIGNATED AREAS IN THE DEVELOPMENT. FIRE HYDRANT STORI SEWER LINE L STOR• INLET AND ENDSECTION N/A OVER—AND FLOW DEVELOPED BY A REGISTERED LANDSCAPE ARCHITECT. THESE STANDARDS WILL BE N/A SWAL ISSUED TO ALL PERSONNEL AT THE JOB SITE ALONG WITH ADEQUATE INSTRUCTION, ON 2. EASEMENTS REQUIRED FOR ANY PUBLIC OWNED UTIITIES OR SERVICES N/A FINI_dHED GRADE SPOT x PROPOSED IN CONNECTION WITH THE DEVELOPMENT TO BE PROVIDED EL:VATIONS TRANSPLANTING WILL BE DONE AFTER CAREFUL EVALUATION OF THE TAXOMO C NI N/A CONTOURS 3 REFERS _ T�l OPE PROFILE F_ MEET 4:1 SLOPE 6 EXISTING 4,1 SLOPE GRADE CONCRETE TO MEET JUI ll_k�ljl GROUND - 6 TO MEET TO Tm! EXISTING 6 HEADER CURD, EXISTING POINT GROUND miN, 27.100& r %-hLA—X F Ex 002FT/ a —IF 2 I-All ~ASPHALT 7 4;1 SLOPE TO NiET� U EXISTING GROUND /FT T_ �giETffJ 0.06 FT,+ o SEP 1 9 ig t QO2 FT/FT 06 FT I/F' �ONCRETE 11/1 " ASPHALTIC CONCRETE SURF-ACE CONCRETE I" ASPHALTIC CONCRETE SURFACE SIDEWALK (MOD, TYPE 1) CONC. (IN SW EASEMENT) LIME MOCK BASE IDOUBLE COURSE) (PRIMCD) (26 T G'BASE COURSE (PRIMED1698% TWO) ttt 8 1 80� FLUSH CURB (3000 PSI CONS) 9"rUB BASE (75FO.V.1 1913116TIVO) 9'SUB BASE (IS F.eyj I"T.T-180)._7 U S(Cn Un j( a L u PARK PLACE %:9 cyg in n rn o Ht" a a 9 M%;. TRACT I OF PHASE T- C_/-ONSULTING ENGINEERS and PLANNERS F011 MET,RO,-DEVELOPME-NT,COR'FIORATION- OF FLORIDA INC 6fq-j WEST KENNEDY BLVD., SUITE 430,,�j �!�PA, �LA 336d9z TFL.01�)875-0515' LANDSCAPING 1. THE GENERAL INTENT IS TO PRESERVE A SIGNIFICANT AMOUNT OF EXISTING TREE TREE CANOPY THROUGH EITHER IN-PLACE RETENTION OR TRANSPLANTING OF VIABLE VIABLE 'L E MATERIAL TO APPROPRIATELY DESIGNATED AREAS IN THE DEVELOPMENT. —GENERAL NOTES 2, IN-PLACE RETENTION WILL BE GOVERNED BY TREE PRESERVATION STANDARDS STANDARDS DEVELOPED BY A REGISTERED LANDSCAPE ARCHITECT. THESE STANDARDS WILL BE ,I. PARKING DRIVES ARE INVERTED CROWN. MINIMUM SLOPE IS 0,50%. ISSUED TO ALL PERSONNEL AT THE JOB SITE ALONG WITH ADEQUATE INSTRUCTION, ON 2. EASEMENTS REQUIRED FOR ANY PUBLIC OWNED UTIITIES OR SERVICES PROPOSED IN CONNECTION WITH THE DEVELOPMENT TO BE PROVIDED 3. TRANSPLANTING WILL BE DONE AFTER CAREFUL EVALUATION OF THE TAXOMO C NI PRIOR TO THE CITY GRANTING CERTIFICATE OF OCCUPANCY. CONDITION OF THE MATERIAL UNDER THE SUPERVISION OF A REGISTERM LANDSCAPE 3, ALL PARKING SPACES ARE 9' X 19', HANDICAPPED SPACES ARE ARCHITECT ASSISTED BY THE EXPERTISE OF SPECIAL CONSULTANTS AND IN 12' X 19' COOPERATION WITH THE CITY OF CLEARWATER DIRECTOR OF FORcSTRY, 4. UTILITY LOCATIONS TO BE ADJUSTED DURING FINAL DESIGN TO SAVE 4. PLANT Mi.;'ZRIAL INTRODUCED-JO THE SITE WILL COMPLY WITH FLORIDA -01 OR TREES. BETTER GRADE AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 5. A 5' MINIMUM BUFFER WILL BE MAINTAINED BETWEEN PAVING AND CONSUMER SERVICES, DIVISION -OF PLANT INDUSTRY. MINIMUM HEIGHTS AT TIME PROPERTY LINES WITH A 3' LANDSCAPE STRIP. OF PLANTING SHALL BE: 6. ALL SANITARY LINES ARE 8" DIAMETER UNLESS OTHERWISE NOTED. TREES CLEARWOOD 6'; OVERALL HEIGHT 10' SHRUBS 181% 7. ALL WATER MAINS ARE 8" DIAMETER UNLESS OTHERWISE NOTED. GROUND COVERS 2" POTS 8. EROSION AND SILTATION CONTROL DEVICES (GRAVEL DIKES, ETC.) WILL 5. A FINAL LANDSCAPE PLAN SHOWING LOCATIONS, SIZES AND SPECIFICATIONS WILL BE USED AT PROJECT ENTRANCES DURING CONSTRUCTION IN ACCORDANCE BE suBmrrTED WITH THE FINAL-CONSTRUCTIOV PLANS. WITH THE REQUIREMENTS OF THE CITY OF CLEARWATER, 9. ALL BUILDINGS TO BE INDIVIDUALLY XETERED. 6, PLANT MATERIAL IN SITE CONSISTS PRIMARILY OF CANOPY TREES; 10. LOCATION OF TRASH OUMPSTERS TO BE COORDINATED WITH THE CITY OF SLASH PINE (PINUS ELLIOTTIlj CLEARWATER SANITATION DEPARTMENT. LAUREL OAK (QUERCUS LAURIFOLIA LIVE OAK (QUERCUS VIRGINIANA) 11- TREES OW " 4 IN CAMPHORA) Gii SP E CMEJ FLAGGED AT FIELD VISITS WITH CITY FORESTER. BUT DO NOT III LUDE --EVERY TREE WITHIN THESE AREAS. TREES SHOWN 'WITHIN BUILDING COURTYARD AREAS DO REPRESENT ALL TREES 4" DIAMETER AND NEW PLANT MATERIAL WTI.I. SUPPLEMENT CANOPY SPECIES AND DEVELOP A ABOVE HARMONIOUS MID AND LOVER STORY, REQUIREMENTS OF BUILDING-PLACEMENT, ROAD DESIGN, SAFE S,'G:ITLINE PRESERVATION AS WLl.L AS CULTURAL AESIKTICS WILL 12, LTITE S.R. 60 IMPROVEMENTS BY CITY OF CLEARWATER. BE ACC7kiODATEO WITHIN TH. GOAL OF PRESERVING THE :NATURAL CHARACTER OF SITE. NEW PLANT MA 'Xr TF;,IAL MAY INCLUDE BUT SHALL NOT BE LIAITED To THE 13. -0 PREPARE -NO S'�2MIT -�Nl AGREE,,�ENT 10 7'Hr CITY BY FOLLOWING: WHICH THE -0�4NER ASSUMES RESPONSIBILITY FOR RAINTFNANCE -F ,4 Y"DI D S,;ALES DEDICATED RIGHTS-OF-WAYS. COMMON NAMF .30-ANICAL NAME TREES: AT SITE A L) A a SAND PINE PINUS CLAUSA SLASH PINE RINDS ELLIOTTII LAUREL OAK QUERCUS LAURIFOLIA QUEEN PALM ARECASTRUM ROMANZOFIANJM SHRUBS:, ZONING CG TOTAL GROSS ACREAGE 19.18 AC. PITTOSPORUM PIT-)SPORUM TOBIRA TOTAL NUMBER OF BUILDINGS 4 6 -11 STORY (HEIGHT 22 FEET) AZALEA RHODODENDRON SIMSI 4 - 6 STORY (HEIGHT 76 FEET) PAMPAS GRASS CORTADERIA SELLOWANA LIGUSTRUM LIGUSTRUM JAPONICUM IMPERVIOUS COVERAGE VIRBURNUM VIBURNUM ODORATISSIMUM PARKING AND ROADAYS GROUND COVERS: (INCLUDING BOULEVARD) 42% BUILDINGS (MAX. 60%) LIRIOPE LIRIOPE MUSCARI (INCLUDING CONCRETE COURTYARD) 26% CONFEDERATE JASMINE TRACHELOSPERINUM JASMINOIDES SHORE JUNIPER JUNIPERUS CONFERTA WET DETENTION AREA 6% TOTAL PROPOSED IMPERVIOUS AREA 74% TOTAL ALLOWED IMPERVIOUS AREA 85% PARKING T R E E L E %03"EIN" D OFFICE GROSS AREA 121,499 S.F. (I PER TO REMAIN TO BE REMOVED OR TO BE 300 S.F. OF FLOOR AREA) TRANSPLANTED TOTAL REQUIRED PARKING 405 SP. TOTAL PROPOSED PARKING 428 SP. 0 OAK 9 SPACES (12'XI9') AND 419 SPACES F (9,xlg.) PINE A RETAIL El WAX MYRTLE GROSS LEASABLE AREA 60,079 S.F. (5 PER 1000 S.F. GROSS LEASABLE AREA) 'CAAPHOR TOTAL REQUIRED PARKING 301 SP. 0 TOTAL PROPOSED PARKING - 7 SPACES (12'X19') AND 294 SPACES 0 PEPPER (9-X19,) 301 SP. V.) 6 ELM AV' OPEN SPACE OPEN SPACE PROVIDED 26% 0 HICKORY 3 REFERS _ T�l OPE PROFILE F_ MEET 4:1 SLOPE 6 EXISTING 4,1 SLOPE GRADE CONCRETE TO MEET JUI ll_k�ljl GROUND - 6 TO MEET TO Tm! EXISTING 6 HEADER CURD, EXISTING POINT GROUND miN, 27.100& r %-hLA—X F Ex 002FT/ a —IF 2 I-All ~ASPHALT 7 4;1 SLOPE TO NiET� U EXISTING GROUND /FT T_ �giETffJ 0.06 FT,+ o SEP 1 9 ig t QO2 FT/FT 06 FT I/F' �ONCRETE 11/1 " ASPHALTIC CONCRETE SURF-ACE CONCRETE I" ASPHALTIC CONCRETE SURFACE SIDEWALK (MOD, TYPE 1) CONC. (IN SW EASEMENT) LIME MOCK BASE IDOUBLE COURSE) (PRIMCD) (26 T G'BASE COURSE (PRIMED1698% TWO) ttt 8 1 80� FLUSH CURB (3000 PSI CONS) 9"rUB BASE (75FO.V.1 1913116TIVO) 9'SUB BASE (IS F.eyj I"T.T-180)._7 U S(Cn Un j( a L u PARK PLACE %:9 cyg in n rn o Ht" a a 9 M%;. TRACT I OF PHASE T- C_/-ONSULTING ENGINEERS and PLANNERS F011 MET,RO,-DEVELOPME-NT,COR'FIORATION- OF FLORIDA INC 6fq-j WEST KENNEDY BLVD., SUITE 430,,�j �!�PA, �LA 336d9z TFL.01�)875-0515' '� c �. w — IVaJ1Gal 1. In the event of a variation between the plant list and the actual number of plants shown on the plan, the plan shall control. 2. All plant material shall be of top quality, Florida #1 grade and shall be guaranteed for a period of 180 days after acceptance by Owner. 3. All ground cover and shrub beds shall be top dressed with 3 inches of shredded cypress mulch, or equivalent as per specifications. 4. No substitutions shall be made without written permission of the Owner or his representative. 5. Contractor shall scale plant locations from plans and stake locations on -site for approval by Owner or his representative. 6. Surface of all areas to be grassed shall be prepared for acceptance of seed or sod by landscape contractor - 7. Upon completion of the landscape construction work, the landscape contractor must thoroughly cleanup the project site. $UM_QL PLANT NUMB LIST NAME CY PRESS AAULCA SAI.JCrr_R L3A.,IN, ALL AROUND OAK NAME )P SOIL MIXTURE. FIRE HYDRANT ASSEMBLY MC 29 $OTANICAL Myrica cerifera COMMON Wax Myrtle SPECIFICATIONS 4' -61HT x 3' SPR NO 172 Nerium oleander Oleander 3 GAL, 36" HT x 2' SPR, 31 OC QL 53 Quercus laurifolia Laurel Oak 14' -16' HT x 7' -8' SPR, 4" CALIP Rl 105 Raphiolepis indica India Hawthorn 3 GAL, 22 " -24" SPR, 30. OC R5 276 Rhododendron simsii Azalea . 3 GAL, 24 " -28" SPR, 3' OC UP 8 Ulmus parvifolia Weeping Elm 8' -10' HT x 4' -5' SPR VS Viburnum suspensum Sandankwa 3 GAL, 28 " -30" FULL, 3' OC 1�, { VI Cl �, ' -CAL . I r Sod all non -paved areas, without shrubs, with St. Augustine "Floratam ". PARKING TAT AND VEHICULAR USE AREA COVERAGE INTERIOR LANDSCAPE COVERAGE 23,152 SF '4 MWIN INTERIOR rJUMSCAPE AS A PERCENTAGE OF PAVED AREA COVERAGE 14% /y • �` • • L I I / N R opt•• _ 2 _ CITY of � pi tap _ 89 ,y � , `" , _ •b . • • r - I 1 It" - pis 3 10 , °4 p .. • Qt- .y�'L %06" `ray / 9'i9 �' fi k FOR I RI NI3j rl C•', t2° °tS" 9,. C' 12 p 80 3 . 15" • / 7 0 I Q pu• — � l' 014 ° � ► 1 �\ pis p F.F. - 2 5 9.. �" 2 / / o I2 1 13 9" o o ' ` �� ,Sot? 0 9" .�.. L.F. .P.G0.2 E K 1 ST t L1G �` °" ' ►a ° ° + ► 1't e•s l 9' I i BUILDING' °s 5. \� Z v ° a,9" o- 2 l w�z. PILING 1 1 lo' t8p o P g Q 2 LOCATION p'I 6 °iv, k L .. CTY P. I �� �� �,��� iT °9° +,1s✓ q � ` vP l'T :. •. !� d� "p1L 5P4L.F.- c.P. @o.3 t •is \� ox ea °It° 09•, ©a° QO o� °J4-•� �.. OW 012 p ° o QL I 1 ZONING G -G .� , \ • v' s' • o - S' _ c." I SThLICTURED PARK t NG \� _ NOC�19 2 I W I I� + t 8„ 01 �� SEE ARCHITECTS PLANS 5 ° Q L_ o►d' i I I � . -•r -R�-- G�' •7JCi' ' 4 0 �, '� PR0P05ED INING WALL I I I I c — — >_ _ �x(.'TAPY1NIZ VALVE 451E E �O °` ° 'r'° aj5° o ���`' �3 ° EXI5TING DETENTION 1 I INVITAPPING V4'VE, i 5LEEv ,y X14 a �: 9- ° i� 4 -►�° „' o POND I I I I I 1 r �' C (BY c►rr OF CL ► °” l ' I _T- 1 } T ` I 8� 3'3 1y o ` T.O.B. = 32.0 1 I I �� I Ff � T �—I _T _F 7T- Z� b , t3,g °e` 0' 1',1� DAWES = 31.0 I I II ° I 1 + °a °9" - I - zs.o ►P B I I ( I ' ', �1 I l;x I�Ttt�tc, PAtzt�1NG I — N b 90 gC2" 5' ` -►- � 0 14 L.F.- NC.P )1.45ia BOTTOM -- 11.0 4_ � �' 1 I • ` 9 o NOTE. u E MAJOR I'l OF MK S 9 °�; .'3' � • •�s" � 'pF T'► -IE. E)CISTtNq PARK ItvC', ARE wE.e ►CI j I I ' I � ' I I I I I I I I I I I I I � o � 8 • �Z q ' / 9 _ -- 4 � rµF TRS� IN TW : 151AND AY-FA:-:, � . 0 Wei: ALVE AT LA67f r1:LD GNEC AND wt E- 0 'to L.F.-tS�R�.I'@0.29°t ©ta o 1'p- �yE.R'IlET7 1P PIa I1?ji.E•• fiEMOVE EX15T. I VEF�T. CU56 B"° �1Ir)I1II�11fIIII1Ir� 9- , EXIST. S3 "x � 0 3 .48 fi.C.P. E.R,G.P. ° 025 5FW1 T5 Y %Q j� p 10 i 48 K.C.P tJ89 41001 "E O' CAUTION: ELECTEi I CAL � � � PHASE ` � � 1 >�.C,LITIEs EXISTING TRACT K IN TNtS AREA. ,� e F � � ZONING C--G uotiTN 1%1W LINE of • GULF -TO -BAY BLVD. 5_� GULF -TO BAY e0JD. (5A.(e0) .� 56904(.'01 "W C.(00.00 DESIGNED SOUTH UUF- OF TI;E WW. ►V4,5EC.1i 29-1t &H NOT VALID FOR CONSTRUCTION DRAWN s UNLESS SIGNED IN THIS BLOCK KING ENGINEERING ASSOCIATES, INCIIIII PARK PLACE TRACT 11 A OF PHASE 1 CHECKED �,,,,,,,� Engineers � Planners ~, Surveyors C. FOR 2145 U.S. 19 NORTH CLEARWATE R, FLORIDA 33575 813.791.1441 METRO DEVELOPMENT CORPORATION OF FLORIDA, INC. 91 I NI .I �I � 31 1 ZI I = WI 1 01 ut I 21 W CEWTER OF SECTION PT r VT tet 5 ,R 1(. E; LANDSCAPE PLAN I nI=G i-Ll11V 1 IINV L!C I AIL SHRUB PLANTING DETAIL ,SINFORCF -D RUBP.,ER HOSE :CL.LAP, CONE COLOR r--OR ALL) ]O1. MLE STRAND s*I2 GA. N►RE , 3 Q t20° Y'l MVII r-u �r__S51)GER t345 t M ALL AROUND TOP SOIL MIXTURE. =X I ST NG. SOIL �G�aGlvu PROPOSED I I'lGG WATERLINE AND REDUCER CY PRESS AAULCA SAI.JCrr_R L3A.,IN, ALL AROUND OAK GATE VALVE AND BOX )P SOIL MIXTURE. FIRE HYDRANT ASSEMBLY y XtSTiNG SOIL t AND DIRECTION OF FLOW t I I'lGG EXISTING\ WATERLINE AND REDUCER CY PRESS AAULCA SAI.JCrr_R L3A.,IN, ALL AROUND OAK GATE VALVE AND BOX )P SOIL MIXTURE. FIRE HYDRANT ASSEMBLY y XtSTiNG SOIL AND DIRECTION OF FLOW SANITARY SERVICE GRATE INLET It DRAINAGE PIPE AND MANHOLE W = - - -_-1 MITERED END SECTION CD 3 A CT) 00 I I'lGG EXISTING\ WATERLINE AND REDUCER - -w —_ WATER SERVICE OAK GATE VALVE AND BOX --- {.- ---=.± FIRE HYDRANT ASSEMBLY y SANITARYSEWER, MANHOLE AND DIRECTION OF FLOW SANITARY SERVICE GRATE INLET DRAINAGE PIPE AND MANHOLE CONCRETE FLARED END SECTION = - - -_-1 MITERED END SECTION I I'lGG L.G<7GIV V EXISTING • OAK PINE 0 OTHER! TO BE REMOVED O ZS f r 4 , r JOB N0. ; .� 162 -0O' f-, �•- F. B. NO. ••AFB � ® ®• m 4 w e- • � a y , DATE: 6-6-86 • Aj,•erititi�' ®` `� SCALE: 1 ° -50• 4A 4 NO. DATE REVISIONS APPD. BY SHT. OF e�.r z �. �• . m ., w Y � t �• . m ., w Y � t � t �, . o G`,. � w. I m 2 v cra cr: c c CD m w !ti cn N ca 0 cn PARKpliACE LOC PARKING ccm 2 f t DQ GATE VALVE N 0 4• :f SCALE FEET ii• � i• � ix FIRE HYDRANT DQ GATE VALVE CHECKED BY LIGHT POLE �! WELL Q CAMPHOR TREE (SIZE AS NOTED) ❑ MAPLE TREE (SIZE AS NOTED) 0 OAK TREE (SIZE AS NOTED) PALM TREE (SIZE AS NOTED) Q PINE TREE (SIZE AS NOTED) UNKNOWN TREE TYPE (SIZE AS NOTED) f I f 556 �.I 07 .8.12 a9 I ` a5 O� 2724 9 2725 8 1 ' 272$ 1111 r C� 01 I ?� rOOS �F T 732 ! [ t 24 G 9.14 9 O, 2726. ? E 2 \ \ 4 0 130 9 z 7 �PEAD 7` 2 4 j EAD 4 �B4 �- t 2761 x0,12. IB O8 2 0,1 272,7 I E E 27 \� r27 n j 08 4,5, f4 O 2720 272. n � Q9 0s { �/ ° \ 2716 I7 2722 9 0 y"DEAD 7 011 on IOO 27 7 `-S t2 3 6,10 22712F0 6,83 08.22 27 a2 7 6 04,15 �t8 2 8 3 3 18 2717' 2718 2 �5 q4 3 2730 734 IB 1 0 10 ' iDj0 O 3884 [� 39 &8 3889' ��yy33 2736 a P 2618 0 26 - 2714 j' ! I 1 3885 nn f I O24 °�97 9 5 4 6 08 - 2715 46 .7,9 tt l� 3 2(.04 38 i0 01 j ®7 ` [ 04 0 0408.12 2653 4 ® 2698 2640 i 275 ( t 7 6 2 805 .7 AI}" 10 ! 0; O10 6 2738 2739 5,p O4 06 ' - 652 T37 697 2638 i B 30 i '/ 2806 rt 5,1� 3886 F i 2 I 4 38 7 i 15 _ i\ 275F:, a ?_U a9 U 0 38 3891 ® O 2 �'�� % -1- -- "13 �- .._. . a 0 - -- - 12� 5 �I7 __.._...5._ 0.12005 6 �0 ^ 2651 / 2757 2800 9 ( �'7 S _ _, . -._ 0$ Os06D7 O -t5 2 2 24O (10. 0 1 �` ! O 2771 2772 27$0 __, -..._ a5 08 µ� ! 44 S >119 0 13 7 G 4 � t 99 j 7 2773 27 2781 Q l O ®7, ®iQ 1� ` 8 2755 277a 1 I-•.. __ .. q` C C)o 4 sC�20io 2602 2658 s 2 2656 4 26 E � ` 1 l O 1 I I. 3 27821 b'Of 4.s o - - - 22 13 1 t ` 8 Iq2.1 I O O q6 50 9 - - ��13 � 13`0'$J ... ff I V t , jail to ._.__ a._._. _ OI [�2 q4 17. .. -_�4 8 J9 O O$ s 9.10 13 0 O 2659 266 18 0 12 $650 C �') t It ` i 2 75 277 _. X12 4,5 � 0 Q. ® 04 DEAD 6 17 tl 1 277{ G 1 ❑ 1.J 1 0 04 0g 2635 263 '� nn �n-y 1 2797 9 � � 6 '�5,7 )l0 06,7,1 ODEAD 7 q0 7 2 ' `10 4 O 15 26610600 Qt 6 `16 "l5 � �� ! ' '� 1 � 0 277 2 78 795 5 "f3 0 _... ._ 14.14. 9 __ d5 _ _ ... .. a4 0 a0 07 5 025 06 9 07 14 O 09 2602h O _.._._ I 19 263 t, 32 015 � O8 011 O4 a3 5 08 tp9 I0 17 7 � _...._ _ _.. . .. _ ( � � 17 *4 5 ®21 O5 8.10 07,9.14 1 ® , 1.._. _ �} I o s.9 �} a _ 4 O$ 016 04 6 ®4 5 �4 13 O 7. 26 3 O 2`j )l8 '� ` C N 6 _ 9 ,.. .. 6 0 l ' 024 260 7V 7 '0 �9 a'ECA 7 4 17 0 0404 O 51 2 1 '0>? * I.� n 18 ._a .22 ((�� 05 O9 t 8 2664 665 9 _ ._r.._ ` _ a4 _.__.. O 10 i2 O ! EO �q6�7 i 08.g Q 0 ?. :' _ I �I ' 1, �t6 7 �g9 Q 8 V 8 V (� i0 O 0 8 7 ' 1 10 �� ` a0 ' 3879 3880 6 O a3 12,15 1 I I �� t �` ` 7 ®�. _ q0 a0 6 �8 1 t ` 07,8 2 26 805 6 i4 6 06.9 �9 ' 2695 2694 _. t y ❑ 276 2768 -0 O 9 _ _... ODEAD 5 a2 a2 QO 7 0 .t �}�4 �b _ P �) ` 11 ` T 022 0 1 09...n..._. } �1$ 3877 09 � � O II,2 `07 Q5 2667 ! 66 07 2892 2693 Oj 24 `10 ± 08 6'6 6 9 7 04 07,Ik MA I II 1 4 �5 O r7 r x'I 15 ! �1 ! 6 �I �7 �7 t2(�0 04 "15 7j 0,, O O4 OS 05.8,3 8 z_ X70 ® 2 . ... _v_ ._... __ (_}.. to to C� Y Q 0&5 9 26137 2686 _ _. 4' 9 `y ' 309.1 3876 ` 11 16 O 6 8 0g �0 03.6 07 5.11 lO 10 11 ._ 0112 _ [ I I �� 08 8,8 tO.I2 In .... 0 3 3872 49 09 06 5, O X50 26 ( +') f �` y ` q3 __. _ _ .. 0 (�ji4 .....,. 1 '08 _.. �0 8 �g O$ _ t 1 t C� 1U - - -9 1.[7�1`41NG WEST :898 3 4 o 5 571 42@$1 2685 2691 269 `` ` (� 0-� __ _ O 2672 � � ('I t ' 41 1 t 04 8 _.. ._ ... 57 __._._ 9.10. . _. 9 _...,_ (�2 ('13 �� "''DEAD 1 5 6 Q�dd 4 18 ✓? 8 i 0 6 Y 05 ! _� �9 I �� ` 11 O6 2784 2785 2792 2 9 2RJ7 2808 3870 3871 12.20 38 94 a05 0 22 7 260® a 680 2631_ 263 A 1 2765 2786 2809 rtrt� : €- 4 O d�IT� jS 24 2764 2788 27 27 29 X08 3517 ,r 3897 38 Jt' 8,9 13 O 4 �. 