The URL can be used to link to this page

2495 GULF TO BAY BLVDH D CLEARWATER PORTFOLIO 3625 DUFFERIN ST STE 500 DOWNSVIEW ON M3K 1N4, 00001 RE: 2495 GULF TO BAY BLVD Dear Property Owner: The City of Clearwater Planning Department has done a re- inspection at the above address and has found the property is in compliance of the following City code: . Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. /j A Inspector Sf� nature DATE MAILED: 10/27/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r: \Forms \CDC_Compliance- Tree.rpt ko «fs �VA• 4� � V • ' fF CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 337584748 Telephone (727) 5624720 Fax (727) 5624735 Compliance Notice Planning Department CDC2008 -02043 H D CLEARWATER PORTFOLIO 3625 DUFFERIN ST STE 500 DOWNSVIEW ON M3K 1N4, 00001 RE: 2495 GULF TO BAY BLVD Dear Property Owner: The City of Clearwater Planning Department has done a re- inspection at the above address and has found the property is in compliance of the following City code: . Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. /j A Inspector Sf� nature DATE MAILED: 10/27/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r: \Forms \CDC_Compliance- Tree.rpt l5 � Htii 1 �f= lY' Planning Department CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 H D CLEARWATER PORTFOLIO 3625 DUFFERIN ST STE 500 DOWNSVIEW ON M3K 1N4, 00001 RE: 2495 GULF TO BAY BLVD Dear Property Owner: Courtesy Notice CDC2008 -02043 The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: "DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL" shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance with Section 3 -1204 Part L you must replace the missing and dead Varigated Lirope, Fountain Grass, Yaupon Holly, Indian Hawthorne in the interior islands. Replace the missing trees in the islands: 2 Red Bay trees, 1 Live Oak tree, 1 winged Elm, and 1 Sycamore with Florida Grade #1 replacement trees. Replace the 9 missing Sabal Palm trees on the East side of the Gulf to Bay entrance with 9 Florida Grade #1 Sabal Palms. Replace the 4 missing Sycamore trees along the East perimeter with 4 Florida Grade #1 Sycamore trees. Replace the missing sections of the East perimeter,Yaupon Hedge with a new one. Replace the 2 missing Scycamore trees in the perimeter landscaping bed along Gulf to Bay with 2 Florida Grade #1 Sycamore trees. Replace the dead and missing Varigated Lirope, Gold Lantana, and Heavenly Bamboo in the perimeter landscaping bed along Gulf to Bay. Replace missing and dead Yaupon Holly in West perimeter hedge. Replace Replace missing fountain grass in the West perimeter landscaping bed. Replace 1 dead Standard Ligustrum in the East perimeter tree line. Install replacement perimeter hedge along West wal to replace the missing one. Replace 2 missing Bald Cypress trees around retention pond in rear of the building. No further action is required on your part if the violation is corrected by August 24, 2008. Our goal is to achieve voluntary compliance through education, communication and cooperation. We would appreciate your assistance in achieving this goal. If you have any que i n concerning this matter, or if you need any additional information, please do not hesit t�j to con ct Cit of Clearwater Planning Department. AM 11 A Inspector Sigp4re DATE MAILED: 7/24/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r: \Forms \CLWCourtesyLtrCDC.rpt I _r(I L-,-\ '(3 JAA nae k L4 __� 5� r ti- Z��( �3 L L, - -s� I_I �� a �.I� I �-�� e 7L Clu v"\:1 Neel- - �lt u W (C'k, �_Go I(X&t lipn6l J APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT ENVIRONMENTAL MANAGEMENT DATE I t b/_ (813) 462 -6747 RECEIPT rG7 A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months.from date of approval:! , on } r� In accordance with Section 50.22,1 hereby apply for permit to land clear and /or grub the.propi fy describend below. 1. Location of Property:`f3 2. Project Name: �,S'� , C =��,' Q v r 3, Purpose of Clearing and /or grubbing: ,a New Construction A3 Demolition p Tank Removal 4. General description of existing vegetation, topography, and surface water (in u 8mg Fall �ar�d or pro posed ditches, canals, and swales) L44-zz r�7G % «'S /(�G / ✓C "J<1 7 �' W sc /x. v -74j rj" 34� r °:l r� j�.q «I tl /✓ C /7i SJYC 5. Proposed method of debris disposal Z�--' 1W 1kFa }C 5-lie- 6. Date you plan to begin work 11�i1r9� 7. Proposed method of soil erosion control '�' """'4 G;r�i.�.�� -� ' i °7P��r 9�� !� -rs >,� g «�.1�P.•.� < 8. ❑ No -tree Verification Required Z Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DOG CONSTRUCTION AND SECTION 50.43 REGARDING EROSION AND SILTATION CONTROL. Signature of Ownly or Uwner presentotive P -Nf ✓l t /� Printed Name 69'e-- /V6•1Z 4-4eis /(VC Address 9 / 333oy City State Zip Representatives' Firm Telephone Applicant must include Aerial Photograph or Scaled Drawing showing property boundaries and limits of work. This is NOT a Tree Removal Permit. 14 P Er�vironmentafnSpector Date Comments c Q + 0 LL t 4Z f ) ON J 1 +" e pe tz Q 1-Y C(Z;,O e 0 ZQ i Co A) St e U C-f 1'6 �J Q 0 S'4~o2 Co .n5 S-f 2uC D Q Q r_� - gn PJFAy'Y e.zo t, f`o nor W4- c A l,44 ;& �2,z P_n :(A nt- Q r,-� 19R If n /-E. oma Based on the above comments and 'information submitted, the above clearing & grubbing application is: O Approved As Submitted proved - Modified As Noted Above p Denied Signed: Date: 77 City Manager or Designee N \, 4= Ila less 21 r= eec�Z Tlc� 42 4T 12 �� = S"ACu AV,7t�e mss- =`L7 SAP-Js = 46-60 4 = / 5-3 �J .S -e/goua Brea S�t �-/ /,:- 33 33Y -70 t �Z vf- �� 4 , Art) I C �3 Po 7ic_0 — 6 �40� KO-- IF eAo t4 �ct4o 3 /TAP, ss � 9 �a1 3 MFPr4 4'r `2� o,t i 10 tC 4 C,k� f-t-7 ZL fi fe- IL 1 fl TP Olt ii 41, III I A 6� DIV (s M / - 13-'1--, 77- - z7 tj ll - � N ZZ- l8 -7WI = �o _ o hftgj 1/ = (r �z -TW 3�I 13 —I-�t1 = s z 2-q-1 t = [.(79 �� • 3 x53 (o G(o --360 = 3 0(� �'� It - � t IT vs -i �, t ` X41 �'.� •' �� f _ _ i 1 \C, i `l F + ,�::; { • J Z i i � 1 + J 'e " ' -'tom _ Y � 7'.11 !C 1" -P. crt .1, +�•� I ` -!` f�y� }4 •fit ,�1 i `` yS f 61AP-W4 ley-,- IZ l GI U� 17el-Y471- t ,ev,ss e// -7 361o, C U�1T �� -free �bN T ° r lal e o il sife� d D`I Sa -frsF� 1�4n7 nv�e la -as d � •� r fv;' � I n r` ,��f WJM1 f �cr f%an�= x`36 il J np r6er� S�O� &P w% G�l�vrs62y COde bi� 4(14 6h,. — �� 3 604(e y',- hh shawh -� 3 r/ ZA."141I Qtr 3 �r re*om m��L eeefe *ES GO 4e A, 3 r' X '#Lf, -�' , //j �r info o� �rt�i /n a�i�oti �r iAlk code �r�rs I STILE DEVELOPMENT CO. October 24, 1994 Mr. David Baratta Vice President of Real Estate Builders Square 9725 Datapoint Drive San Antonio, Texas 78229 Subjeeb Clearwater, FL (Store #1033) Lease Exhibit E Dear Mr. Baratta: 2 6 OCT 99 f 4 11 1 6400 N. Andrews Avenue Ft. Lauderdale, FL 33309 -2114 (305) 776 -9160 (305) 771 -0416 Fax As was discussed and documented in Paragraph 3 of Lease Exhibit E, the City of Clearwater Planning and Zoning Board approved our required parking variance with a provision that certain specimens of live oak trees located in the north parking field be saved, and that we retain a professional arborist to evaluate and recommend a procedure as necessary to protect the viability of the trees. The enclosed report prepared by the consultant Jack Siebenthaler recommends that, given the value and quality of the third tree, every effort should be made to save it as well. Based upon the Report, the City has proposed a revision to the site plan that would seem to address all major concerns. This proposal, which would be handled administratively, would exchange some parking around the tree to be saved with new spaces gained by eliminating some of the landscape islands. Given the extreme sensitivity of the community, I would strongly recommend your support of this proposal. Builders Square has a unique opportunity to derive some very positive public relations and free advertising at the critical store opening time period or in the negative, an equal opportunity for some very negative publicity. Please understand that this is a Builders Square decision. Since we have a certified site plan approval, we could remove the tree but we cannot control the public reaction; and believe me, there will be reaction. The subject of specimen trees is a hot topic that will generate media attention. I would strongly recommend that Builders Square use this opportunity to be a good neighbor and capitalize on a public relations opportunity at the same time. To this end, I know that we will not have any difficulty getting the Clearwater Environmental Management Division to bring the issue to the attention of the local media. As the Developer, we would be pleased to offer our resources to insure the optimal orchestration of the "event ". An Affiliate of Stiles Corporation /A Full Service Real Estate Development Company . �-ti Page 2 October 24, 1994 David Baratta I am sure that your operations and public relations group can come up with some ideas to capitalize on the situation. Among other things, banner signage could be hung on the temporary protective fencing highlighting Builders Square concern for environmental issues. Given the proximity of the Home Depot all of this kind of "free promotion" could be very valuable. In order to give you a complete picture of the situation, I am enclosing copies of both the consultants report, a letter from the City delineating their request and a sketch of the parking and traffic pattern around the affected tree. Please advise as to how we can best represent your requirements in this matter. If you have any additional questions please give me a call. Very tr , Dennis . Pe Vice Presid DJ P /cdb cc: Monna Boan Tom Gwilliam Gary Crull Dave Baumhardt dennis\bara1021 JsrILEs DEVELOPMENT CO, 6400 N. Andrews Avenue Ft. Lauderdale, Florida 33309-2114 (305) 776-9160 (305) 771-0416 FAX October 28, 1994 in Mike Quillan NOV 02,1994 City of Clearwater City Hall Annex 0 1 N T h A L r-' P" �flkil I T T- 1N 0 10 S. Missouri Avenue EA N W A I ffl Clearwater, FL 34618 Subject: Builders Square/Clearwater Dear Mike: We have been notified by Builders Square that this project has been suspended until further notice. We are notifying you of this matter to avoid waste of City resources on this project that we have worked so hard to get done with your cooperation. We will advise within the next week whether or not to resume the permit processing. In the meantime, we certainly appreciate your help in this matter to date. Should you have any further questions please feel free to contact me. dennis\cityl 028 An Affiliate of Stiles CorporationlA Full Service Real Estate Development Company A i • C I T Y OF C L E A R W A T E R }f�m,..i-: -•Tq POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 REG02- 02 -06 -02 Environmental Management October 18, 1994 Mr. Dennis Perry, Vice - President Stiles Development Company 6400 North Andrews Ave. Fort Lauderdale, FL 33309 -2114 Re: Builders Square . 