2711 2710 `` t 1 . ..• �1 5 08AY 19.8 © 0 8 40 684 - 26, 2630 f �'I t I f 4 ® O 08 2 2 ID 268226 2688 AY 10 2674 f t t 2753 0 41 274 O 04,1 0 OII 7 2673 2 2678 O.0 C I II ' V, y �7 0 a,_ Og 11.20 ® 5 a7 O23 1• t` - - - - - - - - n 0�5 0g -040 2629 %'� rr� it 9752 n3 � I! O 0 "14 020 8 - - �8 262 2627 % ' ! `t P ff 2 49 2748 I 9 2745 2 44 30 09 '0'7 I 10 a9 2622 ``\ i x3,14, ! p j I ;O I i_ g a2 027 4 2611 2616 17 8 2621 2625 628 f / t k ! Ll `,1t 42 j [ j €19 d C;3 I 19 07 4,7.44 2612 5' V ` 1 r I OE;,tO ? O7 08 F261 7 '." '1 \ \ I € ? _ i II 2 2524 \ g ) 2751 2 50 i 2747 7� DEAD 24 7C� / /� �° 1 z s z 0 2742 06.9 (, 8.8.8 O 07 ag 8 CJ Iz 26 i5�38 2623 j \ - O <� 0� 029 a6 5.� 027 A. Q Li 2613261a 261$ 2619' - / _r - - - --j- �\�� - -- - -- - - - - -- - - - - - -- - - OB2 a1 023 7 a0 I �3g 6.9 - _ - - - - - - - e ' ./ i - - - - - _ - - - - = - - - _ 026 09 06.6 i s ,�. �,� to F � o 1- s DRAWN BY• SKKA DA 7F• ✓719195 CHECKED BY DRAWING NO.: JOB NO.: 1999-,305 SHEET 1 OF 1 2486 0 1 E 15 I INN uC t C111 1 vu®. .IU.a MIN'. bLI)U 6t I B/IUK MI DSCAPE §UFFE I 4 0 i 2,18 4f O� L 9 r r 4 9 d � POND 23_ E- z0 r E E r,i NJG °'3 59 W 2- 6X6 TE C7 PROPO t 8 Q" S ETAIL Olo, z. ©ii O9 0,2 a =4Y rr5 c; _ �,,� �0 450 BEND- ..,, Z- 6' G.V I i HIGH �.: , dS PING crlt , ?r, 1 'r SPIT. DATA r r X LEGEND l EXISTING PROPOSED f RF,4LRRED 1,j` PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E NOTES PROPOSED EXISTING ZONING DISTRICT: CG CG CG CG' CG CG N/A 1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD)• L SPOT ELEVATIONS x 4r9 a USE PA NG/VA RESTAURANT RESTAURANT RESTAURANT RESTAURANT PARKING/POND N/A 2. THE LOCATION OF EXISTING UTILPTIES ARE APPROXIMATE AS SHOWN AND TT IS THE CO C IOR'S S , STORM SEWER INLET - --�7 RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN T HUR LOT AREA (SQ.Fr. AND ACRES) vICINnY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING SANITARY SEWER W /MANHOLE - - -{?- -•° GROSS A IN PROPERTY ): 304,484 SF(6.99 AC) 22,651 SF(OS2 AC) 79,715 SF(I.83 AC) 68,389 SF(I .57 AC) 64,033 SF(IA7 AC) 69,696 SF(1.60 AC) , 10,000 SF MIN CONSTRUCTION. TOP OF BANK(T.O.B.) NIA LOT WIDTH: 412,675 123° 289 2I6 207 252 100' MIN. 3. ABOVE-GROUND OR UNDER - GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED " CAUTION - CALL 'SUNSHINE" AND THE UTIL] TY OWNER(S) BEFORE BEGINNING WORK 1. 5004324770 (5 DAYS IN W WATER MAIN j LOT DE 200,280 200 284 302 302 280 100' MIN. ADVANCE). BUILDING COVERAGE 4. PRIORTO BEGINNING WORK, THECONTRACTORSHAL .LEXPOSEALLEXISTINC ESTOBE ED OR FP FIRE HYDRANT ASSENBLY(F.H.A.) (SQ.FT. AND % OF GROSS SITE): N/A 2,700 SF (11.9 %) 7365 SF(92 %) 5534 SF(8.1 ) 5732 SF (9.00!0). N/A 40% MAX. CROSSED AND CONTACTTHE ENGINEER AT 791.1441 FOR VERIFICATION OFTHEIR LOCATION AND ELEVATION. _ . ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. ,7 NUMBER OF PARKING SPACES N/A GROSS FLOOR AREA AND F.A.R.: N/A 2,700 SF(12) 8903 SF(.11) 5534 SF(.08) 6370 SF ( 10) N/A .4 MAX. 5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR �--•�- INTERIOR LANDSCAPING t N/A SETBACKS (ALSO INCLUDE DIMENSION ON SITE OTHER METHODS AS REQUIRED. :... PLAN DRAWING) 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PENALTIES/FINES LEVIED DUE TO WORK THAT is NOT W N/A GAS VALVE _ FRONT. 25 251 26' 25.51 25.12' 2S' 25' +(25 %HT >20') ACCORDANCE WITH PERMIT CONDITIONS. N/A LIGHT POLE SIDE 7. ALLMATERIALSAND CONSTRUCTION SHALL BE INACCORDANCE WITI-I CITT OF CLEARWATER STANDARDS AND 10 10' Ill 10.51 10.12' 10' 10'+ (25% HT> 201) SPECIFICATIONS. WATER VALVE D4 REAR: 10 10' 111 10 .51 10.12' 10' 10' +(25% HT >201) 8 ALL BACKFIL L OVER ANY PIPE (STORM SEWER WATER LINE, SANITARY SEWER) THAT IS TO BE INSTALLED POWER POLE D 20 4(? 80 UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC OF THE ROADWAY IS TO BE COMPACTED PER t� BETWEEN STRUCTURES: N/A N/A N/A N/A N/A N/A 20' MIN. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTION 12583,1991 EDITION (OR LATEST EDITION). THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO SCALE: I " = 40' HEIGHT T -44 METHOD C WITH BONUS PROVISIONS (IF APPLICABLE): Nj A 16'_8" 240 22' 20 .5' N/A 50' MAX 9. CONFLICTS OF WATER LINES WITH SANITARY, STORM SEWER, AND UNDERDRAIN SYSTEMS TO BE RESOLVED PAVED VEHICULAR AREAS (SQ.FT. AND % OF SITE): 6,200 SF(2.0 %) 12,880 SF(56.9%) 51,431 SF(64%)i 38,840 SF (57 %) 39,580 SF(61.8 %1 8,556 SF(12.3%) N/A BY ADJUSTING WATER LINTS AS NECESSARY. ' OPEN SPACE 10. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS BE TOTAL FOR THE TOT SQ.FT. AND % OF S ( �): o 298.284 SF(98.0!0) 7,071 SF(31.2%) 17,700 SF(22.2 %) 22,639 SF(33.1%) 16,713 SF(26.1%) 61,140 SF(87.7 %) 15 %a MIN. INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. EXTERIOR PERIMETER BUFFERS: 5'.10' MIN. 5',IO' MIN. 5',10' MIN. 5,10° MIN. 5',10' MIN. 5',IO' MIN. 5',10' MIN. 11. ALL STORMWATER QUALITY TREATMENT WILL MEET CITY OF RWATER AND SWFWMD REQUI r, v STS " G ®r"' �_ .. _ ' r FOR THE FRONT YARD (SQ.FT. % OF " 12 NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS. SKYCREST E, ■ ry = � R _ REQUIRED FRONT YARD): 27 „175 SF , 2,646 SF 2,835 SF 3,005 SF 3,325 SF 6300 SF 13,587 SF raMirXi svr � sHa�4 ? $ �cor (50% OF FRONT YARD) 13. THE SANITARY SEWER AND POTABLE WATER WILL BE SUPPLIED BY THE CM OF CLEARWATER. Denotes Tree To Be Removed � � < � `o °� f� u, , FAIR axu�oa ` PARKING LOT INTERIOR LANDSCAPING (SQ.FT. AND % OF PAVED VEHICULAR 14. A 5-FOOT MINIMUM AVERAGE BUFFER ALONG PROPERTY LINES AND A 10 -FOOT MINIMUM AVERAGE BUFFER Denotes Tree Of Uknown Species d a W u e C � rbREVti°C"Jtl" ® Sfj FOREST: DNEW 8, r AREAS; ALSO, DEPICT ON SITE PLAN t ALONG THE ROADWAY R/W WILL BE MAINTAINED EXCEPT WHERE NOTED. 0 Denotes Oak Tree, Unless Otherwise Noted < < y �� N ` ■ �...� r n����T PROJECT DRAWING BY SHADING): N/A 1431 SF 11.1% ( } 7,377 SF(14.34 ° /a} 2899(7.46 °!0 }. 3389,SF(8.56 °!0} 580 SF(6.78 %} 6 °t MIN LS. ALL PROPOSED SANITARY LINES ARE 8 -INCH DIAMETER UNLESS OTHERWISE NOTED. > W <ur . 51 NI rE UXG cotcFGE . «N >� LOCATION 27 Denotes Palm Tree �:' = a PARKING: PROVIDED 21 120 102 108 22 N/A 16. PROPOSED SANITARY SEWER IATERAIS ARE 6 INCH DIAMETER UNLESS OTHERWISE NOTED. � Denotes Camphor Tree 01W ... lr� N.srv� < <nr w�X�.,, W remc'� �� pE�p;>.q �r�� E 15 I INN uC t C111 1 vu®. .IU.a MIN'. bLI)U 6t I B/IUK MI DSCAPE §UFFE I 4 0 i 2,18 4f O� L 9 r r 4 9 d � POND 23_ E- z0 r E E r,i NJG °'3 59 W 2- 6X6 TE C7 PROPO t 8 Q" S ETAIL Olo, z. ©ii O9 0,2 a =4Y rr5 c; _ �,,� �0 450 BEND- ..,, Z- 6' G.V I i HIGH �.: , dS PING crlt , ?r, 1 T I N G/ 13R 0 36, Y Irmn. OL 6'0 1 " F r r Mb T I N G/ 13R 0 36, Y Irmn. OL 6'0 1 " F J EXISTING DETENTION POND TREE LEGEND STORM SFW JPE TABLE Denotes 0 A 11111111111 44, EX15,11NIG STORM SEWER INLET � SLOPE % Denotes 'PkRCFI, —0— Denotes Top OF B4NK(T.0,B.) N/4 PARCEL A PARCF11 R PARCY1, C T) PARCF1, F ZONING DI. RICr: CG CG C G CG CIO CG N/A uSF-- PARKING/VACAN-T "ORAM(IIii- Apo RE917AURAIN7 Rr--7FtkURA-1,rF II,.ESTAURAINT FARJUNG/PON-D N/A LOT AREA (SQ,FT. AND ACRES) SILT FENCE N /A GROSS AREA (WITIIIN PROPERTY LINTES): 304,4&4 SF(6,99 AC) 22,651 SF(032 AC) 79,713 AQ 68,M9 ACI (AS433 SI-GA7 AC) 69,696 SF(1,60 AC) 000 N 10, SF MI LOT WIDTI-1: 412,675 123' 2S9 216 207 252 100, MIN, LOT DE PTI 1: 200,280 200 294 3022 302 290 100' MIN. BUILDING COVERAGE (SO-1717. AND % OF GROSS SITE): N/A 1000S1 (1", 2`;1") -,x5 sr(9.2%) ,00Y J -k100 S -(9 r -37) IN '/A 4090 MAX GROSS FLOOR AREA A.ND F,,4-R- N/A V)3 SF(, 11) `,(qy �j M SF(,09) N/A .4 MAX SE1713ACKS (ALSO INCLUDE DIMENSION ON S= PI,A-N DRANkING) FRONT, 25 25S 25.12' 25' 25'+(251,', irr>20') SIDE: 10 10, 111 10.51 10,12' 10, 10*+(25% irr>20') PJ�AR: 10 10, 111 10-51 10.12' 10, 10'+ (251-v IIT> 20') BIE-MT-F-N STRUCTURES: N,A N/A N/A N/A N/A N/A 20' M IN. HE WMI BONUS PROVISIONS (IF APPLJCABLE-): N,A 20 24' 22, 1 20-51 NIA 50' MA Y. PAVED VEHICUIAR AREAS (SOIT. AN'D % OF SITE): f, 200 'M 011/1) 1 r 4 1 A (6 4 31, (1 1 '19 404 9,556 SF(12.3%) N/A OPEN SPACE TOTAL FOR -nlE LOT (SOTT. ANM % OF Siff'): "98 2?i4 S1 (98 W/,) b '.,23 Si (2 8 9%) 1 10 0 2 2'rte) 2 3133 ''i 16 A8<1 1 f 1 61,140 SF(97.7%) 159'c MIN. EXTERIOR PERIMETER BUFFERS: 10 MIN 5',10'MIN, 5%10' MIN. 5',10' MIN, 3',10' MIN, 5'30' MIN. 5',I0'k1K FOR Tl-IE FRONT YARD (SQ.FT. AND % OF REQUIRED FRONT YARD): 1 3,005 SP 6-W SF 13,587 SF (50% OF FRONT YARD) PARYJNG LOT INTERIOR LANDSCAPING (SQ.FL AND % OF PAVED VEHICULAR AREAS, ALSO, DEPICr ON PLAN DRAWING BY SlIADING): N/A 1,931 Ld (11, 5111r -) 14 3 4'',) 2899(7527c) 580 S1 (6 ill,%) MN P',HKING 21 103 ')2 IS 3 3 3 0 2% KC, MIN, M (AJIM 1) ((!IV[' APM ICJ`P! I I 0HI`-,WL A) 1il 90 b3 j 60 0 6) 1000 Sf III, IAII J EXISTING DETENTION POND Elm M. x LIJ Ii t t: 5 - Ln U) rl- x < (D Cr M < co C\j Ows TREE LEGEND STORM SFW JPE TABLE Denotes 0 A 11111111111 44, SS STORM SEWER INLET � SLOPE % Denotes SANITARY SEWER W/MANHOLE —0— Denotes Top OF B4NK(T.0,B.) N/4 —W— WATER M41N C] —FP-----41 FIRE HYDRANT ASSENBLY(F.H,A.) NUMBER OF PARKING SPACES N/A L-- - !L INTERIOR -ANDSCAPING NIA __j N gj GAS V&LVE LIGHT POi—EE WA7EER VALVE q POWER POLE SILT FENCE N /A Elm M. x LIJ Ii t t: 5 - Ln U) rl- x < (D Cr M < co C\j Ows IHt .;QnATUNL I"L CONTROL OFFICER "I T.:"S,11u,�C INDICATES THAT ALL REQUIRED ? 0 r'111711 4 90� T SEE DETAIL B- J.O.B., EXISTING DUALTURN LANE IN L LEGAL DESCRIPTION: Parcel *DO X GAL DESCRIPTION: Parcel 'C' 2710 GULF TO BAY BOULEVARD 2730 GULF TO BAY BOULEVARD LEGAL DESCRIPTION: Parcel *E- 0 NOTE: THE EXISTING TREES AT ELEVATION 32.50 OR LOWER WILL REMAIN AS A PART OF THE LITTORAL AREA. LINE TREE LEGEND E -X1-,TI11JG� LI S T IIN G t)enotes Tree Jo Be Removed Denotes -VA IONS SPO T ELE 44, SS STORM SEWER INLET i P Denotes SANITARY SEWER W/MANHOLE —0— Denotes Top OF B4NK(T.0,B.) N/4 —W— WATER M41N C] —FP-----41 FIRE HYDRANT ASSENBLY(F.H,A.) NUMBER OF PARKING SPACES N/A L-- - !L INTERIOR -ANDSCAPING NIA __j N gj GAS V&LVE LIGHT POi—EE WA7EER VALVE q POWER POLE SILT FENCE N /A IHt .;QnATUNL I"L CONTROL OFFICER "I T.:"S,11u,�C INDICATES THAT ALL REQUIRED ? 0 r'111711 4 90� T SEE DETAIL B- J.O.B., EXISTING DUALTURN LANE IN L LEGAL DESCRIPTION: Parcel *DO X GAL DESCRIPTION: Parcel 'C' 2710 GULF TO BAY BOULEVARD 2730 GULF TO BAY BOULEVARD LEGAL DESCRIPTION: Parcel *E- 0 NOTE: THE EXISTING TREES AT ELEVATION 32.50 OR LOWER WILL REMAIN AS A PART OF THE LITTORAL AREA. LINE TREE LEGEND 0 t)enotes Tree Jo Be Removed Denotes Tree Of Uknown Species 0 Denotes Oak Tree, Unless Otherwise Noted + Denotes Palm Tree IZLD EOCK NO DATE, C-2-04 I! SCALt, 1, 40' BY —2, Denotes Camphor Tree 10, 00' Denotes Pine Tree C] Denotes Maple Tree IHt .;QnATUNL I"L CONTROL OFFICER "I T.:"S,11u,�C INDICATES THAT ALL REQUIRED ? 0 r'111711 4 90� T SEE DETAIL B- J.O.B., EXISTING DUALTURN LANE IN L LEGAL DESCRIPTION: Parcel *DO X GAL DESCRIPTION: Parcel 'C' 2710 GULF TO BAY BOULEVARD 2730 GULF TO BAY BOULEVARD LEGAL DESCRIPTION: Parcel *E- 0 NOTE: THE EXISTING TREES AT ELEVATION 32.50 OR LOWER WILL REMAIN AS A PART OF THE LITTORAL AREA. LINE BEARING DISTANCE LI N0013'59"w L2 N89*45'54"E 2,00, 0100' L3 Soo *13'59"E 15,00' L4 1400*13,59-W IZLD EOCK NO DATE, C-2-04 I! SCALt, 1, 40' BY —2, L5 N89*45 , 54-E 10, 00' LG S00*13,59-E 7,79' q IHt .;QnATUNL I"L CONTROL OFFICER "I T.:"S,11u,�C INDICATES THAT ALL REQUIRED ? 0 r'111711 4 90� T SEE DETAIL B- J.O.B., EXISTING DUALTURN LANE IN L LEGAL DESCRIPTION: Parcel *DO X GAL DESCRIPTION: Parcel 'C' 2710 GULF TO BAY BOULEVARD 2730 GULF TO BAY BOULEVARD LEGAL DESCRIPTION: Parcel *E- 0 NOTE: THE EXISTING TREES AT ELEVATION 32.50 OR LOWER WILL REMAIN AS A PART OF THE LITTORAL AREA. LINE BEARING DISTANCE LI N0013'59"w L2 N89*45'54"E 2,00, 0100' L3 Soo *13'59"E 15,00' L4 1400*13,59-W IZLD EOCK NO DATE, C-2-04 I! SCALt, 1, 40' BY —2, L5 N89*45 , 54-E 10, 00' LG S00*13,59-E 7,79' 06M more or less. 7V OUTPARCELS j05 No. PARK PLACE I 1999-259-00d' FOP, LINCOLN COMMERCIAL PROPERTIES 2648 STATE ROAD 434 WEST SUITE B LONGWOOD, FLORIDA 32779 (407) 862-9990 2 REMOVED DRIVEWAYS, REVISED WATER, DRA11"AG' bAb N GE 1 N M A F) DUMPSTERS, PARKING - 1 7-21694 IGENERAL REVISIONS PER CITv %0, D47E PEVIS!"NS IZLD EOCK NO DATE, C-2-04 I! SCALt, 1, 40' BY —2, Cott.rli 1;)ZP1Jr_1Uo OT 1 r1r_ %A I T Vr, %,LC.AMVVA I r—r% �%A 1 1 CODE 91HAP I E-111 98). 1 HE CONTRACTOR IS TO EXERCISE EXTREME CAU ION IN THE VICINITY, OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY PHASE3r VIOLATION OF CITY OF CLEARWATER, CODES. CONSTRUCT BUILDING PAVING UTILITIES AND I ANDSCAPIMr- PARCEL A H.C. SPACES N/A, 2 4 3 3 0 2% H.C. MIN. 16. PROPOSED SANITARY SEWER LATERALS ARE 6-INCH DIAMETER UNLESS OTHERWISE REQUIRED (GIVE APPLICABLE FORMULA) N/A 35 (13/1,000 SF) 87 56 64 0 1/100 SF RESTAURANTS ARCHITECTURAL INFORMATION FOR RUBY TUESDAY AND MOZZARELLA'S PROVIDED BY,,RAYMOND AND ASSOCIATES, P.A. ARCHITECTS (813)786 1937. NOTED. PARCEL D CONSTRUCT BUILDING,, UTILITIES AND LANDSCAPING -BOLLARDS 1 (,ARCHITECTURAL INFORMATION FOR TIA'S TEX-MEX PROVIDED BY TIA'S TEX MEX 14)739-9033. 1�. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 136.023 OF THE CITY OF (CONSTRUCT ENTIRE PARCEL AS SHOWN) i configurati 4 12' CLR. CLEARMER LAND' DEVELOPMENT CODE. LANDSCAPE AND PLANTING PLANS WILL \ &' n w' 01-t change additional parking' f,j PENIN BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY WITH APPLICABLE FEES BEING PAID BY THE OWNER. BE PREPARED BY A LICENSED LANDSCAPE ARCHITECT. SCREENE 27. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AS-BUILTS AND ENGINEERS SITE DATA 18. ALL SUBSTANDARD, SIDEWALKS' AND SIDEWALK RAMPS ADJACENT TO OR A PART OF, BUILDING _;NOTES. DOLLARD PARCEL B THE'PROJECT SHALL BE BROUGHT. UP TO STANDARD PRIOR TO THE ISSUANCE OF ALL PARKING STALLS SHALL BE PAINTED WITH 6" WIDE WHITE STRIPING. DETAIL 8 plan. j, CERTIFICATE(S) OF OCCUPANCY. Conditions of approval are: Placement and 30. 19. 1. ALL ELEVATION$ R k F'ER' TO-NATIONAL, GEODETIC VERTICAL DATUM'(NGVD).' display of all changes to the configuration for 31, TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED PARK PLACE BUILDING LIMITED 2121 PONCE DE LEON BLVD. CLEARWATER SANITATION DEPARTMENT. ALL DUMPSTERS WILL BE SCREENEDIIN PARK PLACE BUILDING LIMITED Parcel A on the site plan, with accompanying 'EXISTING PROPOSED ACCORDANCE WITH THE CITY OF CLEARWATER REQUIREMENTS. 2121 PONCE DE LEON BLVD. PHASING NOTES 2. CATION' F THE LO 0 XISTING UTILITIES ARE,APPRoximATE AS SHOWN �AN D IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OFTHE 20. LEGEND, CORAL GABLES, FLORIDA 33134 SEE PHASING PLAN (SHT. 3 OF 3) FOR ADDITIONAL INFORMATION. Certified as a true and correct copy. On Jul), 100� -YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN I FOOT, OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILEI AND AREAS,PROTECTED BY LEVEES FROM 100-YEAR PHASE I: PARCEL A PARCEL B PARCELIC PARCEL D PARCEL E REQUIRED A - CONSTRUCT UTILITIES PRIOR TO' CONSTRUCTION IN � THEIR, VICINITY. , THE CONTRACTOR . SHALL EXISTING 21. PROPOSED' 'PARCEL B - CONSTRUCT (CONSTRUCT BUILDING, PAVING, UTILITIES AND ENTIRE PARCEL AS SHOWN) LANDSCAPING I the site plan'last certified on April 18, 1.995 ZONING DISTRICTo CG CG CG CG CG CG N/A NOTIFY ALL UTILITY COMPANIES, IN THE'AREA BEFORE 'BEGINNING. CONSTRUCTION.' PARCEL C CONSTRUCT BUILDING, PAVING, UTILITIES AND LANDSCAPING for'PAfk'P1a�&0utpAr&1s- j PROJEC T CONTROL POLICY. (CONSTRUCT ENTIRE PARCEL AS SHOWN) 22. RAISED CURBS,TO, BE CONSTRUCTED WHERE INTERIOR LANDSCAPE AREAS,ABUT PARCEL D - CONSTRUCT 3. ABOVE-GROUND OR tUNDER-GROUND UTILITIES MAY BE IN THE AREA OF THIS. PROJECT. N/A 15" RCP SPOT ELEVATION STORM SEWER INLET eHP ilt I . , /7 ITE- S.W.M.S. (AS SHOWN) (:97_�, - , If rwater this , �11 �Yust, 1995. -lea 23. USE, PARKING I VACANT FAST FOOD RESTAURANT RESTAURANT RESTAURANT RESTAURANT PARKING/POND N/A PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) BEFORE C)!H - �VC SANA SANITARY SEWER MANHOLE'' LOT AREA AND ACRES) BEGINNING WORK. f-BOO-432-4770 (5`�DAYS IN ADVANCE). WATER MAIN !C �SQ.FT. 'GROSS AREA WITHIN PROPERTY LINES), 304.484 SF(6.99 AC.) 30,400 SF(O.70AC 71,857 SF(I.65 AC 68,389 SF(I.57 AC) 64.033 SF(I.47 AC) 69,696 SF(I.6O AC) 10,000 SSF MIN. 4. PRIOR,TO BEGINNING, WORK, THE CONTRACTOR, SHALL'EXPOSE ALL EXISTING UTILITIES' WIF_ NIA TOP OF BANK (TOB) > LOT WIDTH �12,675 289 2165 207 252 100' MIN. TO BE'EXTENDED ORCROSSED AND,CONTACT THE ENGINEER AT 791-1441 FOR EX. FIRE HYDRANT4_81 WY FIRE HYDRANT� ASS EMBLY (FHA) PARK.. PARK VERIFICATION OF THEIR'LOCATION AND ELEVATION. ANY CONFLICTS SHALL BE, NIA NUMBER OF PARKING SPACES 10 P PLACE LOT'DEPTH1 200,280 200 284 302 302 280 100' MIN. BROUGHT TO THE ENGINEER'S ATTENTION FOR,RESOLUTION. �ACE BUILDING COVERAGE 5. THE. CONTRACTOR 'IS TO CONTROL ALL FUGITIVE DUST'ORIGINATING ON THIS NIA INTERIOR LANDSCAPIN G (So. FT. AND % OF GROSS SITE)& N/A 2,700 SF(8.9%) 7,007 SF(IO.3%) 5,534 SF(8.1%) 5,782 SF(9.0%) NIA 40% MAX. PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. J GROSS FLOOR AREA'AND F.A.R.3 NIA 2,700 SF(.09) PATIOS'�..3%) 8,603 15) 5,534 SF(.08) 6,370 SF(.10) NIA .4 MAX. 6. THE CONTRACTOR SHALL BE,RESPONSIBLE FOR, PENALTIES /FINES LEVIED DUE TO WORK THAT IS NOT IN ACCORDANCE WITH PERMIT CONDITIONS. MGV CU3 GAS VALVE LIGHT\POWER POLE N/A N/A BL, GULF-40-130 6LVD SETBACKS (ALSO INCLUDE DIMENSION,ON SITE PLAN DRAWING) 7. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY IxIWV WATER VALVE "Wv OF CLEARWATER STANDARDS'AND SPECIFICATIONS.. FRONTs' 25' 25' 26* 25.12' 25' 25'+(25% HT�20*) 8. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE. SANITARY SEWER) THAT. CLEARWATER 31: THORNTON MALL 0 SIDE, 10, 10, 10.5' 10.12' 10, 10 '-(25% HT)20') IS, TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE ROADWAY IS TO BE COMPACTED PER DEPARTMENT OF TRANSPORTATION DRUI D RD a RD REARs 10, 10, 10.5' 10.12' 10, 10'+(25% HTI,20') SPECIFICATIONS, SECTION 125.8.3, 1991 EDITION (OR LATEST EDITION). THIS PARTICULAR SECTION. SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY AS BETWEEN STRUCTURES. N/A N/A N/A N/A NIA N/A 20' MIN. DETERMINED BY ASSHTO, T-99 METHOD C. 0, 20 40 80 SEVILLE XSEILLE HEIGHT, 9. CONFLICTS, OF WATtR'LINES WITH SANITARY, STORM SEWER, AND UNDERDRAIN SYSTEMS TO TREE LEGEND' BLVD. so.. TAMPA, WITH BONUS PROVISIONS (IF APPLICABLE), NIA 16'-8" 24' 22' 20.5' NIA 50' MAX. : . BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. PAVED VEHICULAR. AREAS (SQ.FT. AND % OF, SITE)o 6,200 SF(2.0%) 18,283, SF(60.1%) 45,688 SF(63.6%) 38,840 SF(57%) 39,580 SF(61.8%) 8.556 S F(12.3%) N/A ALL UNDERGROUND UTILITIES -INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. EXISTING TREE SPECIES EXISTING ITO SCALE:: 1" 40' BAY OPEN SPACE TO REMAIN (UNLESS OTHERWISE NOTED) BE REMOVED TOTAL FOR THE LOT (SQ.FT. AND % OF SITE), 298,284 SF(98.0%) 9,417 SF (31.0%) 15,694 SF(21.8%) 22,639 SF(33.1%) 16,713 SF(26.1%) 61,140 SF(87.7%) 15% MIN. 11. ALL STORMWATER QUALITY TREATMENT WILL MEET CITY OF CLEARWATER 0 OAK AND SWFWMD REQUIREMENTS. EXTERIOR PERIMETER BUFFERS, 5'. 10- MIN. 51. 10' MIN. 5', 16- MIN. 5', 10- MIN. 5% 10' MIN. 5', 10- MIN. 5', 10- MIN. 12. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM PINE =4 FOR THE FRONT YARD (SO.FT. AND % OF 27,175 SF 2,577 SF (83.4%) 3,540 SF (51.2%) 2,525 SF (52.1%) 3,809 SF (72.9%) 6.245 SF (100%) 13,587 SF SYSTEMS. I I 4 CAMPHOR + "MAP REGUIREDFRONT YARD), 13.� THE SANITARY, SEWER AND POTABLE WATER WILL BE SUPPLIED BY THE CITY OF UNKNOWN VICINITY PARKING LOT INTERIOR LANDSCAPING 'CLEARWATER. MAPLE NTS (SO.FT. AND % OF PAVED VEHICULAR AREAS, ALSO, DEPICT ON SITE PLAN 14. A 5-FOOT MINIMUM AVERAGE BUFFER ALONG PROPERTY LINES AND A 10-FOOT MINIMUM AVERAGE PALM DRAWING BY SHADING), N/A 1,153 SF (6.3%) 7,097 SF(15.5%) 2,899 SF(7.46%) 3,220 SF (8.13%) 580 SF(6.78%) 6% MIN. UFFER ALONG THE ROADWAY R/W WILL BE MAINTAINED EXCEPT WHERE NOTED, PARKING# PROVIDED 21 35 99 98 105 22 N/A 15. ALL PROPOSED SANITARY LINES ARE 8-INCH DIAMETER UNLESS OTHERWISE NOTED. Cott.rli 1;)ZP1Jr_1Uo OT 1 r1r_ %A I T Vr, %,LC.AMVVA I r—r% �%A 1 1 CODE 91HAP I E-111 98). 1 HE CONTRACTOR IS TO EXERCISE EXTREME CAU ION IN THE VICINITY, OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY PHASE3r VIOLATION OF CITY OF CLEARWATER, CODES. CONSTRUCT BUILDING PAVING UTILITIES AND I ANDSCAPIMr- PARCEL A H.C. SPACES N/A, 2 4 3 3 0 2% H.C. MIN. 16. PROPOSED SANITARY SEWER LATERALS ARE 6-INCH DIAMETER UNLESS OTHERWISE REQUIRED (GIVE APPLICABLE FORMULA) N/A 35 (13/1,000 SF) 87 56 64 0 1/100 SF RESTAURANTS ARCHITECTURAL INFORMATION FOR RUBY TUESDAY AND MOZZARELLA'S PROVIDED BY,,RAYMOND AND ASSOCIATES, P.A. ARCHITECTS (813)786 1937. NOTED. PARCEL D CONSTRUCT BUILDING,, UTILITIES AND LANDSCAPING -BOLLARDS 1 (,ARCHITECTURAL INFORMATION FOR TIA'S TEX-MEX PROVIDED BY TIA'S TEX MEX 14)739-9033. 1�. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 136.023 OF THE CITY OF (CONSTRUCT ENTIRE PARCEL AS SHOWN) i configurati 4 12' CLR. CLEARMER LAND' DEVELOPMENT CODE. LANDSCAPE AND PLANTING PLANS WILL \ &' n w' 01-t change additional parking' f,j PENIN BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY WITH APPLICABLE FEES BEING PAID BY THE OWNER. BE PREPARED BY A LICENSED LANDSCAPE ARCHITECT. SCREENE 27. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AS-BUILTS AND ENGINEERS 18. ALL SUBSTANDARD, SIDEWALKS' AND SIDEWALK RAMPS ADJACENT TO OR A PART OF, BUILDING W\SWING GATE DOLLARD PARCEL B THE'PROJECT SHALL BE BROUGHT. UP TO STANDARD PRIOR TO THE ISSUANCE OF ALL PARKING STALLS SHALL BE PAINTED WITH 6" WIDE WHITE STRIPING. DETAIL 8 plan. NTS CERTIFICATE(S) OF OCCUPANCY. Conditions of approval are: Placement and 30. 19. LOCATIONS OF TRASH DUMPSTERS TO BE COORDINATED WITH THE CITY OF display of all changes to the configuration for 31, TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED PARK PLACE BUILDING LIMITED 2121 PONCE DE LEON BLVD. CLEARWATER SANITATION DEPARTMENT. ALL DUMPSTERS WILL BE SCREENEDIIN PARK PLACE BUILDING LIMITED Parcel A on the site plan, with accompanying AT APPROPRIATE LOCATIONS IN�ACCORDANCE WITH THE STANDARDS SET FORTH BY THE MANUAL ON,UNIFORM TRAFFIC CONTROL DEVICES CORAL GABLES, FLORIDA 33134 ACCORDANCE WITH THE CITY OF CLEARWATER REQUIREMENTS. 2121 PONCE DE LEON BLVD. PHASING NOTES AS ADOPTED BY� THE f LORIDA DEPT. OF TRANS. UNDER RULE 14-15.010,' 20. THE SITE IS LOCATED WITHIN FLOOD ZONE ",X" (AREAS OF 500-YEAR FLOODr AIRES OF CORAL GABLES, FLORIDA 33134 SEE PHASING PLAN (SHT. 3 OF 3) FOR ADDITIONAL INFORMATION. Certified as a true and correct copy. On Jul), 100� -YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN I FOOT, OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILEI AND AREAS,PROTECTED BY LEVEES FROM 100-YEAR PHASE I: 20, 1995, the Development Review FLOOD) AS SHOWN11ON FIRM FLOOD INSURANCE RATE MAP --PANEL 125096-0017 Do DATED AUGUST, 19,.1991.� PARCEL A - CONSTRUCT WATER LINE CONNECTION, BARRICADES i Committee approved a major amendment to 21. ALL PRACTICABLE'AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION 'PARCEL B - CONSTRUCT (CONSTRUCT BUILDING, PAVING, UTILITIES AND ENTIRE PARCEL AS SHOWN) LANDSCAPING I the site plan'last certified on April 18, 1.995 TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER EIROSION�AND SILTATION� PARCEL C CONSTRUCT BUILDING, PAVING, UTILITIES AND LANDSCAPING for'PAfk'P1a�&0utpAr&1s- j CONTROL POLICY. (CONSTRUCT ENTIRE PARCEL AS SHOWN) 22. RAISED CURBS,TO, BE CONSTRUCTED WHERE INTERIOR LANDSCAPE AREAS,ABUT PARCEL D - CONSTRUCT PAVING, UTILITIES (SEE PHASING PLAN) I the City of Witness my hand an the sea of PAVEMENT. PARCEL'E - CONSTRUCT S.W.M.S. (AS SHOWN) (:97_�, - , If rwater this , �11 �Yust, 1995. -lea 23. NO TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT HAS Cott.rli 1;)ZP1Jr_1Uo OT 1 r1r_ %A I T Vr, %,LC.AMVVA I r—r% �%A 1 1 CODE 91HAP I E-111 98). 1 HE CONTRACTOR IS TO EXERCISE EXTREME CAU ION IN THE VICINITY, OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY PHASE3r VIOLATION OF CITY OF CLEARWATER, CODES. CONSTRUCT BUILDING PAVING UTILITIES AND I ANDSCAPIMr- PARCEL A .34.23 so - - - - - - INV 96 (N) 7,11,12 —10.12* MIN. BLDG, SETBACK EX. PARKING LOT7\ SEE DETAIL C SEE DETAIL F Uj 0 94 (SE) V 2& 0 19 LU MIN. BLDG. SETBACK MH z ARIkNG S8903 '31"Ej C FF U -all Id. WA1,1z. VuF F 0 EX.STORMWATER 5' MIN. LANDSCAPE BUFFER 91147AW, pwr a MIN. UIA UF F z 0 14.5 MANAGEMENT 12 0 S00013'59"E SYSTEM -P 10.00, 1 / 9. 0 3'r SD E 6 Typ 6"x6" T.S.8V 4 � sj, 14 2- STOP SIG 0 N89*46'01"E _-.-40' MIN. BLDG. SETBACK _P 9 5 MIN. LANDSCAPE BUFFER-I STOP SIG 8 STOP BAR E41 PE BUFFER 0 1 .. / 111 1, 1 - 411 12,7 KAU 7 SA 2G20 (S) Of go 7570, 5* MIN. LANDSCA t 0 0 N89*46'OrE. p L 0 0 jW A X N 4 0.2. It 6011 20EI.03' -R%50 .,MN ULrD3GTE,,ACR 010 A RA 0 2- 4 4 4'5. 14 a FaS 9 5' BEND M. 0 CIO I 17 0 228.33' a STOPBA Aq 6 to 5 PilI V T�. 1 1 9.9 A - W 1\ ICTION C JGRE \r HILO t 5.12 4? 5. to 5.12 4? SS EGRESS EA top SIG z 2 ER OR 5870.PG.13 If 140 10.12 0 A ul EX PAVING STOP SIGN 8 ST P,,BAR BAR 0 0 - avv*46'53"W 7'_4_'_'EN Is P. JL 4_j 9 5 22/ z J a STOr BAR 45' 2 0 12tK P ASE 0 x 0 6 3 A 35. It' L.P. in ­ f 11 - x 14 1 1 0 4 . 2 % It 4.1 4 t90 9% 010 0 ItA A. 4*0 0 NATURAU to 10' FLORIDA POWER EASEMENT ��-670 26 12 0 1 1 — I > 0 *4 0 22 50*9 IS, 5 < 5 9 1 O.R. 5874. PG. 1864 MIN. LANDSCAPIEo BUFFER 10 (D qj i LLJ D 2 tz 0 DEAD 6 *4 10 MIN. TG� SETBACK<�- '114/ DEAD 7 10 8 046'01" E TI 41" 4J P14,11SE a z 1 107.04' '-?'\I '24`- 1 N�\ W� 14046 1 to LLJ Lj re) R M a 0 1 1 0 71.10 =AM' 4 9 oto a 00. TY, 7 7 ----,SEE DETAIL B. x ASE 0 9 PH W 'LOADIN - L, / — LLj LLJ to- RCP tj �.j 0 126 21 P E PF(ASE /I In SEE A 0 10, PARCEL, B 0 Ite a 17 4 05 7 M 5 *4 4' O'� DET 9 RCP 0 a PH o H P! T.0.84 35.50 -*t- HP, 1 9.9 0 1 25 / 0' .0. j7j U 'S TEX MEX 6*1' 1 -, I � /a -47 DAW.- 100 YR, TIA 6 D.L.W. 33A 0 21 4P LLJ 1> RUBY 39 % t 21C K.W.L. 32.50 5 '9 7 0 6 L0 2�/ U 7,007 SF 0 10 23 21 * 94 Is I . - k Iwo 0 MOZZARELLA'$ C3 t2 4-14-4 1 PECAN 'TUESDAY" 0 oto. )4' - of z BOTT A < 4J 4 1A 5782SF IS 0 EX. PARKING so *8�9 D PHASE 11 �1 I z; PA 4 -10 _j 0 L\J _2 f,5534 SF 00' -._tl 4' a 010 10 4 to 7.8 _j _j LOT 4.1 7 .5 . I . . 11 10 6 \ PHASE 0 ... _ _ . , I 7 -) 0 LL. x III, �� I � DEAD 5 J, 6 * "A" 06 23 Mra_ 411 0 6.9 �'44 18 07.4 :016 0 411 on 'Jx 4 LLJ LLJ SpO 4 19.5'( Par. 9 22 + * -\*,. 6 r, I PARCEL D 0 1.22 r 0 24 D ;j2 09 6 WA ...... 05.89 0, _jUj 20 7 10, _j K qn. _I/ . I - I _. 4 0 RjG r. 10 PA —I__,f7H_ASE L0 MIN. BLDG. SETBAC DEA�j PATI A 'I U) ; 1 0 1 - - - - - - . .... AREA zz + f DELI SIAM 01 DO 4UJ _Uj SCHLOTZSKY'S 1.596 SF 12� Uj X 2700 SF 10 W HIM < z 11.12 Cr t;q � I 126 z - r?) LLJ 44 0 _j BUFFE 40 U) 5' MIN. LANDSCAPE PARCEL I CL In C oI c== _3 U) It. r co U ILL 4 F < 24 fT�l 411, 4#8 j, 4 is In 0 4 W e t, _j 0 oto X-1 X-, 22 41; \ - i:1,1 M C� 0 _j \0.20 TYP z 0 -33-- W 01:� P. E.P. M �Typ. L.P. )IS 0 44.11 E 2 0 IN 140, W, 44N R L P 14 40 0D AS (T =5' .) \PHASEs 8 C\j a EXIST. 4" GAS EXIST. 4" GAS 11E 1 is 3r _j 41 a 201 0G. SETBA N-L, 47* SEE NOTE 1 91 A. 0 j In MINI L W .44 re G. 7 . Q9 R INV. 9021 0 INV. 25JO Of - We MET EX.STORMWATER 70 0 g- arm_—I AM 4 )��A low) MANAGEMENT 07 0 25' MIN. BLDG, SETBAC W SYSTEM S. M cr —4- 10 0' MIN. LANDSCAPE Ilu 12 NIIN, �ANDSCAPE BUFFE nil V,,T A GN LA 6, 110 0 _LfTYM 26 0 1— . 4- GkS ----10' MIN. LANDSCAPE BUFFER MIN.JLANDSCAPE BUFFER I WM �OSF !�� =;;,� D V jjDEWAL� PROPOSED 6, sIDEW L :3 EX. FRE HYDRANT RIM=44.75 PR RIM.36.80 _N INV. _TE Ld INV.37.79�0 U M 2" WM -16 DCVA Ir'PVC 9AN.9 MH MH �AN.S 12.87 0 W) 12" CLAY 12" CLAY --- ---- .23.70 2395 C_ N)) �MHINV. �6' MIN. BL G SETBACK-/ RIM.40.74 2" PE (G)fADA D.) 3 z D 4" EIIW (G) (ABAND.) 24'77 MH INV,36.83(E) R'M, N1110 OAS >_ 10 MIN. LANDS 4 BIW INV. 333.94 W�_ — 7— C PE BUFFE INV 36.94(W) _(ABAND.) EX� PAVING L �12- W (ABANDONED) 170 U�l 12" DI OT ED ....... GAS (AD* 4­1 a. (ABAND GULF TO BAY BOULEVARD SIR 60 (R\W VARIES) 0 EX. CONIC. MEDIAN LO LO z 0 EXISTING DUAL TURN LANE z < EX, CONIC. MEDIAR 1-7 77 7/ Z71L too"Iiew z NOTE LEGAL DESCRIPTIONo' Parcel "A" A DRAINAGE CONNECTION PERMIT WILL BE SUBMITTED TO THE FDOT FOR THE STORMWATER MANAGEMENT, Lu 2670 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "B" 2680 GULF TO BAY BOULEVARD Z LEGAL DESCRIPTION, Parcel "C" 2710 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "D" 2730 GULF TO BAY BOULEVARDr LEGAL DESCRIPTION. Parcel "E" SYSTEM (SWMS). A NOTICED GENERAL PERMIT WILL BE SUBMITTED TO SWFWMD FOR THE SWMS. A DREDGE 0) AND FILL PERMIT WILL BE SUBMITTED TO THE ARMY CORPS OF ENGINEERS (ACOE) FOR THE IMPACT TO 0; A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section U.1, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of !Parcel I and lyinq within the Northwest 1/4 of Section 17, F- 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly THEIR CLAIMED JURISDICTIONAL AREA. CROSSOVER AGREEMENTS FOR TRAFFIC CIRCULATION, DRAINAGE, < described as follows, described as follows, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East,, Pinellas County, Florida and being more particularly SANITARY SEWER, WATER SERVICE AND GAS SERVICE WILL BE PROVIDED AS REQUIRED. Z3 - described as follows, described'as follows, described as follows. 