2495 Gulf to Bay Boulevard, Clearwater Dear Dennis: This letter is to follow -up on our meeting 'of October, 18, 1994 regarding the subject project. As you know, when the Clearwater Planning and Zoning Board approved the variance request for a reduction in the required parking, the following condition was included; Two out of the three large oaks designated on the site plan shall be retained on the Gulf to Bay Boulevard frontage of the property; to ensure this the applicant will retain a professional arborist on the site to insure viability of the trees in accordance with the tree protection ordinance and to save the third tree, if possible. If adjustments to the parking lot are necessary to save any trees consistent with this condition those adjustments will be made consistent with city code requirements. As required by this condition we have received a copy of the Tree Protection and Enhancement report prepared for Builders Square by Jack Siebenthaler. One of the observations contained in this report was that the third tree, a 43 inch diameter Live Oak tree, is a healthy specimen showing no signs of dieback, disease or insect infestation and could be preserved. The fact that it is currently located in an area which is surrounded on three sides by asphalt pavement indicates that it has an excellent chance of surviving the construction process. In fact, the Live Oak tree is the highest rated specie in North America, largely in part due to its ability to adapt to and thrive in parking lot settings. It is also a long -lived and virtually disease free tree. This particular tree is approximately 70 years old and with proper care can be expected to attain an age.of 350 -400 years. Mr. Siebenthaler has determined the tree to have an appraised value of $45,410. �e4sa " Fqua l Employment and Affirmative Action Employer' 16 7i Mr. Dennis Perry Page Two Based upon review of the Paving, Grading and Drainage plans for the project it appears that this tree can be saved by providing an oval landscape island around the tree with 12 foot wide one way travel lanes on each side of the island. This would result in the necessary, relocation of 15 parking spaces. These spaces can be relocated to any of the proposed interior islands, with no reduction in total parking spaces. This could Serve to provide morn available parking closer to the building. Sufficient interior' green space would remain to satisfy the 6% interior landscape area requirement. This arrangement would not affect the proposed drainage pattern for the site, as the tree is located on a drainage divide. Therefore it is possible to adjust the parking layout to preserve the tree and be consistent with all city code requirements. Environmental Management does not believe that this tree will present a barrier to visibility of the building. The finished floor of the building is approximately five feet below the elevation of Gulf to Bay Boulevard. Consequently, with minor pruning of the lower branches, the sight line to the building should not be impacted. In .addition, the tree is set back from Gulf to Bay Boulevard such that it will not affect visibility of the pylon sign. As evidenced by the discussions at the Planning and Zoning Board hearing for this project, the citizens of the City of Clearwater are very protective of the tree population within the city. In fact, Clearwater is regularly recognized by the Florida Urban Forestry Council for efforts to protect and preserve the urban forest. Gulf to Bay Boulevard is the major east -west thoroughfare through Clearwater, and preservation of the tree canopy along this corridor is of primary importance. Due to the high visibility of this site, the removal of this tree will likely result in an unfavorable reaction among the public; however, preservation of the tree would present an excellent opportunity for Builders Square to gain some valuable public relations benefits as a new business in the city. Press releases could emphasize the fact that all three of the oak trees, which have been appraised at.over $160,000, are being preserved. Environmental Management would assist in assuring that this effort receives media coverage. Evaluation of the proposed tree removals and associated replacement requirements for this project shows that there will be a deficit of 736 replacement inches. Subtracting the proposed replanting leaves a deficit of 273 inches to be paid to the city Tree Bank at a rate of $42 /inch, or $11,466. Credit towards the original deficit can be provided in certain cases when a project developer employs tree preservation efforts beyond what is typically required by ordinance. In this case, a credit of up to 3511 of the original deficit can be provided for preservation of this tree following the specifications described in the Tree Protection and Enhancement report. Mr. Dennis Perry Page Three Administratively, implementation of this preservation plan Should not affect the permit approval process for the project. The building permit could be approved as currently submitted. The revisions would then be submitted as an amendment to the Certified Site Plan (CSP) and the building permit. The CSP modification could be administratively approved, with no requirement for an additional formal Development Review Committee review. The building permit amendment could then be approved while construction was continuing. No variances or hearings before any other boards would be required. Environmental Management strongly urges that this tree be preserved, as we are confident that it will be beneficial to Builders Square as well as the citizens of Clearwater. If you have any questions or need additional information, you may contact me at (813) 462 -6382. Very Truly Yours, Michael D. Quille P.E. Water Resource Engineer CC: Tom Miller, Ass t. Director PW /Environmental Jon Gotwald, King Engineering Associates j N:\ DATA \WPFILES \MICHAEL \BSTREE.MDQ MDQ:mq TREE REMOVAL APPLICATION FORM NAME OF OWNER: Fee Rec. LOCATION OF WORK: 7D Re- ece By- Clearwater, FL Rec't # 3136 ' REQUIRED PLACEMENT TRtt''c:= ......®.�__�._:�o.. ems. � .�o��..�v...�o._�.....��.m;�« PERMIT TO REMOVE TREE(S) NAME OF OWNER _ S 47D OWNER'SADDRESS - tl0/eo il/or;-x �y,,o(��.,,5 n•y� . PHONE _3Qs= Y '71 - 091 SITE ADDRESS _SL,[,' T� �.�✓ LOCATION OF TREE(S) ON LOT' SPECIES AND NUMBER OF TREE(S),:wA, &,1 S� •s4 p, „�� TO APPLICANT: Anon- refundable fee of S15.00 for be removed, plus $3.00 for every tr removed is required` 1. For new construction, additions or other m`odit`Icbtlons a site plan is required. This site plan must Have 1a , Fnl�iimurr site plan must include: a. Major Changes of Grade�;' b. Structure locations ;;,aw r' c, Driveways and Walksr � 1s d. Parking Arrangement e. Required Number of Parking Spaces mty3.1 f. Proposed Number of Parking Spaces g. Proposed Underground Utilities1,'.a h. Zoning Setbacks 2. Pr6tectiv6 barriers are requlred brounRd�il treed rr mat intact during construction. The bdMers must.meet QNjS % 3. Tree replaAment minim”' sta lards :'8Xoverall heic determine the number of replacement trees regire;, I hereby certify that as property owner or s?-rel. to be removed is wholly on property ownedbthe,abov the tree(s) are lo'c.oted wholly or, part filly ion p op fir o i Clearwater harmless in any clairnxmc3de forxwrongiri ren ether with an g y p ns sutafn�tte'd is a true represent 6:1 deviation- •frornt dr rt issuled;sh�ill��erider itnull`�nd` OtdiFionces... Y.� �:/''':� .�. -,,� a r• , `REASON FGR;REM�Vk: R' M Construction 0 Haf8fou3l6.00 0 DeMing 10.,00 0 9611 226.00 O Oth6 rI (Sped"ifi 22r) . 0 0 .00 five trees to LIME Ifee Recd. $ ovk:.510 be Receipt ? r" Date __ I:5(gIgq �4Pu� wwhic�h involve the removal of d 'protected tree (s), of, X20' forssi gl6 family lots, or 1' =50' for dll others. 'the, s <r s s and Rights -of -Way Trees Including: of 4.5' above grade (DBH) Location I or Insect Infested ;Trees le R'e'moved N1 it & Locations �ct�o;These barricades must remain inspectors note below to �d that the ttee(s) sought ij'd It be determined that igree to hold the City of Jhdt this application to- moval of the tree(s). Any of Chapter 52, Code of / '/l <i /�� -r / /( 1�•7 ^'F"'i�CYkYd 3��GC�''r��,��g�t' .v r � � •CS'�'�.Xys��" rf#k '�' Y"yi�^ �.s,,` Ca Y v t Ss t3'§. . x9�.�ra rZ�i ;tr�r �s1! ^ iota �. r �.,.. �.�..�.w✓ �y��r r" �. _ �„�- ' � Address / Sri � �'� �,'�' r t 7 *, r�,�`t''r�''�"� ry. �`� �A 2f1C t Re f0s�'n'tln � IfxNOt�,Ov✓r•� ner �'` _ /' �/ �'�� r' �` ,s- ,'.�1'�,��'� ;�" r �t'+` �'�," �'�i�Y``�,�� `jij� }ryY'r' p �"' gf�."� r° 3Tt S7y�r ) / L. // /!•'C'. (!.f'/glC' •�`u !fi .,'// ir�``.lp,.sl ti x 9} j'ix EyS(r" " "^..7/++ ?�, } p�. , `jj fe , . T d'9tY "!,�`,F 13<��' y V� �i��7 ��.'p�e City Zipa`Phone' S. r t ;��'. �N,r r�i� :ti'.�£�'�'��r h "�s;:'':�'� `��7;`�'S�'Tt"��lt�S�3.'t'�i a,ir'' �',�� k �'�S"g':•. DO NOT WRITE BELO�l iIFTHILIN ENoFt�p%, ali�l Urifi) lzSiried "ByCi(ty %Mar�lagero,is. Designated Agent Inspect f's Comments: Required Replacement Trees: //' C411--411f Applicable Code Section: j ? —_2'. Signed: ' Date / Inspector Based on the Inspector's ornments and information submitted, the above removal application is: U Approved as SubmittedAppr.oved Mied as Noted Above.' 0%ec�led Signed: Date: City Manager or Designee r 8 -94 ,3 lI 6 ' OCT 10 '51114 /)13:1/7 KING *ENG ASSOC INC -- 1.7- -f� "llf -Z-3�w P.2/2 ao h Jv - S/ vs de r CAI 5Ae, � (op 6 1_ <j 13 X.AA 0//A� ?�""� �G�r� 41eenai 01 Q� ►l�h a h?��5� 4*1e KING ENGINEERING ASSOCIATES, INC. MEMORANDUM T0: Mike Quillan /Dennis Perry FROM: David Benedict /Jonathan Gotwald DATE: October 13, 1994 SUBJECT: Builder's Square - Clearwater, Florida Tree counts modified to not include 100' deep out parcel along Druid Road. 1. Diameter Breast Height (DBH) (expressed in inches) Revised #'s (EDBH) a. existing tree DBH on site. = 2423" b. proposed tree DBH to be removed = 1342" (RDBH) c. amount , of tree DBH remaining on site = 1081" Formula: TRF = (.75 x EDBH) - RDBH TRF = (.75-x 2423. ") - 1081" TRF ='736" (amount of tree dbh to replace on site) TREE REPLACEMENT COSTS �`�I 3 '3 2L2,. 736" DBH to replant 185 code trees @ 2.5 "* cal = 463" dbh already planted with nursery stock I,5 I "? "(-Ctl�r44 � 2-0111(e *Revised from 1.5" caliper on landscape plan. 736" replant dbh -463" code tree dbh shown =273 remaining after code trees to be installed or offset by tree bank dedication. TREE BANK FEE: 273" X $43.00 per inch = $11,739 remaining to buy into tree bank Due to limited amount of space on site to replant additional trees dedication into the tree bank is the recommended solution. (G: \61 \0UILLAN.MEM0) APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT ENVIRONMENTAL MANAGEMENT DATE (813) 462 -6747 RECEIPT NO. A non-refundable filing fee of $10.00 is required per Resolution 86-9. Permit applicable for 6 months from date of approval. In accordance with Section 98.30, 1 hereby apply for permit to land clear and/or grub the property deich6od below. 