0 In C0 U) Commence at Center of sold Section 17, some also being the point of Intersection of the Commence at Center of sold Section 17, some also being the point of Intersection of the TM < Commence at Center of sold Section 17, some also being the point of Intersection with the Commence at Center of sold Section 17, some also being the point of intersection with the Commence at Center of sold Section 17, some also being the point of Intersection with the I 0-d centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144)1 thence centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence 146 0 centerlines of Gulf-To-Bay Boulevard (S.R. 60),and Hampton Road (C.R. 144), thence centerlInes of Gulf-To-Bay Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence centerlines of Gulf-To-By Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence I z S89*46'01"W. along the South line of the Northwest 114 of said Section 17, some bein S89*46'01"W, along the South fine of the Northwest 1/4 of said Section 17, same being CY) S89*46'01"W. along the South line, of the Northwest 1/4 of sold Section 17, some being, 0 1 %0� the centerline of Gulf-To-Bay Boulevard. for 1759.38 feet, thence leaving sold centerl?ne the centerline of Gulf-To-Bay Boulevard, for 1507.65 feet, thence leaving said centerline S89046'01"W, along the South line of the Northwest 1/4 of sold Section,17, some being S89*46'01"W. along the uth line :of the Northwest 114 of said Section 17, some being tl� the centerline of sold Gulf-To-Bay Boulevard, for 1114.84 feet, thence leaving sold I the centerline of sold Gulf-To-Boy Boulevard, for 909.82 feeil thence leaving sold centerline the centerlIne of said Gulf-To-Bay Boulevard, for 660.00 feet, thence leaving sold centerline III Uj NOO*13'59"W. for 65.35 feel to the point of Intersection with aforesaid North right-of- NOO"13'59"W. for. 76.21 feet to the point of Intersection with aforesaid North right-of- �Ix z centerline NOO*13'59"W, for 74.86 feel to the point of Intersection with the North right- 1 NOO*13'59"W. for 62.71 feet to the point of intersection with the North right-of-way line NOO*19'21"W, for 60.00 feet to the point of Intersection with the North rl ht-, f-way line 3 Way line of Gulf-To-Bayf Boulevard as described In Official Records Book,71 1057 way line of Gulf -To-Bay, Boulevard and the westerly right-of-way line of aforesaid Park thence S8946'01"W, JUL 2 8 1995 "Y Z)'' z 0 09' of-way line of Gulf-To-Boy Boulevard a of sold Gulf-To-Bay Boulevard and the POINT OF BEGINNING1 W of the Public Records Pinellas County. Florida. said point being the PO NT OFpage Place Boulevard, sold point also being the POINT OF BEGINNING, thence 5 described In Official Records Book 7109, 0 of Gulf-To-Bay Boulevard as described In Official Records Book 7109, page 1057 of the Ln 1057 of the Public Records of Pinellas County, Florida, sold point being the POINT Public Records of Pinellas County, Florida, sold point being the POINT OF BEGINNING, alon * ihe sold North right-of-way line, for 203.97 feel to the North right-of-woy line of Gulf- BEGINNING, thence S87*17'49"W, along sold North right-of-way line, for 123.51 feet, S67017'49"W. along the North rIgNht-of-w line of sold Gulf-To-Bay Boulevard. for 0 d r,% -of-way line of Gulf-To- thence N86*50'35"W, along the oresold North line of Gulf-To-Boy Boulevard, for BEGINNING, thence N86050'35"W, along aforesaid North right of a z thence leaving sold North right-of-way line NOI*04'04"E. for 199.81 feet, thence 251.97,feet, thence leaving so orth t-of-way line NOO*13'59'W. for 143.12 feel, T q, Boulevard as described in, Official Records Book 7109, page 1057 of the Public co Bay Boulevard, for 27.89 feet, thence S89*46'01"W, for 150.61 feet to the easterly right- 205.38 feet, thence leaving sold line NOO*19'21"W. for 302.59 feet, thence Recor 9 of Pinellas County. Floridal thence N66050'35"W. alon sold North right-of-way CITY OF CLEARWATER 0 N89*46'01"E, for 102.04 feeil thence NOO'13'59"W, for 90.00 feet, thence thence N89*46'01"E. for 2.12 feeh thence NOO*46'53"E. for 63.59 feet, thence S89*13'07"E, of- line of Park Place Boulevard as described In Official Records Book 7109, page 1057 S89*38'31"E, for 237.07 feet, thence SOO*13'59"E. for 34.98 feetj thence line, for 45.84 feet, thence leaving sold North right-of-way In'e N00*19'21"W, for 277.31 M N89*46'01"E, for 75.00 feell thence SOO*13'59"E, for 10.00 feetj thence for 42.00 featj 1hence S89*07'34"E, for 35.45 feet, thence S89007'34"E, for 34.62 feett wo a) of they Public Records of Pinellas County, Florida, thence along sold easterly ri ht-of-way S89*46'01"W, for 32.00 feel, thence SOO*19'21"E. for 277.31 feet to the POINT OF feet, thence N89*46'01"E, for 249.75 feet, thence SOO*19'21"E, for 280.02 feet to N89*46'01"E, for 22.30 feel, thence S00013'59"E, for 33.71 feel, thence S89*07'34 E, thence NOO*13'59"W. for 33.71 feet. thence N89*46'01"E. for 206.03 feet to the point t- line the following two (2) courses, (1) thence N42*08'20"W, for 51.72 feet, (23 thence BEGINNING'and containing 1.47 acres, more or less. the POINT OF BEGINNING and containing 1.60 acres, more or less. - REVISIONS PER DRC COMMENTS. REV. PARCEL A 8 B BOUNDARY, for 34.62 feet, thence SOO*46'53"W, for 35.45 feet, thence N89*13'07"W, for 42.00 of Intersection with the aforesaid westerly rl?h�-of-way of Pork Place Boulevard, thence alo N07*45'25"W, for 267.30 feet, thence leaving sold easterl� right-of-way line 13 7'25-95 SITE DATA LEGAL DESC. feet, thence SOO*46'53"W, for 63.59 feet, thence S89*46*01"W, for 2.12 feet, thence sold westerly right-of-way the Ito lowing two 2 courses, (1) thence SOO*13'59"E, for 229.6n' feet, Ft 1 6 S89*38'31"E. for 247.54 feell thence SOO*1921"E, for 30,' .59 feet to the POINT OF FROM PARCEL C. ADDED I PARKING SPACE TO PARCEL D a. 7 7-10-95 more or less. SOO*13'59"E. for 143.12 feel to the POINT OF BEGINNING and containing .70 (2) thence S45'29*32"W. for 48.58 feet to the POINT OF BEGINNING and containing 1.65 acres, BEGINNING and containing 1.57 acres, more or less. �REV. PARCEL Do ADDED PHASE PLAN (SHEET 3) acres, more or less. - 1 11, E ob 6 6-1-95 REV. PARCEL � At SITE 8 PARKING LAYOUT AND USE. -95 REV. PARCELS C a Do BLDG. S.F. 8 SITE DATA, REM. 2 PARKING 5 3-17. SPACES FROM PARCEL C, ADDED I PARKING SPACE TO PARCEL D JOB NO. 0- CONTROL OFFICER IN THIS SPACE TPARCE'LS 4 12-27-94 .,PARCEL C. MIRROR BLDG., REV. LOADING,ZONE, HANDICAP PARKING It DESIGNED THE SIGNATURE Of THE QUALITY PARK PLACE GDM INDICATES THAT ALL I REQUIRED KING ENGINEERING ASSOCIArES 1999-259-000 It - 11VC, REV. PARCEL C, BUILDING FOOTPRINT, LOADING ZONE, HANDICAP 31RAWN, FOR FELD BOOK NO. PERMITS HAVE BEEN OBTAINED 3 12-9-94 PARKING, 8 RAMPING AND PARKING ON WEST -SIDE, OF BUILDING. CL REV. PARCEL'B, ADDED FIRE LINE AND THAT CONSTRUCTION IS Engineers - Planners Surveyors - Scientists Lands Architects, LINCOLN COMMERCIA PROPERTIES SHT. JLW/CAD_ cape FINAL SITE PLAN CHECKED AUTHORIZED TO COMMENCE. 24945 U S 19 N 5010 West Kennedy Blvd 8406 Massachusetts Ave. 2 REM. DRIVEWAYS, REV. WATER LINE, DUMPSTERS 8 PARKING DATE. 2648 STATE ROAD 434 WEST, SUITE B Clearwater, FL, Suite A-2 1 7-21-94 6-2-94 MRS 34�23 Suite 200, F] GENERAL REVISIONS PER CITY COMMENTS F] (813) 791-1441 Tampa, FL. 33609 New Port Richey, FIL. 34653 LONGWOOD, FLORIDA 32779 SCALE. G.C. -0111 ***'0"3 too 0 IN AIN kT SE V x T.S-BL , LRI;� -I C - - SIGJ STOP BAR to 8 STOP It E '. - ' I I. l-Ii 141 (813) 282 (813) 846-0904 NO. DATE 'REVISIONS (407) 862-940 1" 40, OF CD- JJG, U_ 0 1 REMOVE BARRICADES (CONSTRUCT ENTIRE PARCEL AS SHOWN) — 4 � — I Deputy City BLOCK WALL TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY KING ENGINEERING ASSOCIATES. INC. 47: 0 ­�­ - 25. 1 ARCHITECTURAL INFORMATION FOR RUBY TUESDAY AND MOZZARELLA'S PROVIDED BY,,RAYMOND AND ASSOCIATES, P.A. ARCHITECTS (813)786 1937. PARCEL D CONSTRUCT BUILDING,, UTILITIES AND LANDSCAPING -BOLLARDS 1 (,ARCHITECTURAL INFORMATION FOR TIA'S TEX-MEX PROVIDED BY TIA'S TEX MEX 14)739-9033. DOLLARDS 4:. (CONSTRUCT ENTIRE PARCEL AS SHOWN) i configurati 4 12' CLR. \ &' n w' 01-t change additional parking' f,j PENIN BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY WITH APPLICABLE FEES BEING PAID BY THE OWNER. SCREENE 27. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AS-BUILTS AND ENGINEERS DUMPSTER PAD BUILDING W\SWING GATE DOLLARD PARCEL B 28. ALL PARKING STALLS SHALL BE PAINTED WITH 6" WIDE WHITE STRIPING. DETAIL 8 plan. NTS STOP BARS SHALL BE 24 INCHES WIDE AND PAINTED WHITE. .34.23 so - - - - - - INV 96 (N) 7,11,12 —10.12* MIN. BLDG, SETBACK EX. PARKING LOT7\ SEE DETAIL C SEE DETAIL F Uj 0 94 (SE) V 2& 0 19 LU MIN. BLDG. SETBACK MH z ARIkNG S8903 '31"Ej C FF U -all Id. WA1,1z. VuF F 0 EX.STORMWATER 5' MIN. LANDSCAPE BUFFER 91147AW, pwr a MIN. UIA UF F z 0 14.5 MANAGEMENT 12 0 S00013'59"E SYSTEM -P 10.00, 1 / 9. 0 3'r SD E 6 Typ 6"x6" T.S.8V 4 � sj, 14 2- STOP SIG 0 N89*46'01"E _-.-40' MIN. BLDG. SETBACK _P 9 5 MIN. LANDSCAPE BUFFER-I STOP SIG 8 STOP BAR E41 PE BUFFER 0 1 .. / 111 1, 1 - 411 12,7 KAU 7 SA 2G20 (S) Of go 7570, 5* MIN. LANDSCA t 0 0 N89*46'OrE. p L 0 0 jW A X N 4 0.2. It 6011 20EI.03' -R%50 .,MN ULrD3GTE,,ACR 010 A RA 0 2- 4 4 4'5. 14 a FaS 9 5' BEND M. 0 CIO I 17 0 228.33' a STOPBA Aq 6 to 5 PilI V T�. 1 1 9.9 A - W 1\ ICTION C JGRE \r HILO t 5.12 4? 5. to 5.12 4? SS EGRESS EA top SIG z 2 ER OR 5870.PG.13 If 140 10.12 0 A ul EX PAVING STOP SIGN 8 ST P,,BAR BAR 0 0 - avv*46'53"W 7'_4_'_'EN Is P. JL 4_j 9 5 22/ z J a STOr BAR 45' 2 0 12tK P ASE 0 x 0 6 3 A 35. It' L.P. in ­ f 11 - x 14 1 1 0 4 . 2 % It 4.1 4 t90 9% 010 0 ItA A. 4*0 0 NATURAU to 10' FLORIDA POWER EASEMENT ��-670 26 12 0 1 1 — I > 0 *4 0 22 50*9 IS, 5 < 5 9 1 O.R. 5874. PG. 1864 MIN. LANDSCAPIEo BUFFER 10 (D qj i LLJ D 2 tz 0 DEAD 6 *4 10 MIN. TG� SETBACK<�- '114/ DEAD 7 10 8 046'01" E TI 41" 4J P14,11SE a z 1 107.04' '-?'\I '24`- 1 N�\ W� 14046 1 to LLJ Lj re) R M a 0 1 1 0 71.10 =AM' 4 9 oto a 00. TY, 7 7 ----,SEE DETAIL B. x ASE 0 9 PH W 'LOADIN - L, / — LLj LLJ to- RCP tj �.j 0 126 21 P E PF(ASE /I In SEE A 0 10, PARCEL, B 0 Ite a 17 4 05 7 M 5 *4 4' O'� DET 9 RCP 0 a PH o H P! T.0.84 35.50 -*t- HP, 1 9.9 0 1 25 / 0' .0. j7j U 'S TEX MEX 6*1' 1 -, I � /a -47 DAW.- 100 YR, TIA 6 D.L.W. 33A 0 21 4P LLJ 1> RUBY 39 % t 21C K.W.L. 32.50 5 '9 7 0 6 L0 2�/ U 7,007 SF 0 10 23 21 * 94 Is I . - k Iwo 0 MOZZARELLA'$ C3 t2 4-14-4 1 PECAN 'TUESDAY" 0 oto. )4' - of z BOTT A < 4J 4 1A 5782SF IS 0 EX. PARKING so *8�9 D PHASE 11 �1 I z; PA 4 -10 _j 0 L\J _2 f,5534 SF 00' -._tl 4' a 010 10 4 to 7.8 _j _j LOT 4.1 7 .5 . I . . 11 10 6 \ PHASE 0 ... _ _ . , I 7 -) 0 LL. x III, �� I � DEAD 5 J, 6 * "A" 06 23 Mra_ 411 0 6.9 �'44 18 07.4 :016 0 411 on 'Jx 4 LLJ LLJ SpO 4 19.5'( Par. 9 22 + * -\*,. 6 r, I PARCEL D 0 1.22 r 0 24 D ;j2 09 6 WA ...... 05.89 0, _jUj 20 7 10, _j K qn. _I/ . I - I _. 4 0 RjG r. 10 PA —I__,f7H_ASE L0 MIN. BLDG. SETBAC DEA�j PATI A 'I U) ; 1 0 1 - - - - - - . .... AREA zz + f DELI SIAM 01 DO 4UJ _Uj SCHLOTZSKY'S 1.596 SF 12� Uj X 2700 SF 10 W HIM < z 11.12 Cr t;q � I 126 z - r?) LLJ 44 0 _j BUFFE 40 U) 5' MIN. LANDSCAPE PARCEL I CL In C oI c== _3 U) It. r co U ILL 4 F < 24 fT�l 411, 4#8 j, 4 is In 0 4 W e t, _j 0 oto X-1 X-, 22 41; \ - i:1,1 M C� 0 _j \0.20 TYP z 0 -33-- W 01:� P. E.P. M �Typ. L.P. )IS 0 44.11 E 2 0 IN 140, W, 44N R L P 14 40 0D AS (T =5' .) \PHASEs 8 C\j a EXIST. 4" GAS EXIST. 4" GAS 11E 1 is 3r _j 41 a 201 0G. SETBA N-L, 47* SEE NOTE 1 91 A. 0 j In MINI L W .44 re G. 7 . Q9 R INV. 9021 0 INV. 25JO Of - We MET EX.STORMWATER 70 0 g- arm_—I AM 4 )��A low) MANAGEMENT 07 0 25' MIN. BLDG, SETBAC W SYSTEM S. M cr —4- 10 0' MIN. LANDSCAPE Ilu 12 NIIN, �ANDSCAPE BUFFE nil V,,T A GN LA 6, 110 0 _LfTYM 26 0 1— . 4- GkS ----10' MIN. LANDSCAPE BUFFER MIN.JLANDSCAPE BUFFER I WM �OSF !�� =;;,� D V jjDEWAL� PROPOSED 6, sIDEW L :3 EX. FRE HYDRANT RIM=44.75 PR RIM.36.80 _N INV. _TE Ld INV.37.79�0 U M 2" WM -16 DCVA Ir'PVC 9AN.9 MH MH �AN.S 12.87 0 W) 12" CLAY 12" CLAY --- ---- .23.70 2395 C_ N)) �MHINV. �6' MIN. BL G SETBACK-/ RIM.40.74 2" PE (G)fADA D.) 3 z D 4" EIIW (G) (ABAND.) 24'77 MH INV,36.83(E) R'M, N1110 OAS >_ 10 MIN. LANDS 4 BIW INV. 333.94 W�_ — 7— C PE BUFFE INV 36.94(W) _(ABAND.) EX� PAVING L �12- W (ABANDONED) 170 U�l 12" DI OT ED ....... GAS (AD* 4­1 a. (ABAND GULF TO BAY BOULEVARD SIR 60 (R\W VARIES) 0 EX. CONIC. MEDIAN LO LO z 0 EXISTING DUAL TURN LANE z < EX, CONIC. MEDIAR 1-7 77 7/ Z71L too"Iiew z NOTE LEGAL DESCRIPTIONo' Parcel "A" A DRAINAGE CONNECTION PERMIT WILL BE SUBMITTED TO THE FDOT FOR THE STORMWATER MANAGEMENT, Lu 2670 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "B" 2680 GULF TO BAY BOULEVARD Z LEGAL DESCRIPTION, Parcel "C" 2710 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "D" 2730 GULF TO BAY BOULEVARDr LEGAL DESCRIPTION. Parcel "E" SYSTEM (SWMS). A NOTICED GENERAL PERMIT WILL BE SUBMITTED TO SWFWMD FOR THE SWMS. A DREDGE 0) AND FILL PERMIT WILL BE SUBMITTED TO THE ARMY CORPS OF ENGINEERS (ACOE) FOR THE IMPACT TO 0; A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section U.1, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of !Parcel I and lyinq within the Northwest 1/4 of Section 17, F- 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly THEIR CLAIMED JURISDICTIONAL AREA. CROSSOVER AGREEMENTS FOR TRAFFIC CIRCULATION, DRAINAGE, < described as follows, described as follows, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East,, Pinellas County, Florida and being more particularly SANITARY SEWER, WATER SERVICE AND GAS SERVICE WILL BE PROVIDED AS REQUIRED. Z3 - described as follows, described'as follows, described as follows. 0 In C0 U) Commence at Center of sold Section 17, some also being the point of Intersection of the Commence at Center of sold Section 17, some also being the point of Intersection of the TM < Commence at Center of sold Section 17, some also being the point of Intersection with the Commence at Center of sold Section 17, some also being the point of intersection with the Commence at Center of sold Section 17, some also being the point of Intersection with the I 0-d centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144)1 thence centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence 146 0 centerlines of Gulf-To-Bay Boulevard (S.R. 60),and Hampton Road (C.R. 144), thence centerlInes of Gulf-To-Bay Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence centerlines of Gulf-To-By Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence I z S89*46'01"W. along the South line of the Northwest 114 of said Section 17, some bein S89*46'01"W, along the South fine of the Northwest 1/4 of said Section 17, same being CY) S89*46'01"W. along the South line, of the Northwest 1/4 of sold Section 17, some being, 0 1 %0� the centerline of Gulf-To-Bay Boulevard. for 1759.38 feet, thence leaving sold centerl?ne the centerline of Gulf-To-Bay Boulevard, for 1507.65 feet, thence leaving said centerline S89046'01"W, along the South line of the Northwest 1/4 of sold Section,17, some being S89*46'01"W. along the uth line :of the Northwest 114 of said Section 17, some being tl� the centerline of sold Gulf-To-Bay Boulevard, for 1114.84 feet, thence leaving sold I the centerline of sold Gulf-To-Boy Boulevard, for 909.82 feeil thence leaving sold centerline the centerlIne of said Gulf-To-Bay Boulevard, for 660.00 feet, thence leaving sold centerline III Uj NOO*13'59"W. for 65.35 feel to the point of Intersection with aforesaid North right-of- NOO"13'59"W. for. 76.21 feet to the point of Intersection with aforesaid North right-of- �Ix z centerline NOO*13'59"W, for 74.86 feel to the point of Intersection with the North right- 1 NOO*13'59"W. for 62.71 feet to the point of intersection with the North right-of-way line NOO*19'21"W, for 60.00 feet to the point of Intersection with the North rl ht-, f-way line 3 Way line of Gulf-To-Bayf Boulevard as described In Official Records Book,71 1057 way line of Gulf -To-Bay, Boulevard and the westerly right-of-way line of aforesaid Park thence S8946'01"W, JUL 2 8 1995 "Y Z)'' z 0 09' of-way line of Gulf-To-Boy Boulevard a of sold Gulf-To-Bay Boulevard and the POINT OF BEGINNING1 W of the Public Records Pinellas County. Florida. said point being the PO NT OFpage Place Boulevard, sold point also being the POINT OF BEGINNING, thence 5 described In Official Records Book 7109, 0 of Gulf-To-Bay Boulevard as described In Official Records Book 7109, page 1057 of the Ln 1057 of the Public Records of Pinellas County, Florida, sold point being the POINT Public Records of Pinellas County, Florida, sold point being the POINT OF BEGINNING, alon * ihe sold North right-of-way line, for 203.97 feel to the North right-of-woy line of Gulf- BEGINNING, thence S87*17'49"W, along sold North right-of-way line, for 123.51 feet, S67017'49"W. along the North rIgNht-of-w line of sold Gulf-To-Bay Boulevard. for 0 d r,% -of-way line of Gulf-To- thence N86*50'35"W, along the oresold North line of Gulf-To-Boy Boulevard, for BEGINNING, thence N86050'35"W, along aforesaid North right of a z thence leaving sold North right-of-way line NOI*04'04"E. for 199.81 feet, thence 251.97,feet, thence leaving so orth t-of-way line NOO*13'59'W. for 143.12 feel, T q, Boulevard as described in, Official Records Book 7109, page 1057 of the Public co Bay Boulevard, for 27.89 feet, thence S89*46'01"W, for 150.61 feet to the easterly right- 205.38 feet, thence leaving sold line NOO*19'21"W. for 302.59 feet, thence Recor 9 of Pinellas County. Floridal thence N66050'35"W. alon sold North right-of-way CITY OF CLEARWATER 0 N89*46'01"E, for 102.04 feeil thence NOO'13'59"W, for 90.00 feet, thence thence N89*46'01"E. for 2.12 feeh thence NOO*46'53"E. for 63.59 feet, thence S89*13'07"E, of- line of Park Place Boulevard as described In Official Records Book 7109, page 1057 S89*38'31"E, for 237.07 feet, thence SOO*13'59"E. for 34.98 feetj thence