1. Location of Property 7Z; 179 e 2. Project Name _1S,;'1de4X 5B144e 3. Purpose of clearing and/or grubbing .5'lre- 4. General description of existing vegetation, topography, and surface water (including all existing and/or proposed ditches, canals, and swales) A/c R%- 7-2 -r-A c5e'le, crp,, CU I 7_4( 1, o pl 1 7-4cc i7,fSe_r4L1,f7-,e) 5. Proposed method of debris disposal _. :7a_C& 6. Date you plan to begin work ,5 7. Proposed method of soil erosion control 5' RZ 8. ❑ No -Tree Verification Required KTree Removal Permit Required _5--c 3,174 pr.,41 I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 98, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND HAVE READ CITY'S EROSION AND SILTATION CONTROL POLICY Subscr*budaLid Sworn for- Si4gnaturef r, "'uoscr 'P Signature f 0 Owners Representative th &iday of J Printed Name Signature of Notary Address f T BAR NAME OF NOT,�RBARBARA E.-tIGENMANN_ FF_ City State Zip COUNTY S-rA,E OF FLORIDA ' COMMISSION EXPA, -P" l4l) DFf,.,,_1994 C�t Representatives' Firm Telephone UK BONDED THRU cEWRAL INS- Applicant must include Aerial Photograph or Scaled Drawing showing property boundaries and limits of work. this is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE 7� n, A A Comments Comments =0 -Lc) _ qlzzl9� aier Resmae Spec. Date P N 6 7 1: 10. 00 IL'. ELL 1-t On 00 Urban Forester Date Based on the above comments and information submitted, the above removal application is: ❑ Approved As Submitted ❑ Approved — Modified As Noted Above ❑ Denied Signed: City Manager or Designee While — Applicant Date: Yellow — Environmental 0 Pink — Inspector Rev. 9/87 TREE PROTECTION & ENHANCEMENT FOR BUILDERS SQUARE - CLEARWATER October 11, 1994 Mr. Dennis J. Perry Vice President Stiles Development CO. 6400 N. Andrews Avenue Ft. Lauderdale FL 33309 -2114 Re: Builders Square - Clearwater Dear Mr. Perry: I have visited the site of the proposed Builders Square project on Gulf To Bay Boulevard. I met with Mr. Alan Mayberry, Urban Forester with the Environmental Division of the Public Works Department. I also have met with Mr. Mike Quillen, Director of the Environmental Division. The following general observations are made for the trees at the site as indicated on the project plan furnished by your office: Tree #.1 (indicated on the plan with a solid triangle) This tree is a Live Oak with a diameter at 4.5' of 43 ". It carries a condition rating of 84% (high) and can be a major contributor to the project- with.,relatively minor adjustments to the plan (see accompanying sketch). Mr. Quillen advises there should be no problem in your obtaining a variance in the parking plan to exchange twelve parking spaces near the tree for twelve spaces in other areas, namely the elimination of several planting islands close to the building. Planned surface drainage could be well accommodated to flow around the tree, with split traffic lanes easily accommodating the required - vehicular flow. (Note: I am Aware of past problems in trying to work this problem out, but I feel that a simple and practical solution is at hand). Specific recommendations allowing for the retention of this tree are included in the enclosed sketch and specifications. Tree #1 has an appraised value of $45,410.00. Tree #2 (approximately 70, southwest of Tree #1) This tree is a Live Oak with a diameter at 4.5' of 47 ". It carries a condition rating of 84% (high) and.will be a valuable contribution to the project. Specific recommendations for the protection and enhancement of this tree are included in the enclosed specifications. Tree #2 has an appraised value of $51,002.00. Tree #3 (approximately 70' west - southwest of Tree #2) This tree is a Live Oak with two.trunks. The diameters at 4.5' are 41" and 30 ". The tree carries a condition rating of 80% and will be a valuable contribution to the project. Specific recommendations for the protection and enhancement of this tree are included in the enclosed specifications. Tree #3 has an appraised value of $64,451.00. Any questions concerning this report will be welcome: I appreciate your interest in my services. Sincerely, pack Sie-enthaler, ASCA nc. Tree protection and enhancement specifications Sketch Appraisal schedules Curriculum vitae - Invoice for services TREE PROTECTION AND ENHANCEMENT SPECIFICATIONS BUILDERS SQUARE - CLEARWATER The following specifications apply to the protection and enhancement of three existing Live Oak (Quercus virginiana) trees at the site of the proposed Builders Square - Clearwater project. No other trees are to be included in these specifications. Tree Identification: The three trees to'be included areG'indicated'on the final site plan as prepared by King Engineering Associates, Inc. as follows: Tree #1 - 43" diameter Live Oak approximately 165' south of the center line of Gulf To Bay Boulevard and 230' east of the west property line of the project site (indicated by a solid triangle). Tree #2 - 47" diameter Live Oak approximately 70' southwest of Tree #1 (Indicated by an open triangle). Tree #3 - Two trunks with one diameter @ 41" and one diameter @ 30" approximately 70' west- southwest of Tree #2 (indicated by an open triangle). Tree Protection and Enhancement: Roots - Prior to the commencement of construction, a complete perimeter excavation of the tree roots to a minimum depth of 24" will be hand dug in order to preserve the interior roots. The trench will be at a distance of no less than 9" in diameter for each 1" in diammeter of the trunk as indicated above (this shall be designated as the Critical Root Zone). All roots with ,a diameter of 1" or greater will -be treated with an approved fungicide at the cut end within 15 minutes of exposure of the cut. The exposed trench will be backfilled'with a mixture of 1:1 sand and Florida peat or fine pine bark to which has been added a slow release fertilizer at the rate of 10 # /Cu. Yd. This backfilling will be accomplished within 1 hour of the completion of the trenching operation. Surface - The entire surface area above the included root zone (after trenching) will be covered with a minimum of 6" of wood chips or shredded bark for protection from equipment, accidental spillage and weather related factors. This process will be done immediately after trenching and backfilling. (Note: In the case of Tree #l, all existing paving in the mulched area will be removed carefully in order to expose the surface roots). Trunk - All trunk areas will be carefully inspected for defects and pests and any indicated treatments for same will be provided. Canopy - All canopy areas are to be pruned in accordance with NAA and ANSI A300 Class 2 pruning specifications. Protective Barrier - Immediately following the pruning, a protective barrier consisting of a brightly colored plastic weave fencing will be placed around each tree at a minimum distance of 3' beyond the Critical Root Zone. Fertilization - Immediately prior to'Mulching each tree, a broadcast application of an approved slow release fertilizer will be made in the Critical Root Zone. Irrigation - Each tree site will be maintained with a temporary irrigation system designed to provide 100% coverage of the Critical Root Zone. The soil moisture will be maintained at a level required to approximate the field capacity of the soil. Paving Surface - The final surfacing for the Critical Root Zone for each tree will be either an approved mulch or an approved porous paving (Turf Block, Porous Asphalt, etc.). Such paving will be laid on top of the exisiting grade. Cleanup - No debris resulting from the above work will be allowed to remain on the site overnight. Each contractor is responsible for his own debris removal. Performance Standards - All of the above tree work will be accomplished under the direct supervision of an ISA Certified Arborist. All irrigation work will be accomplished under the direct supervision of a Pinellas County licensed and certified irrigation operator. All tree enhancement and protection work for the project will be under the general supervision of a member of the American Society of Consulting Arborists (ASCA), Protected Area Penalties - Any intrusion into the above protected areas which results in damages to any portion of the protected trees will be subject to pecuniary damages on the part of the general contractor. This amount will be assessed at the rate of $ per day until corrections are made or at the rate of the fair appraisal of damages, including cost of repair or cost of cure as determined by the general supervisor for the tree work. Only approved CTLA /ISA procedures will be used to determine these damages. Curriculum Vitae - Jack Siebenthaler page 3 In the field of landscape design, several prominent awards have been earned, including: two national awards from the American Assn. of Nurserymen [AAN) (presented in the White House) one national award from the Associated Landscape Contractors of America [ALCA] one national award from the American Institute of Landscape Architects (AILA] many state awards from the Florida Nurserymen & Growers Assn. [FNGA] An award for excellence in highway improvement Was reCeived from the Florida Dept. of Transportation. RELEVANT INFORMATION: Investments in residential, institutional and commercial turf and landscape plantings can easily run into thousands of dollars, with the replacement value of the investment escalating dramatically for a well estab- lished and cared for installation. Compensation for loss usually 'involves one or more of the following: the civil court system, insurance claim settlements or the Internal Revenue Service. In every instance, value must be established by a qualified, competent expert. Jack Siebenthaler is one of a select handful of qualified appraisers whose credentials, training, judgment and experience in the area of horticultural appraisals are easily established as expert in courts of law, insurance and tax offices. As one of Florida's first registered landscape architects, his advisory work throughout the industry has helped create legislative and educational guidelines for the profession. As a third generation nurseryman, his years of practical experience and educational achievement have equipped him with a unique knowledge that combines state -of -the -art technical advances and a seasoned respect for tradition. By no means limited to clientele in Florida, his expert counsel on landscape operations and architecture, production and propagation techniques, retail sales, personnel training and equipment application has been sought by leaders in both industry and government, as well as private sector businesses which rely on the intrinsic value of landscaping for success in the marketplace. His particular specialties are nursery appraisals and special plant collections. A partial client list includes the following: Busch Gardens (Tampa) Englewood Golf & Country Club Florida Cypress Gardens Florida Department of Transportation Ohio Nurserymen's Assn. Orlando - Orange County Expressway Authority Robinson's of Florida (Maison Blanche) Shell Oil Company Walt Disney World (Orlando) 1291 CURRICULUM VITAE JOHN R. (JACK) SIEBENTHALER Horticultural 'Consultant / Landscape Architect ADDRESS: P.O. Box 6524 / 700 Canterbury Rd. Clearwater, FL 34618 / Clearwater, FL 34624 PERSONAL: Married, with Children and grandchildren. Lt. Col., ret., U.S.M.C.R. (co.mbat action in Korea 1950 -52), EDUCATION: Cornell University (B.S., Agriculture, 1948). RELATED EDUCATIONAL ACTIVITIES: PHONE: (813) 446 -3356 Taught for Seven years at post- secondary level with instruction in several subjects, including landscape design, retail certification and landscape installation. member: industry advisory committees (former) State of Florida Dept. of Education [DOE] - Agribusiness & Natural Resources Education [ABNREI Advisory Committee Valencia Community College Lake City Community College Pinellas County Extension Pinellas Vo -Tech St. Petersburg Vo -Tech American Assn. of Nurserymen [AANI Education Committee chairman: Lake City Community College Foundation / GLO Endowment program (current) RELEVANT PROFESSIONAL EXPERIENCE: 1948 - 1960 The Siebenthaler Co., Dayton, OH (nursery management, landscape design and sales) [recalled to active duty USMCR 9/l/50-2/l/521 1960 - 1964 Florida Nursery & Landscape Co., Cocoa, FL (manager) 1964 - 1968 ' Siebenthaler's Inc., Cocoa, FL (owner) 1968 - 1975 Seminole Nurseries, Inc., Seminole, FL (vice president /general manager) 1975 - 1975 Seven Springs Nursery, New Port Richey, FL (president) 1975 - current private practice (landscape architecture, horticultural appraisals and consulting, freelance writing and photography) 1985 - 1990 American Society of Consulting Arborists [ASCA1 (executive director) Curriculum Vitae - Jack Siebenthaler page 2 RELATED INDUSTRY POSITIONS: Co -host (with wife) of two European garden tours (1982, 1983), Author (and often illustrator) of many articles in trade and Consumer gardening press, as well as of professional manuals for training and professional society consumption. Former consulting edit')' for Southern Landscape & Turf and southeastern editor for Nursery Business and lnteriorscape. Former chairman of Garden Writers Foundation. Former vice president of Menninger Horticultural Foundation, Inc. Executive director of Menninger Sunbelt Tree Conference, Inc. Program consultant to The Cloister at Sea Island, GA. Chairman, 6th International Water Lily Symposium (1990). PROFESSIONAL AFFILIATIONS: American Association of Nurserymen [AAN1 (1945 - 1991) American Horticultural Society [AHS1 (1975 - 1989) American Institute of Landscape Architects [AILA1 (1971 - 1978; director 1973 - 1978) American Society of Consulting Arborists [ASCAI (1978 - 1985; executive director 1985 - 1990) American Society of Landscape Architects [ASLA) (1978 - 1991) Association of Florida Appraisers [AFA1 (1971 - present) Florida Nurserymen & Growers Assn. [FNGA1 (1960 - 1979; president 1967 - 1968) Garden Writers Assn. of America [GWAA] (1976 - present; president 1989) International Plant Propagators Society [IPPS] (1954 - 1960; director 1956 - 1960) International Society of Arboriculture [ISA1 (1978 - present) National Forensic Center [NFC1 (1981 - present) INDUSTRY /PROFESSIONAL HONORS: Butler - Odenkirk Award Dick Pope Award Outstanding Nurseryman Award (first annual) Honorary State Farmer Award Outstanding Man in Agriculture Award continued on next page Florida nursery industry's outstanding nurseryman award. Annual award to Florida's outstanding nurseryman as selected by Mr. & Mrs. Dick Pope, Sr. Presented by University of Florida Ornamental Horticulture students. Presented by the Future Farmers of America. From the Florida Assn. of County Agricultural Agents. TREE & LANDSCAPE APPRAISAL PROJECT /CLIENT: Builders Square ADDRESS: Gulf -To -Bay Blvd. Clearwater, FL REASON FOR APPRAISAL: New Construction DATE OF APPRAISAL: October 8, 1994 TREE /PLANT IDENTIFICATION: Live Oak ( #2) TREE/PLANT SIZE: 47" diameter @ 24" NOTE: The following procedure for appraisal is in accordance with general guidelines prescribed by the Council of Tree and Landscape Appraisers (CTLA) and published'by the International Society.of Arboriculture (ISA) in Guide for Plant Appraisal (Eighth Edition). Appraised value = Basic Value x Condition % x Location % Basic Value = Replacement Cost + (Basic Price x [TAA - TA RJ x Species %) ------------------------------------------------------------ - - - - -= 1. Replacement Cost: (largest transplantable tree) . $1356.00- 2. Basic Price (of replacement tree) . . . . . . .$48.00/in.2 3. Difference in trunk areas of appraised and replacement trees: A. Appraised tree trunk area (TAA or ATAA) . . . . . 1430/in.2 B. Replacement tree trunk area (TAR). . . . . . . . 28/in.2 C. Difference in Trunk Areas. . . . . . . . . . 1402/in.2 4. Multiply Basic Price x difference in trunk areas: $48.00_/in.2 x 1402/in.2 . . . . . . . . . . . $67,296.00 (Line 2) (Line 3C) S. Adjust Line 4 by Species Rating = 95 %. . . . . $63,931.00 6. Basic Value = $1,356.00 + $63,931.00 .'?. $65,287.00 (Line 1) (Line 5) 7. Adjust Line 6 by Condition Rating = 84% . . . . . $54,841.00 8. Adjust Line 7 for Location Rating: Location = (Site + Contribution + Placement) divide x 3 ( 90% + 95% + 95% 3 = $51,002.00 9. Appraised Value . . . . . . . . . . . . . . . . . $51,002.00 TREE & LANDSCAPE APPRAISAL . PROJECT /CLIENT: Builders.Square ADDRESS: Gulf -To -Bay Blvd. Clearwater, FL REASON FOR APPRAISAL: New Construction DATE OF APPRAISAL: October 8, 1994 TREE /PLANT IDENTIFICATION: Live Oak ( #1) TREE /PLANT SIZE: 43" diameter @ 4.5' NOTE: The following procedure for appraisal is in accordance with general guidelines prescribed by the Council of Tree and Landscape Appraisers (CTLA) and published by the International Society of Arboriculture (ISA) in Guide for Plant Appraisal (Eighth Edition). Appraised Value = Basic Value x Condition % x Location % Basic Value = Replacement Cost + (Basic Price x [TAA - TARJ x Species %) ------------------------------------------------------------ - - - - -- 1. Replacement Cost: (largest transplantable tree) . $1356.00 2. Basic Price (of replacement tree). . . ... . . . .$48.00/in.2 3. Difference in trunk areas of appraised and replacement trees: A. Appraised tree trunk area (TAA or ATAA) . . . . 1273/in.2 B. Replacement tree trunk area (TAR). . . . . . . . 28/in.2 C. Difference in Trunk Areas. . . . . . . . . . 1245/in.2 4. Multiply Basic Price x difference in trunk areas: $48.00_/in.2 x 1245/in.2 . . . . . . . . . . . . . $59,760.00 (Line 2) (Line 3C) 5. Adjust Line 4 by Species Rating.. = 95 %. . . . . . $56,772.00 6. Basic Value = $1,356.00 + $56,772.00 .''. $58,128.00 (Line 1) (Line 5) 7. Adjust Line 6 by Condition Rating = 84% . . . . . $48,828.00 8. Adjust Line 7 for Location Rating: Location = (Site + Contribution + Placement) divide x 3 ( 90% + 95% + 95% 3 = $45,410.00 9. Appraised Value . . . . . . . . . . . . . . . . . $45,410.00 Lij '0 4D L,,.t Ck 2 0 LAI Lo �co V-i 0 C--! I : V)I L,,.t Ck 2 0 LAI Lo �co V-i 0 C--! _21N IzZs IL Do -- If I 44, r. CD 0 rn e Mrj 0 m 0 rn mo Do -- If I O l;r 0 Lc, C. Cr' 11 ;o 0 IN 0 Z m 44, CD CD 0 rn e Mrj 0 m 0 rn mo 71 c co^ > < F r- ;o > rTj MCD m O m LG Z CD -Kr rn O l;r 0 Lc, C. Cr' 11 ;o 0 IN 0 Z m 44, CD 0 4 JA r r GE 1 TO (TYP.) I Ll T, K O. _vl -'w 41 ;10 EE F.D.O.T. CONDITION 01 GULF- TO _AY R(100' > I. W > z T I > ZONED CG ZON..'.� CG 7 0 N':- D C G z ZONED .CG m LEO J. MURPHY / SHELL OIL CO. 0 0 BOX 2P '252' 1�7 C) of TEXAS WILLIAM J. YARN ESTATES LSEMINOLE ESTATES INC INC. FIRST NATIONAL Bi !/U R P H "10 C.C. STAPLETON JR. OF CLEARWATER BOX 5 GGIO 34TH AVE N. C/O R. NATHAN HIGH W 'YORK ;472;, S•i. PETERSBURG, FLORIDA, P.O. BOX 1669 33710 CLE�RWATE_R, FLO['_\'D tit \ \ \ p m 0 p O m w N I �, n O N '1 c , u y �F « -� f O► N 3v3' j 0� rrr� a A t < p vm d < a �j] r j N % fi j //� r /•'' �j;; i 09 q IV O a 6- PVC FDOT UNDERDRAIN® \I ► O � - f000l m O in 4 .4 0 I .► U O d '9 17 (TYP.) w (TVP.)' �+ J O �' �� .� - ° a► w w 0 FO O Z \ mn r" v. -4m \ \, • fa - Y MCA I � N N N ._ 0 :. O U a w w I N w N 1 N U N �m p N O U U N N lop u ' 6- PVC FDOT UNDERDRAIN u +--6._ PVC FDOT UNDERDRAIt4 �' i �— Ito ' N N N N N �• \` 'O '� � N` W cr - w 0 {tea 0 • r N 24' TYP. 4' TYP. — - -- 24' TYP. , N w w V W I - - - - - - - w w O w w Q1 z LA O u — -- w N C O rO y ` Ln mp I T �� !N - / i tN I co iA - 1 — ° \ - +r O � \ 1 m v+ w Gi Al CD n�� T LP < w c i+ < a u u m z p w 0 m w w O < v m w O O 0 'w i m o r cO {F FT zr r O -< b. N FM it 66' (M & R) s' ot 0 -'-� %LOJ t:;J'- -___ 61 ot 0 -'-� %LOJ t:;J'- -___ Tell 4c 1911111 z Me L\\ 19\ z m r- -vj 23 yCAMORE (TOTAL THIS SHEET) i i I F- Hi-�k N AY �Il J1 t - >l Iii ILLJ U� i Iwl r, „ Z .� J� �� li i4 I ; � � II � -s { � I it I LI - - - -- i ASPHALT E. A -k OK-T V LV 1l i II O 3 6 2 O'i it I. `� I i lo' MIN. - LANDSCAPE BUFFER 0 17" � s &1 - 1 2) 2 i 209 R t 136 WARE YAU jAik 24 P,H A L'I V L I Y�, I � - I u!� I I� ill Yilit PPZ iA 18' iz . Fn m i j `� PPZ iA 18' r./ city, allowed two of the etrees to ? saw that it wouldn't cost them any gees from Page 1 remain and the tree closest to .the arkin " h p g.spaces Perry: said-, street to be removed i . They were more than willing to` tree canopy' Those are huge specs- "But then we still fought it," do whaf °`they had to do... The' , men live oasts` Ma be said. ' "We still; kept, try difference,; in cost. for' us (to;. save fi You don t lilte to Y n3';. .' ' lose those',`uys' That hurts " mb to come up with a plan " the third' tree) 'is„ probably in n6 ,.!j � ,Stiles Development Co.'in,Fort The design Mayberry and Quil five figure range,., probably; '!,. Lauderdale.', is developing the prof - len ,concocted' "irivolves'placing the around $10,000." { once- doomed tree on an island di The revised final site plan was f ect, scheduled to be finished in the `iectly in'the. °middle of a':traffic lane approved in January next six months, and ,leasing .the, i land to Builders Square for 25 an unusual design for a busy. And what about the ,issue of the years. Mayberry said officials with, parking lot. To compensate.for the ..:building's., visibility from the' 16 parking, spaces that . would be street consider alteniatives forethe tre s lost around the tree, they created "We're' going, to" sacrce on s 16.extra spaces closer to the build- that issue;" said. David Baratta, r But no matter how hard every - ing. vice, president . of real estate at. one tried, it appeared that the tree The plan looked good to Dennis , Builders .Square:. headquarters 'in;; closest't 'the street would have to ' Perry, vice;, president;, of project;*: .. San Antonio: `e trees have beeni ' n e sacrificed to make room, for 16 development for Stiles - Develop-' . there longer than we have.... It; "much-needed 'parking spaces: The merit; may have been more cost effective final site plan';:-which was draft ed in' "W - e went back to Builders : to bulldoze, some ;'but whenever we July 1994 _and .,_approved by . the . Square , with this design, and they.; :..can save trees we want to do that. a . i ' .