line, for 45.84 feet, thence leaving sold North right-of-way In'e N00*19'21"W, for 277.31 M N89*46'01"E, for 75.00 feell thence SOO*13'59"E, for 10.00 feetj thence for 42.00 featj 1hence S89*07'34"E, for 35.45 feet, thence S89007'34"E, for 34.62 feett wo a) of they Public Records of Pinellas County, Florida, thence along sold easterly ri ht-of-way S89*46'01"W, for 32.00 feel, thence SOO*19'21"E. for 277.31 feet to the POINT OF feet, thence N89*46'01"E, for 249.75 feet, thence SOO*19'21"E, for 280.02 feet to N89*46'01"E, for 22.30 feel, thence S00013'59"E, for 33.71 feel, thence S89*07'34 E, thence NOO*13'59"W. for 33.71 feet. thence N89*46'01"E. for 206.03 feet to the point t- line the following two (2) courses, (1) thence N42*08'20"W, for 51.72 feet, (23 thence BEGINNING'and containing 1.47 acres, more or less. the POINT OF BEGINNING and containing 1.60 acres, more or less. - REVISIONS PER DRC COMMENTS. REV. PARCEL A 8 B BOUNDARY, for 34.62 feet, thence SOO*46'53"W, for 35.45 feet, thence N89*13'07"W, for 42.00 of Intersection with the aforesaid westerly rl?h�-of-way of Pork Place Boulevard, thence alo N07*45'25"W, for 267.30 feet, thence leaving sold easterl� right-of-way line 13 7'25-95 SITE DATA LEGAL DESC. feet, thence SOO*46'53"W, for 63.59 feet, thence S89*46*01"W, for 2.12 feet, thence sold westerly right-of-way the Ito lowing two 2 courses, (1) thence SOO*13'59"E, for 229.6n' feet, Ft 1 6 S89*38'31"E. for 247.54 feell thence SOO*1921"E, for 30,' .59 feet to the POINT OF FROM PARCEL C. ADDED I PARKING SPACE TO PARCEL D a. 7 7-10-95 more or less. SOO*13'59"E. for 143.12 feel to the POINT OF BEGINNING and containing .70 (2) thence S45'29*32"W. for 48.58 feet to the POINT OF BEGINNING and containing 1.65 acres, BEGINNING and containing 1.57 acres, more or less. �REV. PARCEL Do ADDED PHASE PLAN (SHEET 3) acres, more or less. - 1 11, E ob 6 6-1-95 REV. PARCEL � At SITE 8 PARKING LAYOUT AND USE. -95 REV. PARCELS C a Do BLDG. S.F. 8 SITE DATA, REM. 2 PARKING 5 3-17. SPACES FROM PARCEL C, ADDED I PARKING SPACE TO PARCEL D JOB NO. 0- CONTROL OFFICER IN THIS SPACE TPARCE'LS 4 12-27-94 .,PARCEL C. MIRROR BLDG., REV. LOADING,ZONE, HANDICAP PARKING It DESIGNED THE SIGNATURE Of THE QUALITY PARK PLACE GDM INDICATES THAT ALL I REQUIRED KING ENGINEERING ASSOCIArES 1999-259-000 It - 11VC, REV. PARCEL C, BUILDING FOOTPRINT, LOADING ZONE, HANDICAP 31RAWN, FOR FELD BOOK NO. PERMITS HAVE BEEN OBTAINED 3 12-9-94 PARKING, 8 RAMPING AND PARKING ON WEST -SIDE, OF BUILDING. CL REV. PARCEL'B, ADDED FIRE LINE AND THAT CONSTRUCTION IS Engineers - Planners Surveyors - Scientists Lands Architects, LINCOLN COMMERCIA PROPERTIES SHT. JLW/CAD_ cape FINAL SITE PLAN CHECKED AUTHORIZED TO COMMENCE. 24945 U S 19 N 5010 West Kennedy Blvd 8406 Massachusetts Ave. 2 REM. DRIVEWAYS, REV. WATER LINE, DUMPSTERS 8 PARKING DATE. 2648 STATE ROAD 434 WEST, SUITE B Clearwater, FL, Suite A-2 1 7-21-94 6-2-94 MRS 34�23 Suite 200, F] GENERAL REVISIONS PER CITY COMMENTS F] (813) 791-1441 Tampa, FL. 33609 New Port Richey, FIL. 34653 LONGWOOD, FLORIDA 32779 SCALE. G.C. -0111 ***'0"3 too 0 IN AIN kT SE V x T.S-BL , LRI;� -I C - - SIGJ STOP BAR to 8 STOP It E '. - ' I I. l-Ii 141 (813) 282 (813) 846-0904 NO. DATE 'REVISIONS (407) 862-940 1" 40, OF CD- JJG, U_ 0 1 REMOVE BARRICADES (CONSTRUCT ENTIRE PARCEL AS SHOWN) — 4 � — I Deputy City . 24. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PROVIDED BY KING ENGINEERING ASSOCIATES. INC. PHASE Ill 0 ­�­ - 25. 1 ARCHITECTURAL INFORMATION FOR RUBY TUESDAY AND MOZZARELLA'S PROVIDED BY,,RAYMOND AND ASSOCIATES, P.A. ARCHITECTS (813)786 1937. PARCEL D CONSTRUCT BUILDING,, UTILITIES AND LANDSCAPING The adjustment,js t* re� q;�i 11 * , 1 (,ARCHITECTURAL INFORMATION FOR TIA'S TEX-MEX PROVIDED BY TIA'S TEX MEX 14)739-9033. (CONSTRUCT ENTIRE PARCEL AS SHOWN) i configurati 4 \ &' n w' 01-t change additional parking' f,j 26. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY WITH APPLICABLE FEES BEING PAID BY THE OWNER. in use of Parcel A as a� drive-thr fast food 27. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AS-BUILTS AND ENGINEERS restaurant. Also revised were the CERTIFICATION ARE TO BE PROVIDED TO THE ENGINEERING SITE PLAN REVIEW. identification of traffic flow patterns on the 28. ALL PARKING STALLS SHALL BE PAINTED WITH 6" WIDE WHITE STRIPING. plan. 29. STOP BARS SHALL BE 24 INCHES WIDE AND PAINTED WHITE. Conditions of approval are: Placement and 30. ALL STOP SIGNS SHALL BE 36"06" IN SIZE AND SHALL BE 7', ABOVE FINISHED GRADE. display of all changes to the configuration for 31, TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED PARK PLACE BUILDING LIMITED 2121 PONCE DE LEON BLVD. PARK PLACE BUILDING LIMITED Parcel A on the site plan, with accompanying AT APPROPRIATE LOCATIONS IN�ACCORDANCE WITH THE STANDARDS SET FORTH BY THE MANUAL ON,UNIFORM TRAFFIC CONTROL DEVICES CORAL GABLES, FLORIDA 33134 2121 PONCE DE LEON BLVD. changes in the number of parking spaces and AS ADOPTED BY� THE f LORIDA DEPT. OF TRANS. UNDER RULE 14-15.010,' CORAL GABLES, FLORIDA 33134 trees to be noted in the site data table. FLORIDA ADMINISTRATIVE CODE. .34.23 so - - - - - - INV 96 (N) 7,11,12 —10.12* MIN. BLDG, SETBACK EX. PARKING LOT7\ SEE DETAIL C SEE DETAIL F Uj 0 94 (SE) V 2& 0 19 LU MIN. BLDG. SETBACK MH z ARIkNG S8903 '31"Ej C FF U -all Id. WA1,1z. VuF F 0 EX.STORMWATER 5' MIN. LANDSCAPE BUFFER 91147AW, pwr a MIN. UIA UF F z 0 14.5 MANAGEMENT 12 0 S00013'59"E SYSTEM -P 10.00, 1 / 9. 0 3'r SD E 6 Typ 6"x6" T.S.8V 4 � sj, 14 2- STOP SIG 0 N89*46'01"E _-.-40' MIN. BLDG. SETBACK _P 9 5 MIN. LANDSCAPE BUFFER-I STOP SIG 8 STOP BAR E41 PE BUFFER 0 1 .. / 111 1, 1 - 411 12,7 KAU 7 SA 2G20 (S) Of go 7570, 5* MIN. LANDSCA t 0 0 N89*46'OrE. p L 0 0 jW A X N 4 0.2. It 6011 20EI.03' -R%50 .,MN ULrD3GTE,,ACR 010 A RA 0 2- 4 4 4'5. 14 a FaS 9 5' BEND M. 0 CIO I 17 0 228.33' a STOPBA Aq 6 to 5 PilI V T�. 1 1 9.9 A - W 1\ ICTION C JGRE \r HILO t 5.12 4? 5. to 5.12 4? SS EGRESS EA top SIG z 2 ER OR 5870.PG.13 If 140 10.12 0 A ul EX PAVING STOP SIGN 8 ST P,,BAR BAR 0 0 - avv*46'53"W 7'_4_'_'EN Is P. JL 4_j 9 5 22/ z J a STOr BAR 45' 2 0 12tK P ASE 0 x 0 6 3 A 35. It' L.P. in ­ f 11 - x 14 1 1 0 4 . 2 % It 4.1 4 t90 9% 010 0 ItA A. 4*0 0 NATURAU to 10' FLORIDA POWER EASEMENT ��-670 26 12 0 1 1 — I > 0 *4 0 22 50*9 IS, 5 < 5 9 1 O.R. 5874. PG. 1864 MIN. LANDSCAPIEo BUFFER 10 (D qj i LLJ D 2 tz 0 DEAD 6 *4 10 MIN. TG� SETBACK<�- '114/ DEAD 7 10 8 046'01" E TI 41" 4J P14,11SE a z 1 107.04' '-?'\I '24`- 1 N�\ W� 14046 1 to LLJ Lj re) R M a 0 1 1 0 71.10 =AM' 4 9 oto a 00. TY, 7 7 ----,SEE DETAIL B. x ASE 0 9 PH W 'LOADIN - L, / — LLj LLJ to- RCP tj �.j 0 126 21 P E PF(ASE /I In SEE A 0 10, PARCEL, B 0 Ite a 17 4 05 7 M 5 *4 4' O'� DET 9 RCP 0 a PH o H P! T.0.84 35.50 -*t- HP, 1 9.9 0 1 25 / 0' .0. j7j U 'S TEX MEX 6*1' 1 -, I � /a -47 DAW.- 100 YR, TIA 6 D.L.W. 33A 0 21 4P LLJ 1> RUBY 39 % t 21C K.W.L. 32.50 5 '9 7 0 6 L0 2�/ U 7,007 SF 0 10 23 21 * 94 Is I . - k Iwo 0 MOZZARELLA'$ C3 t2 4-14-4 1 PECAN 'TUESDAY" 0 oto. )4' - of z BOTT A < 4J 4 1A 5782SF IS 0 EX. PARKING so *8�9 D PHASE 11 �1 I z; PA 4 -10 _j 0 L\J _2 f,5534 SF 00' -._tl 4' a 010 10 4 to 7.8 _j _j LOT 4.1 7 .5 . I . . 11 10 6 \ PHASE 0 ... _ _ . , I 7 -) 0 LL. x III, �� I � DEAD 5 J, 6 * "A" 06 23 Mra_ 411 0 6.9 �'44 18 07.4 :016 0 411 on 'Jx 4 LLJ LLJ SpO 4 19.5'( Par. 9 22 + * -\*,. 6 r, I PARCEL D 0 1.22 r 0 24 D ;j2 09 6 WA ...... 05.89 0, _jUj 20 7 10, _j K qn. _I/ . I - I _. 4 0 RjG r. 10 PA —I__,f7H_ASE L0 MIN. BLDG. SETBAC DEA�j PATI A 'I U) ; 1 0 1 - - - - - - . .... AREA zz + f DELI SIAM 01 DO 4UJ _Uj SCHLOTZSKY'S 1.596 SF 12� Uj X 2700 SF 10 W HIM < z 11.12 Cr t;q � I 126 z - r?) LLJ 44 0 _j BUFFE 40 U) 5' MIN. LANDSCAPE PARCEL I CL In C oI c== _3 U) It. r co U ILL 4 F < 24 fT�l 411, 4#8 j, 4 is In 0 4 W e t, _j 0 oto X-1 X-, 22 41; \ - i:1,1 M C� 0 _j \0.20 TYP z 0 -33-- W 01:� P. E.P. M �Typ. L.P. )IS 0 44.11 E 2 0 IN 140, W, 44N R L P 14 40 0D AS (T =5' .) \PHASEs 8 C\j a EXIST. 4" GAS EXIST. 4" GAS 11E 1 is 3r _j 41 a 201 0G. SETBA N-L, 47* SEE NOTE 1 91 A. 0 j In MINI L W .44 re G. 7 . Q9 R INV. 9021 0 INV. 25JO Of - We MET EX.STORMWATER 70 0 g- arm_—I AM 4 )��A low) MANAGEMENT 07 0 25' MIN. BLDG, SETBAC W SYSTEM S. M cr —4- 10 0' MIN. LANDSCAPE Ilu 12 NIIN, �ANDSCAPE BUFFE nil V,,T A GN LA 6, 110 0 _LfTYM 26 0 1— . 4- GkS ----10' MIN. LANDSCAPE BUFFER MIN.JLANDSCAPE BUFFER I WM �OSF !�� =;;,� D V jjDEWAL� PROPOSED 6, sIDEW L :3 EX. FRE HYDRANT RIM=44.75 PR RIM.36.80 _N INV. _TE Ld INV.37.79�0 U M 2" WM -16 DCVA Ir'PVC 9AN.9 MH MH �AN.S 12.87 0 W) 12" CLAY 12" CLAY --- ---- .23.70 2395 C_ N)) �MHINV. �6' MIN. BL G SETBACK-/ RIM.40.74 2" PE (G)fADA D.) 3 z D 4" EIIW (G) (ABAND.) 24'77 MH INV,36.83(E) R'M, N1110 OAS >_ 10 MIN. LANDS 4 BIW INV. 333.94 W�_ — 7— C PE BUFFE INV 36.94(W) _(ABAND.) EX� PAVING L �12- W (ABANDONED) 170 U�l 12" DI OT ED ....... GAS (AD* 4­1 a. (ABAND GULF TO BAY BOULEVARD SIR 60 (R\W VARIES) 0 EX. CONIC. MEDIAN LO LO z 0 EXISTING DUAL TURN LANE z < EX, CONIC. MEDIAR 1-7 77 7/ Z71L too"Iiew z NOTE LEGAL DESCRIPTIONo' Parcel "A" A DRAINAGE CONNECTION PERMIT WILL BE SUBMITTED TO THE FDOT FOR THE STORMWATER MANAGEMENT, Lu 2670 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "B" 2680 GULF TO BAY BOULEVARD Z LEGAL DESCRIPTION, Parcel "C" 2710 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "D" 2730 GULF TO BAY BOULEVARDr LEGAL DESCRIPTION. Parcel "E" SYSTEM (SWMS). A NOTICED GENERAL PERMIT WILL BE SUBMITTED TO SWFWMD FOR THE SWMS. A DREDGE 0) AND FILL PERMIT WILL BE SUBMITTED TO THE ARMY CORPS OF ENGINEERS (ACOE) FOR THE IMPACT TO 0; A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section U.1, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of !Parcel I and lyinq within the Northwest 1/4 of Section 17, F- 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly THEIR CLAIMED JURISDICTIONAL AREA. CROSSOVER AGREEMENTS FOR TRAFFIC CIRCULATION, DRAINAGE, < described as follows, described as follows, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East,, Pinellas County, Florida and being more particularly SANITARY SEWER, WATER SERVICE AND GAS SERVICE WILL BE PROVIDED AS REQUIRED. Z3 - described as follows, described'as follows, described as follows. 0 In C0 U) Commence at Center of sold Section 17, some also being the point of Intersection of the Commence at Center of sold Section 17, some also being the point of Intersection of the TM < Commence at Center of sold Section 17, some also being the point of Intersection with the Commence at Center of sold Section 17, some also being the point of intersection with the Commence at Center of sold Section 17, some also being the point of Intersection with the I 0-d centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144)1 thence centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence 146 0 centerlines of Gulf-To-Bay Boulevard (S.R. 60),and Hampton Road (C.R. 144), thence centerlInes of Gulf-To-Bay Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence centerlines of Gulf-To-By Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence I z S89*46'01"W. along the South line of the Northwest 114 of said Section 17, some bein S89*46'01"W, along the South fine of the Northwest 1/4 of said Section 17, same being CY) S89*46'01"W. along the South line, of the Northwest 1/4 of sold Section 17, some being, 0 1 %0� the centerline of Gulf-To-Bay Boulevard. for 1759.38 feet, thence leaving sold centerl?ne the centerline of Gulf-To-Bay Boulevard, for 1507.65 feet, thence leaving said centerline S89046'01"W, along the South line of the Northwest 1/4 of sold Section,17, some being S89*46'01"W. along the uth line :of the Northwest 114 of said Section 17, some being tl� the centerline of sold Gulf-To-Bay Boulevard, for 1114.84 feet, thence leaving sold I the centerline of sold Gulf-To-Boy Boulevard, for 909.82 feeil thence leaving sold centerline the centerlIne of said Gulf-To-Bay Boulevard, for 660.00 feet, thence leaving sold centerline III Uj NOO*13'59"W. for 65.35 feel to the point of Intersection with aforesaid North right-of- NOO"13'59"W. for. 76.21 feet to the point of Intersection with aforesaid North right-of- �Ix z centerline NOO*13'59"W, for 74.86 feel to the point of Intersection with the North right- 1 NOO*13'59"W. for 62.71 feet to the point of intersection with the North right-of-way line NOO*19'21"W, for 60.00 feet to the point of Intersection with the North rl ht-, f-way line 3 Way line of Gulf-To-Bayf Boulevard as described In Official Records Book,71 1057 way line of Gulf -To-Bay, Boulevard and the westerly right-of-way line of aforesaid Park thence S8946'01"W, JUL 2 8 1995 "Y Z)'' z 0 09' of-way line of Gulf-To-Boy Boulevard a of sold Gulf-To-Bay Boulevard and the POINT OF BEGINNING1 W of the Public Records Pinellas County. Florida. said point being the PO NT OFpage Place Boulevard, sold point also being the POINT OF BEGINNING, thence 5 described In Official Records Book 7109, 0 of Gulf-To-Bay Boulevard as described In Official Records Book 7109, page 1057 of the Ln 1057 of the Public Records of Pinellas County, Florida, sold point being the POINT Public Records of Pinellas County, Florida, sold point being the POINT OF BEGINNING, alon * ihe sold North right-of-way line, for 203.97 feel to the North right-of-woy line of Gulf- BEGINNING, thence S87*17'49"W, along sold North right-of-way line, for 123.51 feet, S67017'49"W. along the North rIgNht-of-w line of sold Gulf-To-Bay Boulevard. for 0 d r,% -of-way line of Gulf-To- thence N86*50'35"W, along the oresold North line of Gulf-To-Boy Boulevard, for BEGINNING, thence N86050'35"W, along aforesaid North right of a z thence leaving sold North right-of-way line NOI*04'04"E. for 199.81 feet, thence 251.97,feet, thence leaving so orth t-of-way line NOO*13'59'W. for 143.12 feel, T q, Boulevard as described in, Official Records Book 7109, page 1057 of the Public co Bay Boulevard, for 27.89 feet, thence S89*46'01"W, for 150.61 feet to the easterly right- 205.38 feet, thence leaving sold line NOO*19'21"W. for 302.59 feet, thence Recor 9 of Pinellas County. Floridal thence N66050'35"W. alon sold North right-of-way CITY OF CLEARWATER 0 N89*46'01"E, for 102.04 feeil thence NOO'13'59"W, for 90.00 feet, thence thence N89*46'01"E. for 2.12 feeh thence NOO*46'53"E. for 63.59 feet, thence S89*13'07"E, of- line of Park Place Boulevard as described In Official Records Book 7109, page 1057 S89*38'31"E, for 237.07 feet, thence SOO*13'59"E. for 34.98 feetj thence line, for 45.84 feet, thence leaving sold North right-of-way In'e N00*19'21"W, for 277.31 M N89*46'01"E, for 75.00 feell thence SOO*13'59"E, for 10.00 feetj thence for 42.00 featj 1hence S89*07'34"E, for 35.45 feet, thence S89007'34"E, for 34.62 feett wo a) of they Public Records of Pinellas County, Florida, thence along sold easterly ri ht-of-way S89*46'01"W, for 32.00 feel, thence SOO*19'21"E. for 277.31 feet to the POINT OF feet, thence N89*46'01"E, for 249.75 feet, thence SOO*19'21"E, for 280.02 feet to N89*46'01"E, for 22.30 feel, thence S00013'59"E, for 33.71 feel, thence S89*07'34 E, thence NOO*13'59"W. for 33.71 feet. thence N89*46'01"E. for 206.03 feet to the point t- line the following two (2) courses, (1) thence N42*08'20"W, for 51.72 feet, (23 thence BEGINNING'and containing 1.47 acres, more or less. the POINT OF BEGINNING and containing 1.60 acres, more or less. - REVISIONS PER DRC COMMENTS. REV. PARCEL A 8 B BOUNDARY, for 34.62 feet, thence SOO*46'53"W, for 35.45 feet, thence N89*13'07"W, for 42.00 of Intersection with the aforesaid westerly rl?h�-of-way of Pork Place Boulevard, thence alo N07*45'25"W, for 267.30 feet, thence leaving sold easterl� right-of-way line 13 7'25-95 SITE DATA LEGAL DESC. feet, thence SOO*46'53"W, for 63.59 feet, thence S89*46*01"W, for 2.12 feet, thence sold westerly right-of-way the Ito lowing two 2 courses, (1) thence SOO*13'59"E, for 229.6n' feet, Ft 1 6 S89*38'31"E. for 247.54 feell thence SOO*1921"E, for 30,' .59 feet to the POINT OF FROM PARCEL C. ADDED I PARKING SPACE TO PARCEL D a. 7 7-10-95 more or less. SOO*13'59"E. for 143.12 feel to the POINT OF BEGINNING and containing .70 (2) thence S45'29*32"W. for 48.58 feet to the POINT OF BEGINNING and containing 1.65 acres, BEGINNING and containing 1.57 acres, more or less. �REV. PARCEL Do ADDED PHASE PLAN (SHEET 3) acres, more or less. - 1 11, E ob 6 6-1-95 REV. PARCEL � At SITE 8 PARKING LAYOUT AND USE. -95 REV. PARCELS C a Do BLDG. S.F. 8 SITE DATA, REM. 2 PARKING 5 3-17. SPACES FROM PARCEL C, ADDED I PARKING SPACE TO PARCEL D JOB NO. 0- CONTROL OFFICER IN THIS SPACE TPARCE'LS 4 12-27-94 .,PARCEL C. MIRROR BLDG., REV. LOADING,ZONE, HANDICAP PARKING It DESIGNED THE SIGNATURE Of THE QUALITY PARK PLACE GDM INDICATES THAT ALL I REQUIRED KING ENGINEERING ASSOCIArES 1999-259-000 It - 11VC, REV. PARCEL C, BUILDING FOOTPRINT, LOADING ZONE, HANDICAP 31RAWN, FOR FELD BOOK NO. PERMITS HAVE BEEN OBTAINED 3 12-9-94 PARKING, 8 RAMPING AND PARKING ON WEST -SIDE, OF BUILDING. CL REV. PARCEL'B, ADDED FIRE LINE AND THAT CONSTRUCTION IS Engineers - Planners Surveyors - Scientists Lands Architects, LINCOLN COMMERCIA PROPERTIES SHT. JLW/CAD_ cape FINAL SITE PLAN CHECKED AUTHORIZED TO COMMENCE. 