-'� .T- . � . .. i - f.- T- �"�Y- ... -.� .�.. � � .. . .. .t- ..T....p... - -r. w.•.r, ..r -rw. .-+..w..., -.r .-- .-- .-- «..-.. ..... ..- ,.......^- rT'. +.- -f -'. r � . : t Peters burg Meg wa. D' If � • .CLEARWATER EDITION - PETERSBURG FLA.r _ " ST , r �s �• • ,y r . r I. jt. • •M' ' i :�'� . f.�lTt4�",?'�:5. 's��`'rit'1�r1�"i..'e+t ,ll�.��s. ��:.::.�� 7 ''.•i+".�ii�' """�.ii }3. s G i'••L ',�$�Y f�• » v s it t.vtJA city UMULd RS dltu ABOUT LICE ®AKSo ;• developers a year to come up with Saving Drew St. v ' These evergreen oaks grow along "�% Area > the plan to Save -the trees at the the southeastern coast of the Unified �� !'ee '` shown I. ; States. Live oaks r a:- site of a new store.::,: grow to about 5G m feet in height and are recognized for T��e once - doomed five PINELLAS Builders " oak tree will be on an Square their dark, glossy leaves and their island direct) In the.: Gulf-to-Bay By LAURA T. COFFEY thick bark, which -has a cork -like Y y (.?'Tirneacorrespondent texture. Live oaks have a remarkable middle of a traffic lane.— resistance to damage from storms, an unusual design fora Q ° 19 �.. ' yf; ; CLEARWATER — _Three live oak trees insects and diseases, busy parking lot. m m Clearwater can lef 'out some sighs of .... "They.'re the highest - ranking tree- oxygen in relief — they've been saved s ecies in Florida," said Jack . P w Druid Rd ''Theihuge- "trees are on the site of the '; Siebenthaler, a nationally' recognized ; fi'future Builders Square'II on`the`south "side of > . arborist ,who lives iri Clearvvatec:Ny�s r Gulf-toaBay' Boulevard, west of U.S. 19. Ac- ;;' cotding to the project's preliminary site plan; now," said Alan Mayberry, &ban forester for y: the. trees were going td be chopped down to the city of Clearwater. "People are willing to ;. make'way for a large parking lot and to make spend money and be inconvenienced to save a the, business more visible from the street. tree."': "But because of the `persistent; "' Ma be and Mike uillen water re- ' rescue Y n K . Q ,< = � 'efforts "of'Clearwater city, officials; the .will- source engineer for the city, first began their Tree JrIgness!of.land developers to assume added rescue mission.in behalf of the live oaks in Engineers March 1994. En and developers y_expenses, and'the cooperation of authorities ' g� Pars I;'•r•at Builders. Square headquarters in 'Texas, ' working on the project thought it,would be the;tree-s have been spared. , impossible, to save all three trees. r "The burden of roof was on us to show • 4". , '.. All involved. say ,the the-saving of the trees' ' p 4 signals""' decidedly tree - friendly trend inland ; . , that . it could be done," Mayberry said. , "We nines art ' development. had to do it because we're losing .too much. "People are putting such value 'on trees Please see TREES Page 5. . a IN , I TREE & LANDSCAPE APPRAISAL PROJECT /CLIENT: Builders Square ADDRESS: Gulf -To -Bay Blvd. Clearwater, FL REASON FOR APPRAISAL: New Construction DATE OF APPRAISAL: October 8, 1994 TREE /PLANT IDENTIFICATION: Live Oak ( #3) TREE /PLANT SIZE: (Two Trunks) 1 @ 41" diameter @ 38" 1 @ 30" diameter @ 38" NOTE: The following procedure for appraisal is in accordance with general guidelines prescribed by the Council of Tree and Landscape Appraisers (CTLA) and published by the International Society of Arboriculture (ISA) in Guide for Plant Appraisal (Eighth Edition). Appraised Value = Basic Value x Condition % x Location % Basic Value = Replacement Cost + (Basic Price x [TAA - TAR] x Species %) ---------------------------------------- -------------------- - - - - -- 1. Replacement Cost: (largest transplantable tree) . $1356.00 2. Basic Price (of replacement tree) . . . . . . . . .$48.00/in.2 3. Difference in trunk areas of appraised and replacement trees: A. Appraised tree trunk area (TAA or ATAA). . . . . 1898/in.2 B. Replacement tree trunk area (TAR). . . . . . . . 28/in.2 C. Difference in Trunk Areas. . . . . . . . . . . . 1870/in.2 4. Multiply Basic Price x difference in trunk areas: $48.00_/in.2 x 1870/in.2 . . . . . . . . . . . . . $89,760.00 (Line 2) (Line 3C) 5. Adjust Line 4 by Species Rating = 95%. . 4r . . . $85,272.00 6. Basic Value = $1,356.00 + $85,272.00 . . . . . . $86,628.00 ( Line 1) ( Li_ne 5 ) 7. Adjust Line 6 by Condition Rating = 80% . . . . . $69,,302.00 8. Adjust Line 7 for Location Rating: Location = (Site + Contribution + Placement) divide x 3 _( 90% + 95% + 95% 3 = $64,451.00 9. upraised Value . . . . . .... . . . . . . . . . . $64,451.00 AAORE8409 laurel Fair Circle . CONSTRUCTION COMPANY suffe 103 CL-`« Ci3r [fl `'Z O Tampa, Florida 33610 RICK TEAL (813) 246 -4200 Project Superintendent Fax (813) 246.4300 Thomas C Miller Area Manager Building Services Southern Region 5481 West Waters Ave. Tampa, Florida 33634 „ (678)779 -1864 Fax (813)806 -3180 Thomas_C-Wer@homedepot.com P—d S� www.homedepot.com \xM PP.pp-- - y: . s,-r v� the. SA �4t NS- 4V T I COOK PHOTOGRAPHICS 1009 GreenNGSleaf Way TARPON SPRI, FL 34689 .(813) 934 -8966 01993 REORDER #: 41373 �� LEGEND & M) 277.00' (D & M)11� SANITARY MANHOLE S.P.K.D. SET P.K. NAIL W/DISC, -LB 5776- GUY ANCHOR S.I.R. SET 1/2- DIAMETER IRON ROD & CAP LB5776'; lu POWER POLE F.C.M. FOUND 40X 4' CONCRETE MONUMENT pq WATER VALVE R.C.P. REINFORCED CONCRETE PIPE 'Cr FIRE HYDRANT W/VALVE (D) DEED (OFFICIAL RECORD BOOK 8266, PAGE 442) LIGHT POLE, (C) CALCULATED FROM DEED T.B.M. TEMPORARY BENCHMARK (M) MEASURED M.E.S. MITRED END SECTION P.O.B. POINT' OF BEGINNING E.P. EDGE OF PAVEMENT INV. INVERT ELEVATION O.R. OFFICIAL RECORDS C.L.F. CHAIN LINK FENCE L.F. LINEAR FEET CITY OF CLEARWATER 10' WATER T.B.M. 33.1'- SET RAILROAD SPIKE IN EASEMENT (O.R. BOOK 2343, PAGE 615) POWER POLE #6A-12201 ELEVATION = 47.19' SEC. 18 TWP. 29 S. RNG. 16 1- EXISTING 50.00'- -3 2 _1] S POWER POLE AR MOORHEAD 0.8' E. dx ENGINEERING" 39.97' (C & M) O.H.L. 231, O.H.L. ON POSSARMS��a S89*14'05"E (D & SA14TARY _47.17 4-8.77 MANN • 00, • man M09s_4T1_1T!9M (IN "M) 1 inch = 50 ft BASIS OF BEARINGS: Deed Bearing of S 89'41'18' E Along the North Line of the Southeast 1/4 of Section 18-29-16 P.O.B. (ACREAGE) SLR NY GROVE MOBILE HOME PARK (PARCEL 1) P.O.B. (PARCEL 2) C4 S01 *00'52"W (D) Sol -oo'30"W (M) 1232.48' 1232.19' M 0 SEC. 18 TWP. 29 S. RNG. 16 E. P.O.B. (PARCEL 3) S.I.R. 50A V_ 41 7b15- EC- ;t2- - - 'r - -- I - RIM EL - 46 7, 4' -18 • ASPHALT MVEWAY SANITARY 14ANHV 1'N CONCRETE PAD 292.6' 0.5' CONCRETE CU t� --- I - - - 501.7' (D 8�5 INV - 41alY N INV RIM EL - 47.93 CURB 120 46. 1.0 50 xc qp� WV - 44,5:r STORM GRATE INLET (TYPICAL) - :_ - Ir 6' C.L.F. TOP EL 17�A7 43.89 CENTER OF SEC. 18 TWP. 29 S. RNG. 16 1- FOUND 7/8' IRON ROD CERTIFIED CORNER DOCUMENT fI1867 lid, ASPHALT PARMO NEW 0 .25• CONCRETE C, MEDIAN CURB 01 111 nE-DC C n I I A I= 11 800 ASPHALT PARXiNG 'Sq'_ &*.' ss n 'La h I FLORIDA POWER CORPORATIOiN RIGHT-OF-WAY (O.R. BOOK 1408, PAGE 735 - WIDTH VARIES) linswagarmlyamr.r.0 A tract of land lying within Section 18, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly described as follows: Commence at the Northwest Corner of the Southeast 1/4 of said Section; thence S.89*41'18"E., along the North line of said Southeast 1/4 for 1345.77 feet; thence leaving said line, S.01*01'28"W., for 50.00 feet to a point on the South right-of-way line of Gulf- To-Bay Boulevard, said point also being the POINT OF BEGINNING; thence S. 8• *41'1 8E., along aforesaid right-of-way line for 60.00 feet; thence leaving said lin.. , S.01'0128W., for 218.08 feet; thence S.24*02'29"W., for 156.52 feet; thence S. 01 *0128W., for 875.15 feet to a point • the North right-of-way line • Druid Road; thence along sold line N.89'1405W., for 10.00 feet to • point • the West line of a Florida Power Corporation Right-of-Way as recorded in Official Records Book 1408, Page 735; thence along sold line the following three courses: N.01*01'28"E., for 959.44 feet; thence S.89*41'18'E., for 11.20 feet; thence N.01*01'28"E., for 277.00 feet to the POINT #F BEGINNING and containing 0.62 acres, more or less. 11.20' (D & M) 277.00' (D & M)11� C 3.0' CONCRETE CURB lu 218.08' S01•01'28"W SMRM GRATE INLET N N M'W INV - )41&42f CITY OF CLEARWATER 10' WATER 33.1'- EAST 1/4 CORNER EASEMENT (O.R. BOOK 2343, PAGE 615) SEC. 18 TWP. 29 S. RNG. 16 1- dx FOUND PINELLAS COUNTY ENGINEERING DISC CERTIFIED CORNER DOCUMENT #11868 NOTES: 5 0.00, 1. This survey was prepared In accordance with existing occupation and I hereby certify from the field date below that (1) to the best property comer monumentatlon, prior records of this office, legal descriptiors provided by the client(s) for this project, and excerpts from Commonwealth o of my knowledge and belief this drawing accurately represents a Land Title Insurance Company Commitment No. 814-955525, effective dote a survey of the described property as made under my supervision, July 26, 1994, with endorsements of 9/6/94 and 9/28/94. Additional < and that (2) this survey meets the minimum technical standards deeds, easements, vocations, takings and/or restrictions affecting subject fii set forth by the Board of Professional Surveyors and Mappers in property may exist In the Public Records of this County. Chapter 61G17-6 of the Florida Administrative Code, pursuant to 2. All elevations ore based on National Geodetic Vertical Datum (NGVD) of 1924. Section 472.027, Florida Statutes. (Subject bj t to any notes and Mean Sea Level - 0.00 feet "CAMPUS notations listed or labeled hereon.) VALID ONLY IF SIGNED IN BENCHMARK USED: Pinellas County map no. 404 D% z ORIGINAL INK AND EMBOSSED WITH RAISED SURVEYOR'S SEAL elevation - 54.634 feet NGVD 1929, a brass disk In a concrete post 0 0 located 15.3' north of the north back of curt of State Rood 60 (Gulf to Bay Blvd.). 0.15 miles west of U.S. Highway 19. FORESIGHT 3. Subject property contains 574,530 Square Feet, or 13.19 Acres more or less. 4. Subject property appears to be In Zone X (area outside 500 year flood plalr) • according to Federal Insurance Administration Flood Insurance Rate Maps, Community No. 125096, Panel No. 0017 D, effective date 8/19/91. 55.99 56.63 Yo 7-IS SURVE- 1'Nc. 5. This survey drawing woe prepared for the exclusive use of the party or parties 9 CERTIFIED TO below for the express purpose stated hereon and/or contained In the contract between Foresight Surveyors, Inc. and the client for this project Copying, distributing, and/or using this drawing, In whole or In part, for any purpose other than originally Intended without written consent from Foresight I)IT41. 2850 SCU FUVE NORTH Surveyors. Inc. Is strictly prohibited, and renders the surveyor's certification, CERTIFIED TO signature and seat hereon NULL AND VOID. Any questions concerning the SUITE 550 * «g® A 33716 content or purpose of this drawing should be directed to Foresight Surveyors, Inc. S11LES CONSTRUCTION CO. 6. 7. Spot Elevations shown In parking areas Indicate finished pavement. THE CITY OF CLEARWATER. As-Bullt were SOFTDESK DCA Release 11 Software. PH. (813i fO�f-4�fplr,- 572-0458 2_1 pond contours generated using M UtnIzIng points obtained *am a limited topographic survey. - , - _�� SANITARY MANHOLE S.P.K.D. SET P.K. NAIL W/DISC, -LB 5776° (--- GUY ANCHOR S.I.R. SET 1/2" DIAMETER IRON ROD & CAP "LB5776" POWER POLE F.C.M. FOUND 4 "X 4" CONCRETE MONUMENT i>4 GRAPHIC SCALE WATER VALVE R.C.P. REINFORCED CONCRETE PIPE FiRE HYDRANT W/VALVE (D) DEED (OFFICIAL RECORD BOOK 8266, PAGE 442) 50 d 25 so 100 god # LIGHT POLE (C) CALCULATED FROM DEED T.B.M. TEMPORARY BENCHMARK (M) MEASURED M.E.S. MITRED END SECTION P.O.B. POINT OF BEGINNING ( IN FEET } E.P. EDGE OF PAVEMENT iNV. INVERT ELEVATION 1 inch = 50 ft CENTER OF SEC. 18 T1NP. 29 S. RNG. 18 E. O.R. OFFICIAL RECORDS FOUND 7/8' IRON ROD C.L.F. CHAIN LINK FENCE CERTIFIED CORNER DOCUMENT #11867 L.F. LINEAR FEET a BASIS OF BEARINGS: Deed Beating of S 89'41'18" E Along the North Line of the ^ Southeast 1/4 of Section 18 -29 -16 Q r'? T.B.M. 00 SET RAILROAD SPIKE IN a POWER 201 EtEVATiON 471 g IL HOE PARK 50.00' P.O.B. (ACREAGE) NY GROVE MOB M Q (PARCEL. 1) P.O.B. Co EXISTING -s -321° POWER POLE OLE ANI EARY= A.NHO E ' "MOORHEAD 0.8' - PARCEL 2) co RIM INV ® u.oa• ENGINEERING" cy • , r s.s• cc ia.H.L 23' ' F.C.M. •- S01 *00'52"W ( 01'00'30" N o�``°� a 5' 2.25' CONCRETE O.H.L. ON OSSARMS , p, (}, B, MEDIAN CURB +� 1232.48 Q 1232.1 ' fMLzz:a:::__ O.H.L O.H.L (PARCEL 3) 1 ' "tia MAS CLF. O.H.L i 4277 4g.7z S.i. R. 50.00' SANITARY M STORM MATE INLET RIM V_ 6 ANHOLE $n N EL �s ?eel �'te• R �� ASPHALT �tvEwAY s Y MANH%E k1'� caac rE rAa 292.6" 0.5° CONCRETE GuR6 s s s 501.7' (D ac M) INV ° '�Cp'Bd,> trav= ♦ess STORM GRATE iNtET (TYPICAL) �J asc `'yn� yyti� S4Pgo ss? Ah I As03 S «I,R , /v 6' C.L.F. , 6CP✓ TOP EL : 47.37° x� a ,a� 1 00.00 C ) f, _ Zk �' s 1NV ®4294° '->o Sis S S S 5276 �q C / 45 yL ca CRE'm POSTS FLAGPOLE r Ori p� js ti� STORM GRATE INLET a 1'V1'OOfl #� Y -cues e'i' ass ate (zYPtcat} so STORM GRATE MU_T s� TOP 451.6 ° 0.5' CONCRETE F- 23.3' • , n �s J TOP EL - 49.67' O S ¢ 1 01 (C) 24° M.E TRANSFORMER Cox , ( E INV - 45.43' o PARKING CURB : a tN 27 ' '� k4z, so II f II 52sa (TYPICAL) a 35 ?s '4yj CONCRETE POST 14.$ ej j J_? >- 2.5' DIA. (TYP.) i 3 -0 II lI sJ _� � �� CNECKVAL EASSEMI.Y ®• O Fa d J1 ® °s4 , a� G 6 ri . 4 •� U V7 4- Q4S, S III s ''sJ '� S' ASPHALT PARKING NEW k 4p a `?J, d 4P.10 6� dR `� n `rS6 4, 2.25' CONCRETE 30 MEDIAN CURB { 3 I I I ASPHALT PARKING • 9/r M i mi -if FM so 'So z O a 330.0' 1-12' W/GATE X r�a CL -10 ,�I .... ...f...., ..« u �.r,.,., O.H.L. - S.t'.K.U. "'S •54.00 ` t5 -J 6 n. O.H.L. 4r? S.P.K.Q. ° CITY OF CLEARWATER 15' WATER *01'2,9"'F d "1 EASEMENT (O.R. BOOK 2343. PAGE 615) ., CR®•d9,,t S2 »� ail �. ►I� _ N01 (n k W ° o.. s_ I • + i 1. This survey was prepared in accordance with existing occupation and I hereby certify from the field date below that (1) to the best property corner monumentation, prior records of this office, legal descriptions o of my knowledge and belief this drawing accurately represents a provided by the clients) for this project, and excerpts from Commonwealth r < survey of the described property as made under my supervision, Land Title insurance Company Commitment No. 814- 955525, effective date Of July 26, 1994, with endorsements of 9/6/94 and 9/28/94. Additional < and that (2) this survey meets the minimum technical standards deeds, easements, vacations, takings and /or restrictions affecting subject N1 set forth by the Board of Professional Surveyors and Mappers in property may exist In the Public Records of this County. Chapter 611317 -6 of the Florida Administrative Code, pursuant to TOGETHER WITH an easement for ingress and egress of the following property. 2. All elevations are based on National Geodetic Vertical Datum (NGVD) of 1929. Section 472.027, Florida Statutes. (Subject to any notes and Mean Sea Level = 0.00 feet. notations listed or labeled hereon.) VALID ONLY IF SIGNED IN BENCHMARK USED: Pinellas County map no. 404 "CAMPUS D ", z ORIGINAL INK AND EMBOSSED WITH RAISED SURVEYOR'S SEAL. A tract of land lying within Section 18, Township 29 South, Range 16 East, Pinellas County, elevation = 54.634 feet NGVD 1929, a brose disk In a concrete post °v Florida and being more particularly described as follows: Commence at the Northwest Corner of the Southeast 1 4 of said Section; thence S.89 "41'18 "E., along the North line of said Southeast 1 4 for 1345.77 feet; thence leaving said line, S.01'01'28 "W., for 50.00 feet to a point on the South right -of -way line of Gulf - To -Bay Boulevard, said point also being the POINT OF BEGINNING; thence 5.89'41'18 "E., along aforesaid right -of -way line for 60.00 feet; thence leaving said line, S.01 °01 °28 "W., for 218.08 feet; thence S.24 °02'29 "W., for 156.52 feet; thence S.01 °01 °28 "W., for 875.15 feet to a point an the North right -of -way line of Druid Road; thence along said line N.89'14'05 "W., for 10.00 feet to a point on the West line of a Florida Power Corporation Right -of -Way as recorded in Official Records Book 1408, Page 735; thence along said line the following three courses: N.01 °01'28 "E., for 959.44 feet; thence S.89'41'18 "E., for 11.20 feet; thence N.01 °01'28 "E., for 277.00 feet to the POINT OF BEGINNING and containing 0.62 acres, more or less. located 15.3' north of the north back of curb of State Road 60 (Gulf to Bay Blvd.), 0.15 miles west of U.S. Highway 19. 3. Subject property contains 574,530 Square Feet, or 13.19 Acres more or less. 4. Subject property appears to be in Zone X (area outside 500 year flood plain) according to Federal Insurance Administration Flood Insurance Rate Maps, Community No. 125096, Panel No. 0017 D. effective dote 8/19/91. 5. This survey drawing was prepared for the exclusive use of the party or parties CERTIFIED TO below for the express purpose stated hereon and /or contained in the contract between Foresight Surveyors, Inc. and the client for this project. Copying, distributing, and /or using this drawing, in whole or in part, for any purpose other than originally intended without written consent from Foresight Surveyors. Inc. is strictly prohibited, and renders the surveyors certification, signature and seal hereon NULL AND VOID. Any questions concerning the content or purpose of this drawing should be directed to Foresight Surveyors, Inc.- 6. Spot Elevations shown In parking areas indicate finished pavement. 7. As -Buflt pond contours were generated using SOFTDESK DCA Release 11 Software. Utilizing points obtained from a limited topographic survey. CERTIFIED TO: STILES CONSTRUCTION CO. & THE CITY OF CLEARWATER. 55.9911 56.63 B�,c3 xE 2 �HW Sunny Grove Mobile Home Park (Average) MIAN N- ALIF Lr—� air - K) IY W) 0 • > ZD- w LJ _j 5 Q0 04 M e Ld (D X cr Ln z IL Uj U 0 < cf- = :3 0 < z -J (L UJ 0 LLJ F— cr- LIJ U� 0 Aluminium Frame and Plexiglas 0 cci z 0 Building 0 a. LJ c: (f) 6,170 Sq.Ft. M.O.L. C6 W 4 4-A E 0 U 0 co CO a) < E 70 c: in cY c: 0; Q) Plexiglas Partition CL J REPLAC;E (1) EX LIVE OAK 1011.3, 0 r- Plexiglas Canopy AKE UM5 FRE$T EX OAK TO M cj 0 3,063 Sq.Ft. M.0 -L. ci 58.5' 101.3' x HEAVENLY 5AI`15OO Conc. Slab Gate T Curb (typ) Ate�NLY 541500 Ex SOD TO M-21AIN MIAN N- ALIF Lr—� air - I z vas Pga E 0 0— J-_ 0 t: c 2 �6 c u < o o cmcaET -_ E o 2 7) a w 3, u D P N c LA:, 0 K) IY W) 0 • > ZD- w LJ _j 5 Q0 04 M e Ld (D X cr Ln z IL Uj U 0 < cf- = :3 0 < z -J (L UJ 0 LLJ F— cr- LIJ U) (3) CL z 0 Iii CL < z < —i 0 cci z 0 a. LJ c: (f) C6 W 4-A E 0 U 0 co CO a) < E 70 c: in cY c: 0; Q) ww I z vas Pga E 0 0— J-_ 0 t: c 2 �6 c u < o o cmcaET -_ E o 2 7) a w 3, u D P N c LA:, 0 Ll LJ Q0 Ld (D z IL Uj 0 —i Lj- < cf- = :3 0 < z -J (L UJ 0 LLJ F— cr- LIJ U) (3) CL z 0 Iii CL < z < —i —J U cci z 0 U LJ (f) Ll ca c"u IT Lr') 6 Cu u- c" 3c -9 Cu cn C) 0- Ll-i M Lij C) -T- 0: LLJ 01: :r LLJ I ca CD cc At F� L!.a w M, • I 0 A-- & IMN•=d A.—= 2=V At tCMI HM A A6 L t=0-=9L9L A CWY' FORI)IM • MAINTAINING • ALL PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER, AND THE FULFILLING OF ALL 1-- GUARANTEE PROVISIONS AS HEREIN SPECIFIED. v HW 2. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE RELATED PAVING, SITE GRADING. WATER SUPPLY, ELECTRICAL U) SUPPLY. AND OTHER UTILITIES TO PRECLUDE ANY MISUNDERSTANDING AND TO FACILITATE A TROUBLE FREE INSTALLATION. AMAG 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY D ES TO EXISTING FACILITIES THAT MAY OCCUR AS A RESULT OF THE WORK DONE BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. THE WORK PERFORMED UNDER THIS CONTRACT L,j WILL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS. 4. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. 5. IN THE EVENT OF THE VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANS. UJ THE PLANS SHALL CONTROL. • ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER OR HIS tit LANDSCAPE ARCHITECT RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN z BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL METHODS OF SUCH WORK. 7. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA NO.1 OR BETTER AS OUTLINED UNDER GRADES ANEJ STANDARDS EQ NURSERY P , PARTS I AND 11, STATE PLANT BOARD OF FLORIDA, AND SHALL CONFORM TO ASN STANDARDS FOR NURSERY 0 STOCK (ANSI 260.1-1980). 8. PLANTING SOIL FOR ALL PLANT MATERIALS SHALL CONSIST OF TWO (2) PARTS OF TOPSOIL WITH ONE (1) PART PEAT MOSS CL AND TWO POUNDS FERTILIZER PER CUBIC YARD, WELL MIXED. :J� 9. FERTILIZER SHALL BE QUICK RELEASE, WATER SOLUBLE FERTILIZER AND SHALL CONFORM TO THE APPLICABLE STATE OF LLI FLORIDA FERTILIZER LAWS. ::) 10. ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS. CHANGES NECESSITATED BY BUILDING CHANGES, ETC., IF THEY DO NOT ACCURATELY REPRESENT THE PLAN SHALL MOST NEARLY CONFORM TO THE DESIGN INTENT A�5 b IS REASONABLE WITHOUT ADDITIONAL EXPENSE TO THE OWNER. Lij 11. ALL NEW FURNISHED PALMS AND TREES SHALL BE PLUMB VERTICALLY AT THE TIME THEY ARE INSTALLED TO WITHIN A cn TOLERANCE OF 3 DEGREES FROM VERTICAL. TREES FOUND NOT TO BE VERTICALLY ALIGNED WILL NOT BE ACCEPTED. 