24945 U S 19 N 5010 West Kennedy Blvd 8406 Massachusetts Ave. 2 REM. DRIVEWAYS, REV. WATER LINE, DUMPSTERS 8 PARKING DATE. 2648 STATE ROAD 434 WEST, SUITE B Clearwater, FL, Suite A-2 1 7-21-94 6-2-94 MRS 34�23 Suite 200, F] GENERAL REVISIONS PER CITY COMMENTS F] (813) 791-1441 Tampa, FL. 33609 New Port Richey, FIL. 34653 LONGWOOD, FLORIDA 32779 SCALE. G.C. -0111 ***'0"3 too 0 IN AIN kT SE V x T.S-BL , LRI;� -I C - - SIGJ STOP BAR to 8 STOP It E '. - ' I I. l-Ii 141 (813) 282 (813) 846-0904 NO. DATE 'REVISIONS (407) 862-940 1" 40, OF CD- JJG, U_ I j,v�, .34.23 so - - - - - - INV 96 (N) 7,11,12 —10.12* MIN. BLDG, SETBACK EX. PARKING LOT7\ SEE DETAIL C SEE DETAIL F Uj 0 94 (SE) V 2& 0 19 LU MIN. BLDG. SETBACK MH z ARIkNG S8903 '31"Ej C FF U -all Id. WA1,1z. VuF F 0 EX.STORMWATER 5' MIN. LANDSCAPE BUFFER 91147AW, pwr a MIN. UIA UF F z 0 14.5 MANAGEMENT 12 0 S00013'59"E SYSTEM -P 10.00, 1 / 9. 0 3'r SD E 6 Typ 6"x6" T.S.8V 4 � sj, 14 2- STOP SIG 0 N89*46'01"E _-.-40' MIN. BLDG. SETBACK _P 9 5 MIN. LANDSCAPE BUFFER-I STOP SIG 8 STOP BAR E41 PE BUFFER 0 1 .. / 111 1, 1 - 411 12,7 KAU 7 SA 2G20 (S) Of go 7570, 5* MIN. LANDSCA t 0 0 N89*46'OrE. p L 0 0 jW A X N 4 0.2. It 6011 20EI.03' -R%50 .,MN ULrD3GTE,,ACR 010 A RA 0 2- 4 4 4'5. 14 a FaS 9 5' BEND M. 0 CIO I 17 0 228.33' a STOPBA Aq 6 to 5 PilI V T�. 1 1 9.9 A - W 1\ ICTION C JGRE \r HILO t 5.12 4? 5. to 5.12 4? SS EGRESS EA top SIG z 2 ER OR 5870.PG.13 If 140 10.12 0 A ul EX PAVING STOP SIGN 8 ST P,,BAR BAR 0 0 - avv*46'53"W 7'_4_'_'EN Is P. JL 4_j 9 5 22/ z J a STOr BAR 45' 2 0 12tK P ASE 0 x 0 6 3 A 35. It' L.P. in ­ f 11 - x 14 1 1 0 4 . 2 % It 4.1 4 t90 9% 010 0 ItA A. 4*0 0 NATURAU to 10' FLORIDA POWER EASEMENT ��-670 26 12 0 1 1 — I > 0 *4 0 22 50*9 IS, 5 < 5 9 1 O.R. 5874. PG. 1864 MIN. LANDSCAPIEo BUFFER 10 (D qj i LLJ D 2 tz 0 DEAD 6 *4 10 MIN. TG� SETBACK<�- '114/ DEAD 7 10 8 046'01" E TI 41" 4J P14,11SE a z 1 107.04' '-?'\I '24`- 1 N�\ W� 14046 1 to LLJ Lj re) R M a 0 1 1 0 71.10 =AM' 4 9 oto a 00. TY, 7 7 ----,SEE DETAIL B. x ASE 0 9 PH W 'LOADIN - L, / — LLj LLJ to- RCP tj �.j 0 126 21 P E PF(ASE /I In SEE A 0 10, PARCEL, B 0 Ite a 17 4 05 7 M 5 *4 4' O'� DET 9 RCP 0 a PH o H P! T.0.84 35.50 -*t- HP, 1 9.9 0 1 25 / 0' .0. j7j U 'S TEX MEX 6*1' 1 -, I � /a -47 DAW.- 100 YR, TIA 6 D.L.W. 33A 0 21 4P LLJ 1> RUBY 39 % t 21C K.W.L. 32.50 5 '9 7 0 6 L0 2�/ U 7,007 SF 0 10 23 21 * 94 Is I . - k Iwo 0 MOZZARELLA'$ C3 t2 4-14-4 1 PECAN 'TUESDAY" 0 oto. )4' - of z BOTT A < 4J 4 1A 5782SF IS 0 EX. PARKING so *8�9 D PHASE 11 �1 I z; PA 4 -10 _j 0 L\J _2 f,5534 SF 00' -._tl 4' a 010 10 4 to 7.8 _j _j LOT 4.1 7 .5 . I . . 11 10 6 \ PHASE 0 ... _ _ . , I 7 -) 0 LL. x III, �� I � DEAD 5 J, 6 * "A" 06 23 Mra_ 411 0 6.9 �'44 18 07.4 :016 0 411 on 'Jx 4 LLJ LLJ SpO 4 19.5'( Par. 9 22 + * -\*,. 6 r, I PARCEL D 0 1.22 r 0 24 D ;j2 09 6 WA ...... 05.89 0, _jUj 20 7 10, _j K qn. _I/ . I - I _. 4 0 RjG r. 10 PA —I__,f7H_ASE L0 MIN. BLDG. SETBAC DEA�j PATI A 'I U) ; 1 0 1 - - - - - - . .... AREA zz + f DELI SIAM 01 DO 4UJ _Uj SCHLOTZSKY'S 1.596 SF 12� Uj X 2700 SF 10 W HIM < z 11.12 Cr t;q � I 126 z - r?) LLJ 44 0 _j BUFFE 40 U) 5' MIN. LANDSCAPE PARCEL I CL In C oI c== _3 U) It. r co U ILL 4 F < 24 fT�l 411, 4#8 j, 4 is In 0 4 W e t, _j 0 oto X-1 X-, 22 41; \ - i:1,1 M C� 0 _j \0.20 TYP z 0 -33-- W 01:� P. E.P. M �Typ. L.P. )IS 0 44.11 E 2 0 IN 140, W, 44N R L P 14 40 0D AS (T =5' .) \PHASEs 8 C\j a EXIST. 4" GAS EXIST. 4" GAS 11E 1 is 3r _j 41 a 201 0G. SETBA N-L, 47* SEE NOTE 1 91 A. 0 j In MINI L W .44 re G. 7 . Q9 R INV. 9021 0 INV. 25JO Of - We MET EX.STORMWATER 70 0 g- arm_—I AM 4 )��A low) MANAGEMENT 07 0 25' MIN. BLDG, SETBAC W SYSTEM S. M cr —4- 10 0' MIN. LANDSCAPE Ilu 12 NIIN, �ANDSCAPE BUFFE nil V,,T A GN LA 6, 110 0 _LfTYM 26 0 1— . 4- GkS ----10' MIN. LANDSCAPE BUFFER MIN.JLANDSCAPE BUFFER I WM �OSF !�� =;;,� D V jjDEWAL� PROPOSED 6, sIDEW L :3 EX. FRE HYDRANT RIM=44.75 PR RIM.36.80 _N INV. _TE Ld INV.37.79�0 U M 2" WM -16 DCVA Ir'PVC 9AN.9 MH MH �AN.S 12.87 0 W) 12" CLAY 12" CLAY --- ---- .23.70 2395 C_ N)) �MHINV. �6' MIN. BL G SETBACK-/ RIM.40.74 2" PE (G)fADA D.) 3 z D 4" EIIW (G) (ABAND.) 24'77 MH INV,36.83(E) R'M, N1110 OAS >_ 10 MIN. LANDS 4 BIW INV. 333.94 W�_ — 7— C PE BUFFE INV 36.94(W) _(ABAND.) EX� PAVING L �12- W (ABANDONED) 170 U�l 12" DI OT ED ....... GAS (AD* 4­1 a. (ABAND GULF TO BAY BOULEVARD SIR 60 (R\W VARIES) 0 EX. CONIC. MEDIAN LO LO z 0 EXISTING DUAL TURN LANE z < EX, CONIC. MEDIAR 1-7 77 7/ Z71L too"Iiew z NOTE LEGAL DESCRIPTIONo' Parcel "A" A DRAINAGE CONNECTION PERMIT WILL BE SUBMITTED TO THE FDOT FOR THE STORMWATER MANAGEMENT, Lu 2670 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "B" 2680 GULF TO BAY BOULEVARD Z LEGAL DESCRIPTION, Parcel "C" 2710 GULF TO BAY BOULEVARD LEGAL DESCRIPTION, Parcel "D" 2730 GULF TO BAY BOULEVARDr LEGAL DESCRIPTION. Parcel "E" SYSTEM (SWMS). A NOTICED GENERAL PERMIT WILL BE SUBMITTED TO SWFWMD FOR THE SWMS. A DREDGE 0) AND FILL PERMIT WILL BE SUBMITTED TO THE ARMY CORPS OF ENGINEERS (ACOE) FOR THE IMPACT TO 0; A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section A tract of land being a portion of Parcel 11 and lying within the Northwest 1/4 of Section U.1, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of Parcel I and lying within the Northwest 1/4 of Section 17, A tract of land being a portion of !Parcel I and lyinq within the Northwest 1/4 of Section 17, F- 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly THEIR CLAIMED JURISDICTIONAL AREA. CROSSOVER AGREEMENTS FOR TRAFFIC CIRCULATION, DRAINAGE, < described as follows, described as follows, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly Township 29 South, Range 16 East,, Pinellas County, Florida and being more particularly SANITARY SEWER, WATER SERVICE AND GAS SERVICE WILL BE PROVIDED AS REQUIRED. Z3 - described as follows, described'as follows, described as follows. 0 In C0 U) Commence at Center of sold Section 17, some also being the point of Intersection of the Commence at Center of sold Section 17, some also being the point of Intersection of the TM < Commence at Center of sold Section 17, some also being the point of Intersection with the Commence at Center of sold Section 17, some also being the point of intersection with the Commence at Center of sold Section 17, some also being the point of Intersection with the I 0-d centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144)1 thence centerlines of Gulf-To-Boy Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence 146 0 centerlines of Gulf-To-Bay Boulevard (S.R. 60),and Hampton Road (C.R. 144), thence centerlInes of Gulf-To-Bay Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence centerlines of Gulf-To-By Boulevard (S.R. 60) and Hampton Road (C.R. 144), thence I z S89*46'01"W. along the South line of the Northwest 114 of said Section 17, some bein S89*46'01"W, along the South fine of the Northwest 1/4 of said Section 17, same being CY) S89*46'01"W. along the South line, of the Northwest 1/4 of sold Section 17, some being, 0 1 %0� the centerline of Gulf-To-Bay Boulevard. for 1759.38 feet, thence leaving sold centerl?ne the centerline of Gulf-To-Bay Boulevard, for 1507.65 feet, thence leaving said centerline S89046'01"W, along the South line of the Northwest 1/4 of sold Section,17, some being S89*46'01"W. along the uth line :of the Northwest 114 of said Section 17, some being tl� the centerline of sold Gulf-To-Bay Boulevard, for 1114.84 feet, thence leaving sold I the centerline of sold Gulf-To-Boy Boulevard, for 909.82 feeil thence leaving sold centerline the centerlIne of said Gulf-To-Bay Boulevard, for 660.00 feet, thence leaving sold centerline III Uj NOO*13'59"W. for 65.35 feel to the point of Intersection with aforesaid North right-of- NOO"13'59"W. for. 76.21 feet to the point of Intersection with aforesaid North right-of- �Ix z centerline NOO*13'59"W, for 74.86 feel to the point of Intersection with the North right- 1 NOO*13'59"W. for 62.71 feet to the point of intersection with the North right-of-way line NOO*19'21"W, for 60.00 feet to the point of Intersection with the North rl ht-, f-way line 3 Way line of Gulf-To-Bayf Boulevard as described In Official Records Book,71 1057 way line of Gulf -To-Bay, Boulevard and the westerly right-of-way line of aforesaid Park thence S8946'01"W, JUL 2 8 1995 "Y Z)'' z 0 09' of-way line of Gulf-To-Boy Boulevard a of sold Gulf-To-Bay Boulevard and the POINT OF BEGINNING1 W of the Public Records Pinellas County. Florida. said point being the PO NT OFpage Place Boulevard, sold point also being the POINT OF BEGINNING, thence 5 described In Official Records Book 7109, 0 of Gulf-To-Bay Boulevard as described In Official Records Book 7109, page 1057 of the Ln 1057 of the Public Records of Pinellas County, Florida, sold point being the POINT Public Records of Pinellas County, Florida, sold point being the POINT OF BEGINNING, alon * ihe sold North right-of-way line, for 203.97 feel to the North right-of-woy line of Gulf- BEGINNING, thence S87*17'49"W, along sold North right-of-way line, for 123.51 feet, S67017'49"W. along the North rIgNht-of-w line of sold Gulf-To-Bay Boulevard. for 0 d r,% -of-way line of Gulf-To- thence N86*50'35"W, along the oresold North line of Gulf-To-Boy Boulevard, for BEGINNING, thence N86050'35"W, along aforesaid North right of a z thence leaving sold North right-of-way line NOI*04'04"E. for 199.81 feet, thence 251.97,feet, thence leaving so orth t-of-way line NOO*13'59'W. for 143.12 feel, T q, Boulevard as described in, Official Records Book 7109, page 1057 of the Public co Bay Boulevard, for 27.89 feet, thence S89*46'01"W, for 150.61 feet to the easterly right- 205.38 feet, thence leaving sold line NOO*19'21"W. for 302.59 feet, thence Recor 9 of Pinellas County. Floridal thence N66050'35"W. alon sold North right-of-way CITY OF CLEARWATER 0 N89*46'01"E, for 102.04 feeil thence NOO'13'59"W, for 90.00 feet, thence thence N89*46'01"E. for 2.12 feeh thence NOO*46'53"E. for 63.59 feet, thence S89*13'07"E, of- line of Park Place Boulevard as described In Official Records Book 7109, page 1057 S89*38'31"E, for 237.07 feet, thence SOO*13'59"E. for 34.98 feetj thence line, for 45.84 feet, thence leaving sold North right-of-way In'e N00*19'21"W, for 277.31 M N89*46'01"E, for 75.00 feell thence SOO*13'59"E, for 10.00 feetj thence for 42.00 featj 1hence S89*07'34"E, for 35.45 feet, thence S89007'34"E, for 34.62 feett wo a) of they Public Records of Pinellas County, Florida, thence along sold easterly ri ht-of-way S89*46'01"W, for 32.00 feel, thence SOO*19'21"E. for 277.31 feet to the POINT OF feet, thence N89*46'01"E, for 249.75 feet, thence SOO*19'21"E, for 280.02 feet to N89*46'01"E, for 22.30 feel, thence S00013'59"E, for 33.71 feel, thence S89*07'34 E, thence NOO*13'59"W. for 33.71 feet. thence N89*46'01"E. for 206.03 feet to the point t- line the following two (2) courses, (1) thence N42*08'20"W, for 51.72 feet, (23 thence BEGINNING'and containing 1.47 acres, more or less. the POINT OF BEGINNING and containing 1.60 acres, more or less. - REVISIONS PER DRC COMMENTS. REV. PARCEL A 8 B BOUNDARY, for 34.62 feet, thence SOO*46'53"W, for 35.45 feet, thence N89*13'07"W, for 42.00 of Intersection with the aforesaid westerly rl?h�-of-way of Pork Place Boulevard, thence alo N07*45'25"W, for 267.30 feet, thence leaving sold easterl� right-of-way line 13 7'25-95 SITE DATA LEGAL DESC. feet, thence SOO*46'53"W, for 63.59 feet, thence S89*46*01"W, for 2.12 feet, thence sold westerly right-of-way the Ito lowing two 2 courses, (1) thence SOO*13'59"E, for 229.6n' feet, Ft 1 6 S89*38'31"E. for 247.54 feell thence SOO*1921"E, for 30,' .59 feet to the POINT OF FROM PARCEL C. ADDED I PARKING SPACE TO PARCEL D a. 7 7-10-95 more or less. SOO*13'59"E. for 143.12 feel to the POINT OF BEGINNING and containing .70 (2) thence S45'29*32"W. for 48.58 feet to the POINT OF BEGINNING and containing 1.65 acres, BEGINNING and containing 1.57 acres, more or less. �REV. PARCEL Do ADDED PHASE PLAN (SHEET 3) acres, more or less. - 1 11, E ob 6 6-1-95 REV. PARCEL � At SITE 8 PARKING LAYOUT AND USE. -95 REV. PARCELS C a Do BLDG. S.F. 8 SITE DATA, REM. 2 PARKING 5 3-17. SPACES FROM PARCEL C, ADDED I PARKING SPACE TO PARCEL D JOB NO. 0- CONTROL OFFICER IN THIS SPACE TPARCE'LS 4 12-27-94 .,PARCEL C. MIRROR BLDG., REV. LOADING,ZONE, HANDICAP PARKING It DESIGNED THE SIGNATURE Of THE QUALITY PARK PLACE GDM INDICATES THAT ALL I REQUIRED KING ENGINEERING ASSOCIArES 1999-259-000 It - 11VC, REV. PARCEL C, BUILDING FOOTPRINT, LOADING ZONE, HANDICAP 31RAWN, FOR FELD BOOK NO. PERMITS HAVE BEEN OBTAINED 3 12-9-94 PARKING, 8 RAMPING AND PARKING ON WEST -SIDE, OF BUILDING. CL REV. PARCEL'B, ADDED FIRE LINE AND THAT CONSTRUCTION IS Engineers - Planners Surveyors - Scientists Lands Architects, LINCOLN COMMERCIA PROPERTIES SHT. JLW/CAD_ cape FINAL SITE PLAN CHECKED AUTHORIZED TO COMMENCE. 24945 U S 19 N 5010 West Kennedy Blvd 8406 Massachusetts Ave. 2 REM. DRIVEWAYS, REV. WATER LINE, DUMPSTERS 8 PARKING DATE. 2648 STATE ROAD 434 WEST, SUITE B Clearwater, FL, Suite A-2 1 7-21-94 6-2-94 MRS 34�23 Suite 200, F] GENERAL REVISIONS PER CITY COMMENTS F] (813) 791-1441 Tampa, FL. 33609 New Port Richey, FIL. 34653 LONGWOOD, FLORIDA 32779 SCALE. G.C. -0111 ***'0"3 too 0 IN AIN kT SE V x T.S-BL , LRI;� -I C - - SIGJ STOP BAR to 8 STOP It E '. - ' I I. l-Ii 141 (813) 282 (813) 846-0904 NO. DATE 'REVISIONS (407) 862-940 1" 40, OF CD- JJG, U_ L0 CD Cis LLJ cam§ c 0) m u-� ro cv 1 0_+ U? iL Cr Cn CD C-) 1, 1, SITE I. 1,153 SF (6,3 %) 35 2 35 (13/1,000 SF) SEE PHASING PLAN (SHT. 3 OF 3) FOR ADDITIONAL INFORMATION. PHASE PARCEL A - CONSTRUCT WATER LINE CONNECTION, BARRICADES PARCEL B - CONSTRUCT BUILDING, PAVING, UTILITIES AND LANDSCAPING (CONSTRUCT ENTIRE PARCEL AS SHOWN) PARCEL C - CONSTRUCT BUILDING, PAVING, UTILITIES AND LANDSCAPING SYSTEM (SW S). A NOTICED GENERAL PERMIT WILL BE SUBMITTED TO SWFWMD FOR THE SWMS.. A ° 2. (CONSTRUCT ENTIRE PARCEL AS SHOWN) PARCEL D - CONSTRUCT PAVING, UTILITIES (SEE PHASING PLAN) PARCEL E - CONSTRUCT S,W.M.S. (AS SHOWN) PHASE described as follows, and b particularly T follows: t PARCEL A - CONSTRUCT BUILDING, PAVING, UTILITIES AND LANDSCAPING described as follows: d described as follows. d REMOVE BARRICADES (CONSTRUCT ENTIRE PARCEL AS SHOWN) PHASE PROPOSED Commence at Center of said Section 17, same also being he point of Intersection of the P Commence of Center of said Section l7 same also being the aint of intersection with the C PARCEL D - CONSTRUCT BUILDING, UTILITIES AND LANDSCAPING P 58946'01 "W, clan the South line of the Northwest !!4 of sold Section 17 same being Y (CONSTRUCT ENTIRE PARCEL AS SHOWN) 2,899 SF(7.46 %) 98 3 56 • 3 0 2% H.C. MIN. 16. PROPOSED SANITARY SEWER LATERALS ARE 6 -INCH DIAMETER UNLESS OTHERWISE NOTED. 