12. IT SHALL BE THE CONTRACTOR'S FINANCIAL RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING AT NO ADDITIONAL cs COST TO THE OWNER. CL 13. ALL PLANT MATERIALS SHALL BE WATERED 13Y THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING THE PLANTING 0 TIME PERIOD UP To FINAL ACCEPTANCE BY OWNER. 14. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT OR DISCREPANCY IN PLANS PRIOR TO -0-4 E . c05 PERFORMING ANY WORK IN THE AFFECTED AREA. cn 15. CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH 00 cn FROM HIS CONSTRUCTION. Z 16. ALL SHRUBS AND SOD SHALL BE GUARANTEED FOR NINETY (90) DAYS MUR FINAL ACCEPTANCE BY OWNER. ALL TREES co CID SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE BY OWNER. 17. OWNER AND HIS LANDSCAPE ARCHITECT SHALL MAKE WEEKLY INSTALLATION OBSERVAlION/DIRECTION \ASITS. THE E • CONTRACTOR SHALL UTILIZE THESE VISITS TO ASK QUESTIONS REGARDING THE INSTALLATION OF PLANT MATERIALS. 0 18. FINAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTALLED CORRECTLY. CONTRACTOR WILL ca REQUEST A FINAL INSPECT10N BY WRITTEN LETTER TO OWNER AND LANDSCAPE ARCHITECT. 19. CONTRACTOR WILL BE NOTIFIED BY LETTER OF FINAL ACCEPTANCE WITHIN TEN DAYS AFTER FINAL INSPECTION OR TEN DAYS AFTER REINSPECTION SHOULD THE LATER BE NECESSARY. • 20. UPON FINAL NOTICE OF FINAL ACCEPTANCE. THE OWNER WILL ASSUME MAJNTENANCE AND THE GUARANTEE/WARRANTY PERIOD BEGINS. MIN. 'MIN. TYPICAL TREE PLANTING N.T.S. I A cc d 4t w L. C 0 E Z 0 Tj a, 0 :) 0 :!E c u 0 < Z < 0 34 c X CE en ar ;3 Qy 9 2 C' E E 0 v c: c: m ^ M — = 12 0 E 2 1D o it) le) 1-- U) 0 tw L,j iB 0- m at UJ x Fr E U 0 so tit 0 z • N CL 0 0 • CL :J� z < LLI LL ::) -j b CL Lij cn Ld a_ LJJ < cs 1— CL 0 (1) 0 < c' -0-4 E . c05 cn z < 00 cn cn -To Z co CID zo: I E • 01:3 c: co 0 ca • ra U • Q- • cd Z r- Q) 0 Q) 0 Ld Lu Ll-j • I A cc d 4t w L. C 0 E Z 0 Tj a, 0 :) 0 :!E c u 0 < Z < 0 34 c X CE en ar ;3 Qy 9 2 C' E E 0 v c: c: m ^ M — = 12 0 E 2 1D o 1-- U) tw < UJ tit 0 z 0 0 1-- U) < UJ (D 0 z 0 0 CL :J� z < LLI LL ::) -j b CL Lij cn Ld a_ LJJ < 0 1— CL 0 (1) < c' cn z < UJ CC Z < F— 0 LLJ C) cd Z 0 Ld I _ I 11 HUNTER PGP SERIES POP-UP ROTOR .......... (" - Nl� -r-t-%me% r-mltAnl nf-%D 1113 CE3DAV FloOT( Valve Box 110tked 'irriqot ion ronfrol Volve". I ur 1: 1", Stir ubs: 2". horsh grode. epoxy Wire Come( for 114 ff Control wir(", 7 8 7 f xpcim000 Hwdle / Hydro ftiri i NO Ser ies Remote Control vnlve. Pvc Mole nclopter, PVC loter-01 - flogle to Specified Depth with iS, Elbows. i /--�ZONE NUMBER 0 VALVE SIZE—G,W (Inches) ZONED P/SP PROPOSED INGRESS 1 EGRESS LANDSCAPE EASEMENT ff] D Ivet --ki? ---JOB NO. -A ppg�� & v fet rallp 3 L 1999-253-000 I R R I G" A T M" NO PPL A N v uffi 0 FIELD BOOK NO, 46 SHT 1-3 IRRIG"ATION DETAILS DATE, SCALE. APP'D 3 NO. DATE B:: OF (311) SLEEVE (44 (2") F Alk Im WIRE SLEEVE L rrrrrr♦ #088 Bross Nipples Backflow Topped longe too 7 14, wmim 3/4 vil 31 (T yp.) Preventer Ball valv� -4� - 47 90* Bras$f Ell BYPASS DETAIL Backflow Strainer Preventer (—Meter n Resilient Seat OS 8 Y .;valve 5' MIN. LANDSCAPE BUFFER 1.5 65 /--�ZONE NUMBER 0 VALVE SIZE—G,W (Inches) ZONED P/SP PROPOSED INGRESS 1 EGRESS LANDSCAPE EASEMENT ff] D Ivet --ki? ---JOB NO. -A ppg�� & v fet rallp 3 L 1999-253-000 I R R I G" A T M" NO PPL A N v uffi 0 FIELD BOOK NO, 46 SHT 1-3 IRRIG"ATION DETAILS DATE, SCALE. APP'D 3 NO. DATE B:: OF 7 T,B.M. SET Rfli ROAD SPI :E lN PiOWER POI -E ##GA-12201 ELEV.\TION ::: 47119, . ........... SAN''] ARY M/\.NHOL.,,E X 0.4 yg F, C. Nl X 10100REHEAD X i ENGINIF',,ERING .8a H r r '---�J I � {c`: 0 --O,Hj,-:7- X X '5 4 1132.48' (R) t I IF "EVA, 2 3 1`13 0 4PPROXIMA I"E' LIMIT (R 4 OF DIRT PARKI'NG AREA STORA6E CAN11101 Y 17" 1 Nls� �00 x 61, i • A.-SPi 1ALT DPIVEWAY x sJ' ;:5. 12 S0100 --w A 2� 2 4K 1 AT l 100.00, to all J'�n n A 17" Lo F) cr Lu Z\ 13- > -1 A 16" 12" 0'a: sl X X LIJO 0 m I 12" 2 55 A 151, X 15.3.4 7" kg 45.84 o 71 x Z�l X A 22- 22" X 12 17" z-\ APPROXIMA"! E LIMITS 1%nl OF PARKING. ARE 7 2" f,SPHAL,T I%/ E W Ai! A 45,09- xw A 2/1 X5,•1 511 12- 0 " g i 15 4 5, 6 A 3 I"'' ---j X S, X REMOVE) V611 ON STOrn' ALUMINIU!'vAi OFFIC"tlK�l z-\ ifs" ON ,-,ON(.;RETE PAD LLJ 00 12" 0 16"120" n 1-\ ::D AL 24" 00 1 �.l A F) 4\ R c E ► I U-) 7 A. I cc 0 cv C le., A 0 C-\j 17 0 0 0 0 L0 (D 0 OD z Go < 44 6A xf X 0 z\ 44" r�b -A Li U- /."x I o c 12"IN /N A 1' 3 �A 2' vil 22" Tl 15 A, m 0 01 �O -4 2- M A 12 15. L-\ m 14" 7" X 117 q� A 17" :r" X 2 -61 A 12 jq�,A x A 15" A i" 24" 2 4 "C2, 20, 44,71 Z,\ X X 44.20il I-0, It X x z:l 15 • 16" 1 L4 A In A 24" 24,1 I!" A 2111 D A 15" -111. 3 6.4 4' 17" T" • -_..R. -AL A (R) 45�2 4367 ... .......... . ...... ........... .......... .............. ... ............ Z 0 ............. .... 77-- ......... ..... DJ I i N 8 9 014'0 D 4 5 X /jr, 9 ca I 0 KL - — ---- - ----- ........ 10.00 z 01 1 '05" !,jD -0 1 1 1 N89014 10' PROPOSED DRAINAGE EASEMENT 8 7 515",(C) W PROPOSED INGRESS / EGRESS LANDSCAPE EASEMENT PIPPROXIIAIATE 11-OCSf.ATION ("'I- WATER MAIN EA':JMENT S11-1,F NOTE #1 8 2 6 DESIGNED THE SIGNATURE OF THE QUALITY J J G CONTROL OFFICER IN THIS SPACE INDICATES THAT ALL REQUIRED DRAWN PERMITS HAVE BEEN OBTAINED JLW/ACAD AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. JJG O.C. c), B. R IL'-' I_ A . ........ 1��,"X X X L x S 0 1 0 0 0'5 2 W (R) ""?o S01000'30"W vw 12 3 2.19' (M) 1 1232.4$ ' (R) '(9 x 5? AL �? IP 1,11'lfil} P. 0 � E,,,,, P C. A C 2' (REMOVE) "INIE STORY Al U.11M., 1 N U MI S, (REMOVE) SIOR"GL X X 0 N F S "i" 0 R Al U STOPAGE Sl-IrECt-1 ............ -44- - - 1 .. ......... ---- - - - ------------------- --I ` - 4 11 I,, Yl�,-�,;711 ..;!9.°.'.X18 R 4 L; cll? 0 L A A21 I - 112 A • 20 •• SCALE: I" = •0' filkwu 0 < < 0 0 Of GULF TO GG STREET BAY BLVD WO U-1 z W OLD TAMPA BA y BELLEAIR ROAD S, I - f 0 '52 I �0�? (R� I I 5b�27 X i. P. 0 LB it .9 PARICEL 3 X ClIp '�'l ox 5 .. ......... 7 SJ R 10 ,, 280,(7,2 ' Oil 141 m r i„ AM -1!4' Ak 24" A 8 221 2,1 29" 4 Fk- (REMOVE )l 9"10- 70 3 3 0 M E 1 A I Is GN ?; (REMOVE} 10 EMOVE) IN GE CIA 1 0) 5101 NOPY NE S �ORY AL 0 L I " STC )R' (REMOVE) , A G F SH E D ' C 0�5' ONCRETE CURB X (REMOVE) 01 �v N A of E D A N D A D J, 0, i N is NG- F 2 A `2 CA N P I`C e:r � ,VER 41'? S () N c R EE T E S 1- A B RXJ1, !,'iTCJRNI Sttirl f2 14" A K I!, A N T TER 5,6 - 0 4 ir 5- 13,11 'y --01 z X 7" X X C, Z'li nG.01 t- .'P X �56,56X X �v 6 F E X, IRE HYDRANT (ni h. 0' X 7" A 44" X �v (REMOVE) 57.901 x (TYP.) ,I!-. pl� I "IP X OLE (REMOVE) 11, n, 70RY At-UIMINUM S (REMOVE) 7"' `;TRLjc**r'URE �q Ij L f.�i 4DjA(,r-NJ ASPHAI-T PARK'ING il ��n ,0 CO�Nl'-`RETE PAi) PARCF .7.0 EII It 0 k, y rrl I I I \ X `t 7" <' ", N & " 2 m I it 54 20 q GAS X x X `t \<' ,, %. X N , , s� 415 -0 '1 0 X 'fit h, 7.16 w �y -1 ..'s, I !X-, )X > -1 X L -551-1 P P�" (REMOVE) IE� �REW,�VE�)-, . 57 C30 R 1E IL t. 1 j, 46 "RE TE Ali X I STORY CONC PLANTi.-:1R 1�31 3 UK, I C I< ST p 95 #2, 4,- 5 it 6 X AY > X j7r /,* —11 — — — — ". . ..... RL`�OVE)/ 19 0, 5' 'CUR13 Lli > Ow FD i Lli rj 57,46 it (REMOVE) I X............. ................... ............ v, CONCRETE PAD -5 IT: 014 X (REMOVE) .... .......... 4 II x X 6b X CON(,RFTE SIDF�WAI K 55,86 57,4 3� Xt t it In x C) 4 It X X, (REMOVE) r MINI G 0 L- F 0 ILI R'S I S u'l , I I- OVERHEAD LINES AND (NO "i MAPPEED) x X A LIGHT POLES TO BE > L.L X 0 X REMOVED. X J .c9 --4t I ill -i m I —i I` I SANI"FARY MANHOt-E RIM EL. 55.G2 t D (REMOVE} 8" GI AY INV, EL- 5025 w C,�LAY !NV, EL 50.16- E CONCRETr U , ('AD X X N X �S- 1! "Ly o X A F:'P R 0 A`! M 0 C A 110 N 0 F X 'WATER �MAIN EASEMEN 1 > 3.02 1 (DEED} X SEE N(.')*['E #4 9 22+ 0 1�� b X X 7 C. X 20"* 6 (REMOVE) + 4, X CIONCRETE Fl-L " RE 19-4, MO E} e} t .0 .. ..... .. ....... .......... . . ........ . ........ ................. . . . .. ...... .. . .. .... . k, PAD X 20" 1 1, - -, / 0 859.15' 519, 9 8' (M 1 5 X 111�83 / I FA REMOVE P. LO, ................ ... ... . .... ... 'L8- 52,3 5, ® 1 to 2 — — -WJ,'� — — — — -.- --- -- — • — — — w ... ... ...... c W IM.- - Z=� -- --- , ---- 0 — — — — — — — — — — . ... ... 4Q, 1 4 4 9.6 50.6 x . ....... (M) O.H�L, ... .. ... ... O.H,l . . ...... 0 L O.H.L 0 H ................. --------- V-11 IK Tiff t. 959.15' ........ ......... ... ... OJ WAl ER, MET f. N01 01 0 12-8 E 2-77. 0 U (R Sr .... ..................... ... ..... U. I- 2-87t— �R -10 0 H. I., Nb S89041'1$ -F C OACHMAN ROAD 959.44 ' (R) 0 60.001( PROPOSED' INGRESS / EGRESS lk X 20' (M a R LANDSCAPE EASEMENT A2 TOL ES LINES X X S8904118"E 11. BE ELOCATED X X X J] BY F.P. x x A + + ZONED C-2 FLORIDA POWER- CORPORATION RIGHT OF WAY POLES a LINES TO BE RELOCATE S01001'28"W7 21 (7 6- Ci_AY S TO R rVI SEINER BY F.P.C. dfie 'r P, STOPM SEWER (WIDTH V4RIES) I ZONED P/SP NOTE: EASEMENT LINE CITY OF CLEARWATER X WILL BE LOCATED P.O. BOX 4748 CLEARWATER, FLORIDA 34618 A MINIMUM OF 50' FROM THE FPC TOWER. luv r*11ulwmkvlu" k � r,rl t �� °• r� '�' � D E Mu" L I T I ON N PLAN $ -27-95 REVISIONS PER PEA `1 BUILDERS SQUARE COMMENTS N0. DATE REVISIONS , i PROPOSED '�"'PROP011l GRADES AT PROPERTY LINE FOR CONC. JOINTS /--BUF F E R W A LIC ,7170 MATCH EXISTING GRADE_S_"- . ... .... . SHT. C-8A 48.0 ...................... . ..... ......... . ............. ... 0,H.L. . ..... x 46.4 DETAIL SHT. O�KL_ a �Mml ryp.) LOCATION OF ADJACENT BUILDMIGS OFF-SITE SOI*00'52"W (R) 1232.48' (R) (M) 1232.19' (M) 0 0 jI • a dh - . 7�. i �y { ¢ q _ _ CO _j I Lr) I— I C - 0 ...... 36 0 AJ 2d 3d 10 DEX .......... 5q INV. 38.67 [5 4© 51.70 LO -4 t7 0 3d T,t.'. z ..... ........... r3 A .................... ......... % •................................. ............ 9 ........ .... 1. 1 � .... — — I I * EE . I - ....... ......... ...... .............. _. — ....... 2.90 ° /® ..... . .. .......... LA ................ ... PP •47.45 G 47.85 49.65 51,45 41 .......... ........ r ......... ....... .... ... 4 .30 1 ...... .................... ................. ........... .... . ........... ...... ..... V, ............. 10'A D.S. . .' � *. *.,.,.,. . � ... . *.,.,.,. 10' DO ....... ... A UBLV .... 4NGGKTE 4e1, ........... ........ AREA TO �C49.901 ............. I .......... ....... . .. * ' I ....... .......... REMAIN IN 4 .98 A19" W'A 3,11 Ei ................ NATURAL 48.29 28' 44.5' ...... ... ...... ...... CONDITION 2.4o% 1011 ....... ..... ............... 83 7.6 48.89 9.56 .......... .. '.%'.% *�8 ' I . 1�1 .............. — ...... ........ . I ......... ...... ....... 50.00 NOTE, 4d .. ... ........................... ALL PAVEMENT GRADES SHOWN REFER TO TOP 0 [ . d 3d 2.76% 0 ...... ........... 47.35 OF ASPHALT OR CONCRETE PAVEMENT SURFACE. < z iY ;d- ........ ....................... . ...... CURBS SHALL BE CONSTRUCTED ACCORDING TO ...... ........ .. U-1 s- . .... - — I ............. -7. a) .... I ......