88 0 1!100 SF RESTAURANTS 17. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 136.023 OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE. LANDSCAPE AND PLANTING PLANS WiLL NOTE I PARKING WITHIN PARCEL E TO BE UTILIZED BY PARCEL D PATRONS, BE PREPARED BY A LICENSED LANDSCAPE ARCHITECT, I A tract of land be a . + Township South, I o n a + East, Pinellas . a and being more particularly described as a . Commence at Center of sold Section 17, some also being the _point of intersection of the < centerlines of Gulf-To-Bay Boulevard 'aaa S8946'01"W, along the South line of the Northwest 1/4 of said Section 17, some being the centerline of Gulf-To-Bay Boulevard, for 1759.36 feett thence leaving sold centerline 00 point of Intersection with aforesaid way line of Gulf-To-Bay Boulevard as described In Official Records Book 7109, page 1057 of a of + Florida. a. point being the POINT along said North right-of-way thence leavin said North rl?ht-of-way line N004'04"E, for 199.81 feet, thence N8946'01"E, ?Or 102.04 fee ; thence N003'59"W, for 90.00 feet, thence N8946'01"E, for 75.00 feet, thence S003'59"E, for 10.00 feet, thence S + +! i feet, thence S003'59"E, for 33.71 feet, thence S89D7'34"E, for • . a. for 8 ' • • • 42.00 feet$ thence 004 for 63.59 thence : *••# for e . ' 9 "E, for 143.12 feet to the POINT OF BEGINNING and containing o acres, more or less, NOTES NOTE , 1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD), A DRAINAGE CONNECTION PERMIT WILL BE SUBMITTED TO THE FDOT FOR THE S STORMWATER MANAGEMENT -. LEGAL DESCRIPTION, Parcel C °" 2710 GULF TO BAY BOULEVARD L LEGAL DESCRIPTION, Parcel D .. 2730 GULF TO BAY BOULEVARD L LEGAL DESCRIPTION, Parcel E S SYSTEM (SW S). A NOTICED GENERAL PERMIT WILL BE SUBMITTED TO SWFWMD FOR THE SWMS.. A ° 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE lying w LEGEND AND FILL P PERMIT WILL BE SUBMITTED TO THE ARMY CORPS OF ENGINEERS ACOE) F °`D13EDGE� f E7 Township 29 South, Range C6 East, Pinellas County, and being more particularly g rat o l PARCEL D PARCEL E REQUIRED AGREEMENTS FOR TRAFFIC C CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL described as follows, and b particularly T follows: t N described as follows: d described as follows. d described as f EXISTING PROPOSED Commence at Center of said Section 17, same also being he point of Intersection of the P Commence of Center of said Section l7 same also being the aint of intersection with the C • ' ' oint of c ° P 58946'01 "W, clan the South line of the Northwest !!4 of sold Section 17 same being Y NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. centerlines of Gulf-To-Boy Boulevard S.R. 60 and Hampton Road C.R. 144 , thence c centerlines of Gulf -To -Bay Boulevard (S.R. 60) and Hom ton ( �. t centerline of Gulf-To-Bay Boulevard for 507 65 feet thence leaving a° centerline g S8 6'01 "W along the South i t Co me being t CG CG N/A NIA SPOT ELEVATION VHP line 0 009' 1 "W for 60.00 feet to the p PROJECT `+ wa CCne of Gulf-To-Bay Boulevard and the westert rl ht -af -wa line of aforesaid Park P centerline N 3. ABOVE - GROUND OR UNDER - GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. L5- RCP STORM SEWER INLET .t� Place Boulevard, said point Dias being the POINT OF BEGINNING, thence Y Y B ITE -wa RESTAURANT PARKING /POND N/A PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) BEFORE of t SANITARY SEWER MANHOLE alon t - 251.97 feet, thence leaving said North right-of-way line N003 ° aloe a along t Records of Pinellas County, Florlda, thence N80'35 "W, aloe said North right -of -way x BEGINNING WORK. 1- 800 -432 -4770 (5 DAYS IN ADVANCE). x La thence N8946'01 " ' Y °31 °'E, f North r "D ° -- r far 42.00 feet thence 567'34 ° °E for 35.45 feet thence 587'34' °E for 34.62 feet g of-way line of Par k 7 9 page 1057 t thence OOT59°° for 34.98 feet thence l w� WATER MAIN 5 -22 -97 R S r . r ' o of the Public Records of Pinellas Count hence along said easterly rl ht -of -wa S S8946`01'°W for 32.00 feet thence S009'21' "E for 277.31 feet to the POINT OF f 64,033 SF(1.47 AC) 69,696 SF(I.60 AC) 10,000 SSF MIN. 4. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES N/A TOP OF BANK (TOP) BEGINNING end containing .47 acres more or less. t the POINT OF BEGINNING and containing 1.60 cores, more or less. I 8 7 7 - > of Intersection with the aforesaid westerly ri ht -of -way of Park Place Boulevard, thence clang N NO-45 °25 "W for 267.30 feet thence leaving aid easterl' rl ht-of-way line } TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 791 -1441 FOR EX, FIRE H*DRAw*d Y FIRE HYDRANT ASSEMBLY (FHA) (2) thence 54T9'32 "W, ar 48.58 feet to the POINT OF BEGINNING and containing .65 acres, 5 588'31 " PARK z 7 7 7 -I0 -9B R 207 252 100' MIN. and containing 1.57 acres, more or less. � VERIFICATION OF THEIR LOCATION AND ELEVATION, ANY CONFLICTS SHALL BE N/A NUMBER OF PARKING SPACES 10 REV. PARCEL D, ADDED PHASE PLAN SHEET 3 t 1 more or less, 6 6 6 -1 -95 R REV. PARCEL As SITE 8 PARKING LAYOUT AND USE. •,t BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. 5 - -17 -9 , PLACE So 302 280 100' MIN. CL 5° THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS NiA INTERIOR LANDSCAPING PROJECT BY WATERING OR OTHER METHODS AS REQUIRED, 6,702 SF00.5 %) PATIO (3.1) NIA 40% MAX. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PENALTIES/FINES LEVIED DUE TO cV GAS VALVE NIA 8,705 SF04) N/A .4 MAX. WORK THAT IS NOT IN ACCORDANCE WITH PERMIT CONDITIONS. LIGHT \POWER POLE NIA F- e I Mwu WATER VALVE "WV n 7. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WiTH CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. Xa: 25.5' 25' 25' +(25% HT >20') 8. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER} THAT cLe v THORNTON i °) IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE LL�ER RD 10.5° 10' 10' +(250/® HT)20 ROADWAY iS TO BE COMPACTED PER DEPARTMENT OF TRANSPORTATION DRUID RD 0 SPECIFICATIONS, SECTION 125.8.3, 1991 EDITION (OR LATEST EDITION). THIS 10.5' 10' 10' +(25% HT )20') PARTICULAR SECTION SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY ASSHTO T -99 METHOD C. NIA NIA 20' MIN. 0 20 40 80 SEVILLE 9. CONFLICTS OF WATER LINES WITH SANITARY, STORM SEWER, AND UNDERDRAIN SYSTEMS TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. SCIJ i `-- TANIPA 22' NIA 50' MAX. 10> ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE SCALE: 1" _ 40` 8AY -. 35,050 SF(54 °7 %) 8,556 SF(12,3 %) NIA CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. EXISTING TREE SPECIES EXISTING TO REMAIN (UNLESS oTHERwfSE NOTED) TO BE REMOVED 11. ALL STORMATER QUALITY TREATMENT WILL MEET CITY OF CLEARWATER O 20,278 SF(31.7 %) 61,140 SF(87.7 %) 15% MIN, AND SWFWMD REQUIREMENTS. OAK 5°, 10' MIN. 5', 10` MiN. 5', 10' MIN. 12. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM /� PINE a 3,809 SF (72.9%) 6,245 SF 00O � /0 13,587 SF SYSTEMS. � CAMPHOR •� 13° THE SANITARY SEWER AND POTABLE WATER WILL BE SUPPLIED BY THE CITY OF tr UNKNOWN VICINITY � CLEARWATER. NTS � MAPLE 14. 5-FOOT MINIMUM AVERAGE BUFFER ALONG A MINiMUMAVER GE BUFFER ALONGTHEROADAY RIW WILL BE MAINTAINED EXCEPT PALM 2,737 SF (7,81 %) 580 SF(6.78 %) 6% MIN. WHERE NOTED. 86 22 NIA 15. ALL PROPOSED SANITARY LINES ARE 8 -INCH DIAMETER UNLESS OTHERWISE NOTED. 3 0 2% H.C. MIN. 16. PROPOSED SANITARY SEWER LATERALS ARE 6 -INCH DIAMETER UNLESS OTHERWISE NOTED. 88 0 1!100 SF RESTAURANTS 17. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 136.023 OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE. LANDSCAPE AND PLANTING PLANS WiLL NOTE I PARKING WITHIN PARCEL E TO BE UTILIZED BY PARCEL D PATRONS, BE PREPARED BY A LICENSED LANDSCAPE ARCHITECT, I A tract of land be a . + Township South, I o n a + East, Pinellas . a and being more particularly described as a . Commence at Center of sold Section 17, some also being the _point of intersection of the < centerlines of Gulf-To-Bay Boulevard 'aaa S8946'01"W, along the South line of the Northwest 1/4 of said Section 17, some being the centerline of Gulf-To-Bay Boulevard, for 1759.36 feett thence leaving sold centerline 00 point of Intersection with aforesaid way line of Gulf-To-Bay Boulevard as described In Official Records Book 7109, page 1057 of a of + Florida. a. point being the POINT along said North right-of-way thence leavin said North rl?ht-of-way line N004'04"E, for 199.81 feet, thence N8946'01"E, ?Or 102.04 fee ; thence N003'59"W, for 90.00 feet, thence N8946'01"E, for 75.00 feet, thence S003'59"E, for 10.00 feet, thence S + +! i feet, thence S003'59"E, for 33.71 feet, thence S89D7'34"E, for • . a. for 8 ' • • • 42.00 feet$ thence 004 for 63.59 thence : *••# for e . ' 9 "E, for 143.12 feet to the POINT OF BEGINNING and containing o acres, more or less, ,FI -r i DESIGNED THE SIGNATURE OF THE OUA All, Aw �I III I I I( I h i GDM ta f 1999-259-000 DRAWN INDICATES THAT A E� I FOR PARCEL S PARKING PERMITS HAVE BEEN OBTAINED PARKING BUILDING. JLW/CAD AND THAT CONSTRUCTION IS L I 'I'M' C 0 L IN COMMERCIA'L PROPERTIES FINAL _ L ADDED AUTHORIZED TO COMMENCE. R .t MRS a.c, JJG a - 4 a Ciearwater, � ! .34623 Suite 200 Suite !l ®2 ' � (813) 7 !,',It Tampa, FL, 33609 New t�a�t �l��e�. FL. 346 3 LC�i�C /Q °D, C�LO [�t�t�t� 77 1 7 -21 ®4 GENERAL REVISIONS PER CITY COMMENTS SCALEe -2- (813) 2882 -0111 (813) 646 -0904 (4 O t) c1 2 -9J9e NQ. DATE REVlSkaNS I = 40 OF NOTE , LEGAL DESCRIPTION/ Parcel "B°° 2680 GULF TO BAY BOULEVARD A A DRAINAGE CONNECTION PERMIT WILL BE SUBMITTED TO THE FDOT FOR THE S STORMWATER MANAGEMENT -. LEGAL DESCRIPTION, Parcel C °" 2710 GULF TO BAY BOULEVARD L LEGAL DESCRIPTION, Parcel D .. 2730 GULF TO BAY BOULEVARD L LEGAL DESCRIPTION, Parcel E S SYSTEM (SW S). A NOTICED GENERAL PERMIT WILL BE SUBMITTED TO SWFWMD FOR THE SWMS.. A ° A tract of land being portion of Parcel 11 and lying within the Northwest I!4 of Section ( A r lying w in e Northwest 4 el l a d! In w th th 11 of Section C7 of land bein a p AND FILL P PERMIT WILL BE SUBMITTED TO THE ARMY CORPS OF ENGINEERS ACOE) F °`D13EDGE� f E7 Township 29 South, Range C6 East, Pinellas County, and being more particularly g rat o l a s roe l portion o AGREEMENTS FOR TRAFFIC C CIRCULATION DRAIN�,G described as follows, and b particularly T follows: t REQUIRED, described as follows: d described as follows. d described as f ° Commence at Center of said Section 17, same also being he point of Intersection of the P Commence of Center of said Section l7 same also being the aint of intersection with the C • ' ' oint of c ° P 58946'01 "W, clan the South line of the Northwest !!4 of sold Section 17 same being Y centerlines of Gulf-To-Boy Boulevard SP.R. 60 and Hampton Road C.R. 144 thence c centerlines of Gulf-To-Boy Boulevard S.R. 60 and Hampton Road C.R. 144 , thence c centerlines of Gulf -To -Bay Boulevard (S.R. 60) and Hom ton ( t centerline of Gulf-To-Bay Boulevard for 507 65 feet thence leaving a° centerline g S8 6'01 "W along the South i t Co me being t t line of the Northwest ! o said Section 17 same being S S8946'01°`W along the South line of the Northwest 1/4 of said Section t7, some being , 'b NO03`59' ° Y Y line 0 009' 1 "W for 60.00 feet to the p `+ wa CCne of Gulf-To-Bay Boulevard and the westert rl ht -af -wa line of aforesaid Park P centerline N Dint of I point o .t� Place Boulevard, said point Dias being the POINT OF BEGINNING, thence Y Y B page 1 -wa S877'49 ° °W, along the North right-of-way line of said Gulf-To-Bay, Boulevard, for Y of t of P alon t - 251.97 feet, thence leaving said North right-of-way line N003 ° aloe a along t Records of Pinellas County, Florlda, thence N80'35 "W, aloe said North right -of -way x x La thence N8946'01 " ' Y °31 °'E, f North r "D ° -- r far 42.00 feet thence 567'34 ° °E for 35.45 feet thence 587'34' °E for 34.62 feet g of-way line of Par k 7 9 page 1057 t thence OOT59°° for 34.98 feet thence l line for 45.84 feet thence leavin said N D 5 5 -22 -97 R S r . r ' o of the Public Records of Pinellas Count hence along said easterly rl ht -of -wa S S8946`01'°W for 32.00 feet thence S009'21' "E for 277.31 feet to the POINT OF f feet, thence N8946 ° g} thence N003'59 " line the following two 2 courses 1 thence N42"J8 °20 "W for 51.72 feet 2 thence B BEGINNING end containing .47 acres more or less. t the POINT OF BEGINNING and containing 1.60 cores, more or less. I 8 7 7 - REVISIONS M of Intersection with the aforesaid westerly ri ht -of -way of Park Place Boulevard, thence clang N NO-45 °25 "W for 267.30 feet thence leaving aid easterl' rl ht-of-way line } -2- S SITE DATA LEGAL DESC. (2) thence 54T9'32 "W, ar 48.58 feet to the POINT OF BEGINNING and containing .65 acres, 5 588'31 " 7 7 7 -I0 -9B R FROM PARCEL C, ADDED I PARKING SPACE TO PARCEL D , and containing 1.57 acres, more or less. � REV. PARCEL D, ADDED PHASE PLAN SHEET 3 t 1 more or less, 6 6 6 -1 -95 R REV. PARCEL As SITE 8 PARKING LAYOUT AND USE. •,t 5 - -17 -9 , REV, PARCELS C 8 D, BLDG. S.F. 8 SITE DATA, REM. 2 PARKING DESIGNED THE SIGNATURE OF THE OUA All, Aw �I III I I I( I h i GDM ta f 1999-259-000 DRAWN INDICATES THAT A E� I FOR PARCEL S PARKING PERMITS HAVE BEEN OBTAINED PARKING BUILDING. JLW/CAD AND THAT CONSTRUCTION IS L I 'I'M' C 0 L IN COMMERCIA'L PROPERTIES FINAL _ L ADDED AUTHORIZED TO COMMENCE. R .t MRS a.c, JJG a - 4 a Ciearwater, � ! .34623 Suite 200 Suite !l ®2 ' � (813) 7 !,',It Tampa, FL, 33609 New t�a�t �l��e�. FL. 346 3 LC�i�C /Q °D, C�LO [�t�t�t� 77 1 7 -21 ®4 GENERAL REVISIONS PER CITY COMMENTS SCALEe -2- (813) 2882 -0111 (813) 646 -0904 (4 O t) c1 2 -9J9e NQ. DATE REVlSkaNS I = 40 OF a - 4 a Ciearwater, � ! .34623 Suite 200 Suite !l ®2 ' � (813) 7 !,',It Tampa, FL, 33609 New t�a�t �l��e�. FL. 346 3 LC�i�C /Q °D, C�LO [�t�t�t� 77 1 7 -21 ®4 GENERAL REVISIONS PER CITY COMMENTS SCALEe -2- (813) 2882 -0111 (813) 646 -0904 (4 O t) c1 2 -9J9e NQ. DATE REVlSkaNS I = 40 OF L) 4� (J) Cis CD ED V_- ui m C-_ 0) C'%j Cif ro 0- Lr,j Ll- Cf7 Lj- Cc 0- CD ci m1 E f.5 F--a Efi na f0 ED Ln Lr C� [11 q1 C en G LLJ 1�. CD m 1n 66 cu iE m e-L cr) L.� Cil Ll- 0- Lc __x a_ CD 0 1G CL Z til f° f— f° 0 O S s LJ W n CIL 6 W It of O a L1 W m V, V, Y <c o Li V O G5 to O T S 6 c3 z w 5 u CD 0 a L� z CD a u V i N � a PARK PLACE BUILDING LIMITED 2121 PONCE DE LEON BLVD. O 14 LEGEND DESIGNED 3s® �.._ _ ,._ _ 1 CONTROL OFFICER IN THIS SPACE ENV.. 26.48 (N} NV. 26.41 (3E} STORM SEWER INLET 7,8.12 EE DETAIL C 19.5' MiN, BLDG. SETBACK INDICATES THAT ALL REQUIRED t { €0.12' MIN. BLDG. SETBACK q o4 C _ „®_ _--- - ° —__— -- ®. ss_ 4 AND THAT CONSTRUCTION IS MN EX. PARKING LOT -\ IRS $� �, I..E R® P. E s I t 4,,.'•d,,,� 4a ®— — D4wv .�.•. t �, 4,0 ti,` STAKED STRAW BALES y k w t� 5' MIN. LANDSCAPE BUFFER p . 9g �� 6 ( Y I1 YH .dT c C 5 u _..._ j i • 46 {t i 11 k jy 2 g12.i8 0 q..43 . 4 g t at p� 13 q �} J �� • • ®lO,i3 ® 19 ! o ® ■ f ( t 3 'h ® 4 DEAD 7 • EAD E b 2 ® 12 S r f,'• I�U{C _.,.°`°e PA FI 9s 5D { °°'��l I rte' l% 10.12. 9 f /f TYP. 8 j 3 6 2 18 9 8 BOTTkLEY..29. :•B 1 r n ! I L O s( ■ ■ ' \ ° 9 5` MIN, LANDSCAPE BUFFER—] m �. 1I M" 5 f. Imo•- '` I ► ■��� y a , . 5.7 16 1,7 JCOE ICTION Lu° �■�r EX. PAVING --/ ( T . t7 ® USO_ "} t ' AIX4 .f ( Y � • 1 / e 5, �t . m j as N 11 j ! I 1 e � t � d I I i I I � _ " Fk A t l t 2ts t ttt t } _ 1� 3 = a ( 1 °r;• i r2 046'53 W 14 / 3 =3' 1 SODD ' t 1 F ff i 1 B • ® • S87'34'•E � ® ✓ f r 4 4 • 2 • to 35,45` 34.62' 7 a SLOWS I AREA S LOPE G _ • s / -, i4 d 1 i t 1 f n� z6 m rr \L 0 REM 4 o ,a 4 • •p o 5 o 9` A EA 1s I1 k4 • • 9 8,9 C 26 12 zz fn t0 ! I o e � TAiNING O.R. 5574, PG. 184 a / � ; � 1 C o m . • DEAD 6 o 04 a a 20 DEAD 7 MIN. LANDSCAPE BUFFER 3 6'7'11 • o C'i 9` PIN. Rs r O N CONSTRUCT STAKED I4,4i/ 43 C 7 ■ x P. (4 ® q `d 9631 "E • _ Avp L < t 7 1Q � i I O FLORIDA POWER EASEMENT 7" 1t t 1, u N8J , A STRUCE 9,0 I07,04 7 R Y j PI 4 • RIM =40,7 INV.36.83 N V,36.94 2" PF (G}EABAND.) Nib." MEIN= ll + 12 PVC 5 alsa.ss.z�V tNV. 3s.AE) IPoY. 33.4n W} f C LEGEND DESIGNED THE SIGNATURE OF THE QUALITY 1 CONTROL OFFICER IN THIS SPACE GDM STORM SEWER INLET 010`LINE INDICATES THAT ALL REQUIRED DRAWN PERMITS HAVE BEEN OBTAINED JLW /CAD AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. IRS 813 3 Q.C. R® P. E s I JJG 4,,.'•d,,,� 4a ®— — D4wv RIM =40,7 INV.36.83 N V,36.94 2" PF (G}EABAND.) Nib." MEIN= ll + 12 PVC 5 alsa.ss.z�V tNV. 3s.AE) IPoY. 33.4n W} f C GULF TO BAY BOULEVARD _ R 60 EY, COPtC. MEDIAN P.oL_ LEGEND 12 ! 1 SPOT ELEVATION 11,20 LD 11+ STORM SEWER INLET 010`LINE SANITARY SEWER MANHOLE -D,1. WM %q) N/A TOP OF BANK (TOB) EX. FIRE HYDRANTft, r I 813 3 S °P i R® P. E s I 30 4,,.'•d,,,� 4a ®— — D4wv .�.•. t �, 4,0 ti,` STAKED STRAW BALES 7 °cn m R 5 (TY �� t r ( Y I1 j i • z7 f i , \ o g `E} tt f : O P..I • S r s r Ir I ®14 8 3 2 9 8 BOTTkLEY..29. 1 r n ! I TYP. 1 -' 25, MI BL G, :TB HCK f � UR 29 TYP. 7 a f (i EAQ 24 s,s,8 8V4 ',`.i a> - •ice Ml 3 w ® ter; -$ FENCED A r PLAY AREA j PARCEL. I .Ir r�€ I 1 JOE'S °CRAI . _6.9 *�.z.z SHACK s2 a E} INY, 25.18 (SWj GULF TO BAY BOULEVARD _ R 60 EY, COPtC. MEDIAN P.oL_ CONSTRUCTION PHASE III CONSRUCT BUILDING, PATIO, LOADING SIDEWALKS, UTILITIES AND TREE REMOVAL (AS SHOWN) PHASMG PLAN LEGEND _ 1 SPOT ELEVATION 1L' PCP -__ STORM SEWER INLET PYC 5AX's— SANITARY SEWER MANHOLE -D,1. WM %q) N/A TOP OF BANK (TOB) EX. FIRE HYDRANTft, FIRE HYDRANT ASSEMBLY (FHA) NIA NUMBER OF PARKING SPACES NGV GAS VALVE r LIGHTIPOWER POLE D4wv WATER VALVE N/A STAKED STRAW BALES j i f i f : P..I r S r s r Ir I i f (i t ' ter; -$ FENCED A r PLAY AREA j PARCEL. I .Ir r�€ I 1 JOE'S °CRAI �tI SHACK I 6,702 SP, _. I PREVIOUSLY APPROVED MOZZARELLAS LAYOUT s = �___ _ 2 - (3782 SF BUILDING, 588 PATIO) r •_ I. •?t � are,, c. �I c 4'i4 m r • s PATIO0 I e 1 g,h 2 303 SF I a_ II ' U F A , x >a_ r c t t t Q • 1 4 it I I Ft I o : 6 "DC V Ar` CONSTRUCTION PHASE III CONSRUCT BUILDING, PATIO, LOADING SIDEWALKS, UTILITIES AND TREE REMOVAL (AS SHOWN) PHASMG PLAN PROPOSED 'efiP ,y FHA to N/A �® wv 4 � LEGEND EXISTING NIA SPOT ELEVATION 1L' PCP -__ STORM SEWER INLET PYC 5AX's— SANITARY SEWER MANHOLE -D,1. WM WATER MAIN N/A TOP OF BANK (TOB) EX. FIRE HYDRANTft, FIRE HYDRANT ASSEMBLY (FHA) NIA NUMBER OF PARKING SPACES NGV GAS VALVE r LIGHTIPOWER POLE D4wv WATER VALVE N/A STAKED STRAW BALES PROPOSED 'efiP ,y FHA to N/A �® wv 4 � ------------ Fl v\?0A T-j �),l f t 0 1) O'�%,[R M I % 12" F"iC �N T CIS,. "Q74, f ii G, I 9, -------------- -------- -------------- -- -------------- .... .. ------ -------- tv- �,2 1 I �OefE) 4 GA� I N V, 3 94 1 ----------- S ------------ ------ ------- - ------- iz 31 .44 GULF TON B AAY BOULEVARD rz")R 60 DESIGNED I THE SIGNATURE OF THE QUALITY C Q GDM "l CONTROL OFFICER IN THIS SPACE ,, - DRAWN INDICATES THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED JLW/CAD_ AND THAT CONSTRUCTION IS < CHECKED AUTHORIZED TO COMMENCE. RR 30 ' 1 IE =23.55 EX15T. 4" StDEWALt', ?ik ayj ZON�N� _G 35 3 P@0.7t°1aIA/ /PLUG t4E!, /N TYPE D CU.PB +� 14r"O/U.T` Arrz.f'NS �`S f3 IMLET GRATE TYPE `D` r TYPED CURB W/[[ GRATE = 33.-1Co I 1 50 0 50 �.Q ENeZ45EALL LANDSL t E. =23.35 ZONING C -G 35 �" C.PwoE 3z.3 = E �4r E-rtcr r -so - �k'►�* .a �s- 242 154 1VWATEf%L1IJE t co W __.- NOTE: NOTES NIL 1 C it- 8'•i 6" TAPPING VALVE � Ct_EEYE 'R! g a IEa.29 3€3 8 x 3- TAPPING VALUE # SLEEVE `� � f DIu Tc7P td M, 30 S7' (BY CITY OF CLEARWATER) �D_ .� o.� �! COMPLETE 4" S1tDE.WALYi 1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM. p EX /Sr 3t""" EC = 28./.'S �✓/°� <�LIJ t✓M / .�/ '� 'tF 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND "c -�''� IT IS THE CONTRACTOR`S RESPONSIBILITY TO DETERMINE THE EXACT «Boriz.,f y ,y j 3G`"RG.� � 54- STEEL CASING �- Ex /ST 341. C. G�7YOF E4=,Z7 .43 K /,r tiLL TNlCKNEg�, / _ _ LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR 5ToPwm t- AA)J'AO!_E / 'r'sra,4- t` y, Sr• FETE W4. 25 ! Rtt•rt -ORoo c% .,• VICINITY. 1.9 EX15T- 4` 51mWAt.`► 3. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES IN THE AREA 64 E ( 7-04r Lf- lb ti.C.F. e OXI % BEFORE BE INNINU CONSTRUCTION. 35ti.F t5' hC -t�� �.� 't® rV q� l SECTION '- - MOTE• sEFoR-1 -C4 ^feA10E- 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND }A #A;LET CRATE TYPE C_ ' SURFACE ARE CONSTRUCTED. SECTION - 6 RATE E' 32 90 ° � 33 �� a'� 0 •s' � C ! � MEit/T GiF WO ?.r W /rr/ /it! • i _.£- = 3 048 c4 �?• k rz _`� TiyE G /TYliF sr BETE, 5, ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING 0. - `s tJ`�., W�4TEFQ'G!/t/E E.SSEMEn/T, CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF - 3v i4 k a d� 20 F F5 'RIP. E O lS � W '� 04. 0 ,` �` fS" I i�'t- CDnlTR- 9C7o,Ff Is To SEDIMENT TO SURFACE DRAINS. M ` --- C /ry of sr_ f t� ' _ .+" au: `� ►4 , 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. F.liA. BY PErE. P!1,S41C 6!771. 17lES !Qd t F fS�RCPit (3_ /SX \ �' c 1 GtTY OF Get; 1f3 T G Y ` '�'' •e 4i 33 50 G -TG�N.N Nl /T-LNEGG B93 -7ZG! ®� W /pLUC: � a-- `- "s�• -.,.e ,�} 2 4- '7, NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY - �� ` GLWTl1. "1 F GP�ATE =32.0 • �" •rt" fUI ET GRATE TtPf D SYSTEM. _ gti 1.E. o (� �3 15 e' Iz 3 .i3 l ��� f,.- 30.30 wr / • w o �.� j GP�ATE = 33.00 va g f �s ' 3 i.E. = .23,oa 8. SPE -IAL CARE IS TO BE TAKEN SO TREES REMAIN UNHARMED DURING c° EJONSTRiJCTION« / F 6 , 0 � t �• - ��} ®3 � !!� � F k .� � �` " -E.i BC`. /p�� �itp tb f� � ` O(w- s ` ! F r O.1` a F O6 r ' i 4� L F.` P1 G P. �O.SO o-1• �- c s s .,>t► z� 9. ALL MATERIALS AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH CITY a r / v 0 OF CLEAWATER REQUIREMENTS. fi 1 ,! `. # °,Q , q, ;r a t ,a `2` \ ` �e Ott c t5 '� • - / `F - '�� ` o 1lAR t3 1Q• NO ALTERATION EEN $S PLACE RED EUD�SECTION C / PRMITANDA GRUBBING PERMHAS B IED BY THE I �---- �` i 'e `; • ®' /E,•��s' 'r� �'� - 1 g5 a`q~ ° 48!f- t4AS0 "RG.P. 4.4 o �' t CLEAPWATER. 2 °1e n = °`�`'i �'` `� Q` c ° - try • 11. THE CONTRACTOR'S ATTENTION IS CALLED TO EXISTING CITY OF EXIS�"tI~1G •°� ,t - �' CLEARWATER AND CITY OF ST. PETERSBU}C WATERLINES. EXTREME CARE .. _� r, �fl e % - c t 4•� / a O TYPE D' UR IS TO BE EXERCISED WHILE OPERATING EQUIPMENT NEAR 2Y-ESE "_ ts' ar - , �__r ffi, E ? -,a c_ :s °j l' d�.ET TETYPEG f 9` `�• THIS 71E d � WATERLINES, WHICH ARE TO BE PROTEC.:D AI\P :KAINTAINED DURING �--= .1•��' �' / Q , (3 r GPr E 52,50 rc. r. z` FILLING �-d CONSTRUCTION. E- 29'.85(E} ~ d .: t OCATION • G L9 93( ° 3l CT If P.)` C �4V 12 . C TRACT "R - W ILL UTILIZE ALL NECESSARY EROSION CONTROL PRACTICES 4 t z G4Lt 14a/?o ASNPER TI:E CITY OF CLEARWATER EROSION AND SILTATION CONTROL T 4 CALIrIOA1 USEE'xf.QE ° t�c� r ;+ POLICY. POL I � � -, . o t r t LET,GRiA.r E TYPE G` ,•' > ` 4 / i �` CA+PE. ELECr.FiC.tL t/NES~ ` , d/ GRATE =,5? 40 9 �4K�E' G: lT.S/irt/ Y`G' /.`V /JY � ° s cat °ss � 4 LEGEND .l p � � Z I�,iC C.- i"1 fl° r`t 6 1. h��! ?� �i� °� _ �4 O �f Fa - - - - - t^ :4 '� 0 ex1S -11G 1vA'htxe, (4,; �►' / END OF PIPE FLUSH V4 w Lt� P R ©POSED EXISTING f -- --�- -- WATERLINE AND REDUCER -- - -w_ __ - WATER SERVICE j-� -- - -- -a GATE VALVE AND BOX -- {�d - - - -- -�j FIRE HYDRANT ASSEMBLY � SAWTARYSEWER, MANHOLE .Dl�pFO //Y /! /,Ol G'Fl�F�'O.��Fit�l,�J,•PF.d GRATE 'aYe c C G -!'Al1 32.40 S44- .F. -IS R.C.P.O0.24°'1. 3 ,_ AND DIRECTION OF FLOW SANITARY SERVICE 8-t3 -Blo .PE!/ /SEa •s'4it/v /GfV f'�l� tit%! ta4l�ici6IFEA,S GRATE INLET DRAINAGE PIPE AND MANHOLE � =- -�- CONCRETE FLARED END SECTION - __-- -= 4 8.4 -8(o KEW5ED WL•PROP. CONTOURS COUrK %YARD STO M ADDED ®-•- -- MITERED END SECTION � wofiTH R W LINE OF I t- \ O NUM -BU OF PARKING SPACES ADDED STEEL. CASING DATE: - ,`..,.. ' '`. S• fcs - C QI - RDFI 9`i .iNEF -1 A' LVA'1 -. AI I," `. E,.1 ` C' o.C.P. - - ® L3j YLrsFA _ /►b R.C.P. � i.�.`��: �x� �s • t1,.1 T) GRATE T tPE C (°l ry j C 9 1 � �5. ° •° GRATE °32.10 �---= Q EXISTING 0 OAK ® PINE OTHERS -A% IIULET ,�' ;�- 9-111 .Dl�pFO //Y /! /,Ol G'Fl�F�'O.��Fit�l,�J,•PF.d GRATE 'aYe c C G -!'Al1 32.40 S44- .F. -IS R.C.P.O0.24°'1. 3 ,_ o ° 5 8-t3 -Blo .PE!/ /SEa •s'4it/v /GfV f'�l� tit%! ta4l�ici6IFEA,S J08 N0. 162 -00:1 4 8-4 -86. TYPE "6" CURB ADDED •5•E: PARKIN,-,; TIER F. B. NO. 4 8.4 -8(o KEW5ED WL•PROP. CONTOURS COUrK %YARD STO M ADDED ZOM ING C-•C, � wofiTH R W LINE OF I t- 7­7-8G ADDED STEEL. CASING DATE: GULF- TO-6AY 15L\JD. < - - . INITIAL ;� �. GULF -TO -BAY �.uD. (5.R.(.o) g E CWTf_f% OF SECTIOU IT � �. ,• T Z9 5, F4 1(o E a SCALE: V-501.1 NO. DATE REVISIONS APPD. BY SHT OF :;z 569'4(.'01 "W GGr0.0o 50UT14 UWe OF THE MW.14"5ECJ-1 29 -ti• _-cS G %GD r N:.b® Bn.Lt✓ FV "4 1.V4SGT. V.,,,f 8•,.. °.j LS- ESS S�GNED IN THS B_Q_K PLACE � GRADING, DRAINAGE ACT I! A OF PHASE 1 En {ncl-ers Planners a Surveyors FOR UTILITY LAN . i.C- 2145 U.S. 19 NORTH CLEARWATER, FLORIDA 33575 813.791.1441 METRO DEVELOPMENT CORPORATION OF FLORIDA, INC. EXISTING 0 OAK ® PINE OTHERS p I ,�' ;�- 9-111 .Dl�pFO //Y /! /,Ol G'Fl�F�'O.��Fit�l,�J,•PF.d 5 8-t3 -Blo .PE!/ /SEa •s'4it/v /GfV f'�l� tit%! ta4l�ici6IFEA,S J08 N0. 162 -00:1 4 8-4 -86. TYPE "6" CURB ADDED •5•E: PARKIN,-,; TIER F. B. NO. 3 8.4 -8(o KEW5ED WL•PROP. CONTOURS COUrK %YARD STO M ADDED 7­7-8G ADDED STEEL. CASING DATE: - SCALE: V-501.1 NO. DATE REVISIONS APPD. BY SHT OF p �' =50 .aky MG ►� �. -rc.. / -k E115tt WWATEALtWE W- t`QU' 1 VAr- QL Zr•a e1% ',�?s ti 3 A� ZO 13 COMPLETE 4` 5IDEWAI�•► hAG �'F nit" �p Q RS to �1 V-5 . 2 OR pll L• 1 ?ig� s EXIST- 4 p O ' ° 2 0 5D' %TY OF 5►.PE:TE WATEP9 MIN b s 33 4Z �' i. t~AS�{°►E:NT .. SoC �NO + 2Q -� .gyp•• 3 - • . �� Rs {5' SHRUB PLANTING DETAIL L L F � � ,Q �3 CYPRESS AAUL C-14 kc CIT`( OF !02 CLWT R. 1f ` j 89 • c," /' 3,. S�.UC 1=R E3AS t N, AID.. ARUV t4 D co / f ! --1 �• = ! / f • C - to , , . _ k4 l '• •. , . + L_ x R �✓ '` r l � •ro �` / / � E X t ST[!`iG 501 l `.sr ns q ►' i2' 'gc'� -.`- is ! i { 6 . -�IIP! � tr . c C EL F. w F. = � . 2 5 4,. ,�. .. r. �� 2 _ 014 . , - / �` o � f �C,--� ° ►3' 09" ° Z" L.F. .P.CG0.2 MG ° ., t,,,t \ t` �� � °n j , E t �J 1 IV l? 6S, /1 b k7' 1t G9• } Q 1. �% �-i e 5 `° pf p`t' / ( I k J ul 6 ° v3 'cam "'• > > " � 0 , c1 13UILDIKIG \ cis` o w � PtLiNG t... '``� p b, - ko P,• 2 Y 2 f 1 z L OCAT ION u, J 1. 0.51 Y P, ~ �" ti io t 'ptt 4l F. -2 C.P. '!e 1 m + . • � � ZoNt t r�G C G Lw p r � � � . � �Q tZ" t2•° ii 11 � g G --t,� y •i �� .�' - "� � ® ,,� `O � i �j o •1' 6 I ° ST FtiUCT WEED MRY-i I NG j -'- 5 • G. S. `�'. t tSL O 15 ® " ^ .� (:, • *1y '3' ®, ��G / - ' T• ' I9 2 I" / s f SEEE�CNtTECTS PLANS 0td, ' PfiOPOSED 1NlNG WALL { I 59 0 > $%(. TAPPI►�(a VALVE 4 SIEIE o,tz° a Q E TiI�iG RETENTt4N -- -_- T s �t4 �.�'' ►- POND , z AP w,. tth,l.V�E 51.F_EVTi G 9 �' �• G - ` fto t ( by cirf of CLW Tiir� ' � c{�',�' �° ' p 'J ty o T.O.5. -{ d3 / •rac.' • �,CI Gb O' D.VlWE5= i �^� ¢ f I l r s+ c 2�a.0 E ►o It i i I i i �. �r z t p iSOTTC>f1 t'T.O l { { _ I 9a f �X tevTINC, rAg- i-INCi i 1 I P N �% 9. 4- / o ``ATE * T149- MA.1C3%• T1 C f E 1 I { (� of t ' s t ` ®•s' ! OF Tla� EX1571h FRKlrtiG, PEAT i ( i l i t- i ae- �.@ TNT, IN -I'1't AP-- A� I r r — - ---- { z O S :9 k . �." k " RStE Ff• At-!V E AT LAGT :; , r � I I � � i l I +�`' �► 4.• °a ,, ® AhtD (r',1►t.i- P>E r _ ^� "t0 t. F -IS1it.F'La0.29't bb 7 ®{w� tic tFs�{"Ti- � vu T. CUf15 b.G' y °. 50'tp ti s I l EXIST. S� "= � � .4ti P1.C.P. t () l► j! I i l E.Kc.P q° X o o zs I( - - - -- t,18904U0% "E C� f - i 0 589.413.3 r N n} - 3 0 r �` CAUTION: ELE:CThICAL •o Fh,Cy ►LtTtES EM STING TRACT 1 OF PHASE _ W tN .;l'NIS AREA. l ZOMING C=-G - UOiTN W_LiN� OE_ r GULF- TO -5AY 15L.V P. t e � � GULF- TO -t3RY C'�t..Vq.(s.R.C,o) ° crrmTev% OF SECTIOU 11 f TZ9 5 f'4 t4 E :! P :c 5 89'4(, OI "W Cr(.*O.00 SOUTH UME OF THE uW14,5EC -%-I 29.14 JOB NO. 162 -QO 1 DES Cj%E'D -1� P� NOT VALID FOR CONSTRUCTION UFILESS SIGNED IN THIS BL OCK S". I � LACE F. 8. NO. OR��•� - � • - _ _ TRACT 11 A OF PHASE 1 LANDSCAPE PLAN DATE. Engineers Planners o Surveyors, g Y - FOR _ ___� 6-6-86 SCALE � -5® Q J 111T �` � OF Fa 2145. U.S. 19 NORTH CLEAR ATE R, FLORIDA 335.75 813 791 1441 METRO DEVELOPMENT CORPORATION OF FLORIDA, INC. NO. DATE REVISIONS APPO 8Y 14 �z j ff ��-� ��Q� `' }� �14 II �'J' ,� 15 21,#, 05 0'IC 19 a'44 07 �7, 10 126 12 22 0 ? Q 0 I 13 133 < 4 �5 0 } f 4 0 7 2 , \. % 0 I (15" 7 0 2 :(�7 6 9 4. Q Q Q c 9 Q 9 5 to I_ O 9 d I 0 20 :I Clio 010 :8: IO a Q r to O 4 10 6 21 7 ' r tb:::::;::.;.. 2 07 0 80 9 Q Q Q II 46 9 O Q a 0 u 2. 0 O 2 Q 6 9 56 � 4 9 Q • 1122 Q r� ' 15 Q 7 Q S 14 18 I Q 7 9 7 ' I Q DEAD W 4 Q Q - 10 9 14 d �y F 7 (�� ` 0 0 5 s I 2 14 0 II 12 ai 5 Q• I- I 1 o NING A S O Q• WEST 7 0 6 04 7 6� 0 24 $ _ 5 n 1 j �0,9 M S['rfoot 015 1 � � 10� r -�NC)A Vow 5A6emG"T i 7 �f t !jI 3 1 i 12,18 V24 t/ iJ '�' ` CJ I/ 5% ° J EAD 4 12 10 Q 1 9 II Y � % m V Q 130 10 010.13 15 0 Qs g 7010,12. 12 0 5 JDI -1,5 8 E], El', 7 Og 0DEAD 7 013 10 BA 32 Q Q ® Q 13,14, 13 14.15 a g r B v W p 10 V 4 a ❑ 6 ❑ 6 24 4 0 8,12 9 _a i 7 Q ° . ��6 _7 4,7 — _ 7 5,12 I 0 ' O - - • _ _. —° a 10 � 017,18 x 020 19 10 '0140 10 5 H,12 6( E 6 10 N —1 t L1 /� 2 0 l , 0 5 DI_I 1 _ .. 6 �, �g 5 ! A5 42 °� M t 6 O 8 JDI -16A U 090 Ogg 09 i � ,15 a �6 0 4 - 8 v ; 4 9 018 4�' 912010 0 EXIST, TREE LEGEND 16 �} C 011 G ®9 0 0 7 16 a� 012,13 12 13 13 G 17 , 4Q 0a,9 Denotes Tree Of Uknown Species 10 ' > 10 4 9 09 I 1 7 t �2 5 ❑ �J 5 ❑a , �g s 04 g�DQ D 6 t Q Denotes OokE Tree, Unless Otherwise Noted 14 /f ❑8 5 6 5,7 13 B 06,7,11 (� DEAD 7 018 Denotes Palm Tree ` 0 I P E ca s ' L _ 5 C 4 1 Q d O a 05 4 }— 5 I 7 I Denotes Ca m � p/h� o r r T ree 14 4 0 O 1 �0 15 0 I 5 13 O 5 7 O 1 41 4, a o 1 I Denotes Pine' 0 0 7 . s. I o Q 5 s I 5 5 JDI - 9 �1 s 10 s w 4 Denotes Ma P ie Tree d ax 1 tJ t1 O 2t ei o DI - 4 41 3 0 4. 5 1 Q Q � e o 0 TR a s Q 0 6 O s O 7 0 a 2 05 6 0 I P CA 2 4 E N I i Q I a i I i I 4 � ' !` i s Q 1 3 7 Q i 0 O Q 10 O o 7 a } 4 - _ _ / l P Q 9 I 0 ¢ ' Q l2 Q i 9 t D .,- 5 8 f� .Q I 12 N Y `� M-- _0 I I i G I I 6 2Z • 24 , 16 & . 7 66 5 4 01� 7 , 11 0g 0 0 I 0I 3 O 8 Q 6 , I2 7 II a s � 7 Q Q 4 x O Q s.a. g Q 8 0 4 a IS 6 Q 12 f ... B O Q 5 5 II `•.,ort/ -y A / 9 36 t I i M Q i I b 7 9 J 4 0 0 X Q 8 8 �' Q 9 6 8 I 12 0 9 I I 0 8 r 5 I 6 Q - 5 `E DI 2 a 8 0 i m 5 4 J - I :: JDI 2 24 ::::.... X µ O JDI I 7 09 a-'t Yv 9 1 � 12 e _ 10- I -22 x � ®5 2 ti �} t2 1 4 1,10 9 b O9 _ } _ r �� �. / ' �I .,._ . .t't` I 0 111 QBA 19,6 12 D 10 ; Y 10 05 -- �` ' i Q �II.20 9 �O 7 - _ I 13 I 4 10 I, 014 21 ( J� � o :._._ 9I 0g - P� ��-o ` 12001 �19 dI 013 012 027 07 O• ���� @� a, M� ba1 07 i �� ��' �• M I ® � �} � 06 0 b a 0 EAD 24 0 07 Qlg (, ,3jJ' 40p�C}•1�� �d` rt <' 11 6,9 „ 10>7 7 0 016 1 1 12 x 10 �� 7� blo 10 \ S 23 c _ i 9 6,6 ' ____ C a#' r ►�kt &'�-r% tog VA }} wb�2r Or PAS k�>• I r� I i 1 I i i lj�i Lo r�FZ�, (A i0jW VAilz.K1 P� aa- U t 12vli? s"ov I4 MAI 1:2 P { %v &- i cA-`s g, env g2 t l � kW D"J" `T A Y J�1100 �7 t o7 �to�. �. ► s �o,d0 (0�, i t,4 (� t,, 6, 9,7 1 -_2 gfg f G r� I i 1 I i i lj�i Lo