•... ....... THE DETAILS SHOWN ON SHT. C ............ ..... ...... ....... ... ..... .... .. ...... F4j ......... 0 D.S. ITTORAL-: .... ...... z zt -';� ....... ..... ...... ........ ................ . ...... .. ....... ... .... ... ....... ......... 12 ........ 'REA: . Q.. 3ti .......... ...... ...... ........ ........ ......... ® . ........ 7 14" A .'SHEET. - G_7'-'F0R%'.' - V ................ — ....... .......... ........ .. .. . ...... .............. .............. ...... . . . . . . . . . ........ ...... ...... ............. . .... .. ....... .............. 7" /1 / A 6 CHAIN 1_1 FENCE X4,'j5 J_� .4 ro ' I 'Z:) ) r LINUL - 45.6 T y P .l TIMBER RETWALL MATCH LINE SHEET NO, C-4 I - N CAD/JLW AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. JJG O.C. . .......... . .. . INIS, JOB NO. 1999-253- A6111LAOERS 460ZIA17�c XIANG ENGIMEERIMG ASSOCIArES, INC. 0 IELD BOOK NO. FOR PAVING, GRADING REVISIONS PER PEA I BUILDERS $0 UARE COMMENTS Enaineers - Planners - Survievors - Scientists - Landscane Architects S7[lLES DEVELOPMENT COMPANY 24945 5440 Beaumont Center Blvd. 8406 Massachusetts Ave. Clearwater, • FL. 34623 Suit. 46.0 1:1 Suite A-2 (813) 791-1441 Tpl FL. 33634 New Port Richey, FL. 34653 886-0111 (813) 846-0904 12-14-94 ADDED 6• PVC FDOT UNDERDRAIN, ADDED BLEEDER DRAIN STRUCTURE # 14. 6400 NORTH ANDREWS AVENUE A-ISf DF-D K-AfN '11" REV. POND GRADING, ADDED 6' CLF, a GATES AROUND POND FORT LAUDERDALE, FLORIDA 33309 10-25-94 ADDED_ 6",,VERT. CURB AROUND POND 8 ALONG W. PROP. LINE (305) 771-4900 NO. DATE REVISIONS DATE, 9-7-94 SCALE, APP•D I" = 20' 8 BY OF N CD C-) BY I - I -, MATCH LINE SHEET NO. C -2 0 10 20 40 i E A I � f 8 r I 1 I 6 i LA r I o s! I Ifl 1 III � " INDICATES F.D.O.T. TYPE "J" BOTTOM, INDEX NO. 200, ALTERNATIVE B. D I NOTE TO CONTRACTOR: ALL INLETS ARE F.D.O.T. TYPE STRUCTURES, I, INDEX NO. 233. ALL STORM SEWER GRATES TO BE RETiCULINE STEEL GRATES, F.D.O.T. INDEX NO. 233 (H -20 LOADING). 0 I I; NOTE TO CONTRACTOR: EROSION CONTROL MEASURES iI I 6" R ADWAY 1 REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT ; C RB SANITARY i ?NI iC(...t . ; I 45.10 I (TYP )I F,E;�a <� �E, THROUGH CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN s 'tip ., ,•r �,'„ I'1, I ; E`J(?c iN} THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH I Ir .;�, `'s" 'v' :P INV. 1.! EV, =. ".`^ ((,'��'t MAY INCLUDE CITATIONS AS PROVIDED BY ORDINANCE # 90 -17, AND I v. CHAPTERS 40D -4 AND 40D -40, F.A.C. INITIATION OF CIVIL PENALTY I I • PROCEDURES PURSUANT OF SECTION 373.129, F.A.C., CAN RESULT IN I r; j�� t ` A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE T FENCE i T FENCE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE II I TYP.) I (TYP.) OFFENSE. MATCH LINE SHEET NO. C -2 I REMOVE AND REPL7SI,DEWALK !j ®" F.D.O.T. INDEX NO. 21 { � I x x11 ff I r. i f J, Ex. 51" W kl STORM CATCH SIN E t1 t f t .1..1,11.:.;: L, t t.i.t�r. IN V, `� I.l�. %'F �4.,�r I vt CD o- I f f I I .a i EXIST. ROAD - r-- - - -___- _T_______p -- _ _ -- - EXIST. ROAD -- - - - - -- r-- ,------- r-- r-- - - - - -_ ®i D` i �� I D I I D i D I i s i�__________ -,_ ;_______ i ; D �'7 i Di � D I �� . � r � D I I � i i �1 J� F-1 i ,1- I I 1 f I BLDG ; o BLDG I I I D I ! D BLDG I I i I m I BLDG I I I BLDG I BLDG i i® BLDG BLDG e f i I I I RI f)G ! I E I J I I I I I e Mam' a ` • •, COMPANIES 1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD). 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY •' E BEGINNING CONSTRUCTIO 3. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 791-1441 IF FIELD LOCATIONS SUBSTANTIALLY DEVIATE -• M INFORMATION SH• PLANS. ANY • SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. 4. PEDESTRIAN • BE PROVIDED ADEQUATE r WIDTHS, r INTERNALLY r AT ALL ROADWAY CONNECTIONS, TO MEET .D. REQUIREMENTS. TOPOGRAPHIC 5. r BOUNDARY •- • PROVIDED BY ORESIGHT SURVEYORS, INC. TREE SURVEY !- • PROVIDED BY ASSOCIATES, 6. •r • MANAGEMENT WILL BE PROVIDED IN ACCORDANCE PINELLAS COUNTY, SWFWMD r EPA REQUIREMENTS. PAVING AND GRADING 1. ALL UNDERGROUND UTILITIES INCLUDING • r •. TELEPHONE AND IRRIGATION CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS AND • AS • -, CT SPECIFICATIO 3. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES FOR INLETS AND MANHOLES. 4. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE ROADWAY IS TO BE COMPLETED PER DEPARTMENT OF -•- a ! SPECIFICATIONS, SECTION 125.8.3, 1991 EDITION. THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY DETERMINED BY AASHTO T-99. SOILS 5. ALL SUITABLE MATERIAL EXCAVATED FROM THE STORMWATER POND AND APPROVED BY THE - IS TO BE UTILIZED FOR FILL ON PROJECT OR STOCKPILED AT THE DIRECTION OF OWNER. 6. LAKE CONTOUR LINE INDICATES TOP OF BANK, I.E., THE POINT AT WHICH THE 3d SLOPE 7. STORM SEWER PIPE LENGTHS SHOWN INCLUDE MITERED END SECTION (M.E.S.). 8. ROOF DRAINS SHALL CONNECT TO ROOF LEADERS FROM MECHANICAL OR ARCHITECTURAL • FROM OF r OR COLUMN. 9. TESTING OF STABILIZATION, BASE AND PAVEMENT AS WELL AS COMPACTION OF BACKFILL SHALL BE REQUIRED ACCORDING THE MINIMUM FREQUENCY TESTING REQUIREMENTS OF CITY OF CLEARWATER AND THE CONTRACT SPECIFICATIONS. SPECIFICATIONS 10 ALL SITE WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE PROJECT r THE SPECIFICATIONS • APPROPRIATE REGULATORY STORM DRAINAGE NOTES 1. All PIPES ,; r RCP FOR REINFORCED CONCRETE .. SHALL NOT BE i WITH ANY OTHER MATERIAL. 2. FDOT INDEX NUMBERS SPECIFICALLY REFERENCED ARE AS FOLLOWS, INDEX DESCRIPTION 1111 STRUCTURE BOTTOM 201 SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS DITCH BOTTOM CROSS DRAIN MITERED END SECTION GENERAL REFERENCE IS MADE TO THE FDOT iar r TRAFFIC DESIGN StANDARD, JANUARY 1992 EDITION FOR DETAILS NOT SPECIFICALLY LISTED ABOVE. 3. MATERIALS i- INLETS, MANHOLES AND JUNCTION BOXES SHALL REQUIREMENTS OF SECTION 425-2 AND 425-3 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 4. MATERIAL FOR STORM SEWERS SHALL ! OF • • i OF FLORIDA DEPARTMENT OF ra ••' a ! STANDARD SPECIFICATIONS FOR 'iar AND BRIDGE C• • EDITION. 5. MATERIAL it CONCRETE - SHALL MEET THE REQUIREMENTS OF SECTION ♦• OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. IaIj fravelelif mil r ! I. SILT FENCE CONSTRUCTION SHALL BE DONE PRIOR TO ANY EARTHWORK COMMENCING. 2. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT - MATERIAL TO INLETS, SURFACE DRAINS, WETLANDS AND LAKE AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED. 3. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND KEEP THEM IN GOOD CONDITION. ANY IMPACTS DUE TO EROSION OR FAILURE OF ANY EROSION CONTROL DEVICES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. CORRECTIVE MEASURE WILL BE THE CONTRACTOR'S RESPONSIBILITY. 5. STORMWATER MANAGEMENT POND SHALL BE EXCAVATED WITH BERMS CONSTRUCTED AND SODDED AT THE ONSET OF CONSTRUCTION. ANY DISCHARGE OF STORMWATER RUNOFF FROM THIS SITE SHALL BE THROUGH A CONTROL DEVICE TO CONTROL TURBIDITY AND SEDIMENT TRANSPORT. THIS INCLUDES THE DISCHARGE FROM ANY DEWATERiNG OPERATIONS. CONSTRUCTION ACCESS /TRAFFIC CONTROL NOTES I. CONSTRUCTION ACCESS SHALL BE MADE VIA S.R. 60. 2. ALL S.R. 60 IMPROVEMENTS TO BE DONE PER LINKS 8 ASSOCIATES PLANS. 3. THE USE OF TEMPORARY CONSTRUCTION ACCESS ROADS THROUGH SCHOOL PROPERTY AND STABILIZED ENTRANCES ARE RECOMMENDED TO MINIMIZE IMPACTS TO LOCAL ROADS AND RESIDENTIAL AREAS. 4. ALL SIGNING TO BE iN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PART IV - WORK ZONE TRAFFIC CONTROL. 5. ALL TRAFFIC CONTROL MARKINGS AS INDICATED ON THE DRAWINGS ARE TO BE PAINTED YELLOW. 6. ALL PAVEMENT STRIPING IS TO COMPLY WITH BOTH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTION 710, PAINTING TRAFFIC STRIPES, OF THE 1992 EDITION OF F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 7• BAR PAVEMENT M NIIMUM 12" WIDE) AND TO BE A THE DIAGONAtL LOADING WIDE ZONE LtINES (8' EXCEPTION 45 ANGLES). HABITAT MANAGEMENT NOTES I. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS AND SURFACE DRAINS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED 2. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. 3. NO TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT HAS BEEN ISSUED BY THE CITY OF CLEARWATER. THE CONTRACTOR IS TO EXERCISE EXTREME CAUTION IN THE VICINITY OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY VIOLATION OF CLEARWATER CITY CODE, CHAPTER 98. 5. REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN TREE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND /OR PERMIT REVOCATION AS PROVIDED BY ORDINANCE #90 -16, FOR WHICH THE CONTRACTOR SHALL BE RESPONSIBLE. a ENHANCEMENT TREE PROTECTION AND BUILDERS w .' CLEARWATER r r - � • r � • • , r, is , -• -i , • • • i ! :� :• i -r a ► ! , • 1111•. i � r r a r• r. �, r r�i .- it • +, i • - � • - - - - a . • • - -•i • 1 � - i : a r a'r r qtr• - A. - • •' r a • r iir - !- 1111 � ;,. ,� r -i • ri * r - a r ♦ •* ,, a !• a- a a+ r : -' r . • -r+ as ,;r -,1111 • • ;i �• ! i- ! - � a : •ii • r. i � r r i • � a r � -:•r i lilt I I II; S I ORIVII, CATCH Br'-'aS1;4 RIM EL, 5460 M. Iii 3 "' { .e'. i VY EL . 116.02 4N �, n5, . r i I r' r• 51.65 c6' t� C r�� Et L. 48,02 L STORAGE' C.hit"i0r} { ONE STORY ' Li. MINUM ! ry I 1 r-, x 1 rt+Ui[D 54.64 I ��E' R t. P. �tdV, El", r ,C / - \TYP.} 1.11 ail i �.` r. if: J. �rL. C5 ..�T,. },RAG,F SHED E I SHED AND AriJOINdiNC ra s' `CtVf=P 4 {2 ;aO.rFT OF ` `.: ct E (Il { x CANOPY LIMIT OF WO v Ise.. l C NCRETE SI..A13 51.6 S T F 4 { 20" LEGEND i II (TYP. I,I 5' F LO d 1 I PROPOSED EXISTING I li f t- u.¢ 25' TRANSITIO I Ilf I 2M y'`` PROPOSED INGRESS 1 EGRESS I FROM 6" ROADWAY CURB s cn s i I I w �, :�,> 51.70 SPOT ELEVATION PROPOSED TO F' TYPE CURB I I ; I ®z C ®M rte,„ .. LANDSCAPE EASEMENT I r- „ n ,- aKfrtcV wfn Inn 11 I .. r-d NOTE: ALL RAVEMENT GRADES SHOWN REFER TO TOP ACCORDING OF ASPHALT OR CONCRETE PAVEMENT SURFACE. CURBS SHALL BE CONSTRUCTED O SHOWN THE DETAILS ON DESIGNED 8111LL7ERS SOZIA17AG7 JJG ENGIMEERIWO ASSOCIArES r INC, FOR DRAWN 00191 . Planners .• . • s • r TO COMMENC 24945 US 19 N 5440 Beaumont Center Blvd. 8406 Massachusetts Ave. 6400 NORTH ANDREWSAVENUE Clearwater, 'FL. 34li23 Suite 460 Suite A-2 JJG 634 (813) 791-1441 Tampa, FL. 33 New Port Richey, FL. 34653 FORT LAUDERDALE, FLORIDA 33309 ;6•! :..• (305) 771 PAVING, GRADING AND DRAINAGE AND DETAILS - t'1 .. STORM SEWER TABLE !A3 AD6ED ROADWAY CURB TO PLANS x S }. rt �r J coacHMaNI ROAD { r i coacHMaNI ROAD A, U- sa Z\9" J1 i CD 7�F i"Y' 14,,A A 14" A9- 7" 21� 19"A A Lr) U) A15" is' A A CD CD I U.j 114j{ I" II A Lr-) cn CT) Lo 15 0 A15" ........ . ..... 100.00, m 4408! I ArT5- r 13.6 L ro– — — -- — — — — — — — — — — — — — -- IE 4' C��,INI !,ANIK _4�FNCF 0 . ...... DESIGNED THE SIGNATURE OF THE QUALITY CONTROL OFFICER IN THIS SPACE '"SSOCIArES, m JJG ArING EAAGINEERINGA ANCA, �= , — INDICATES THAT ALL REQUIRED DRAWN li PERMITS HAVE BEEN OBTAINED Lr) Engineers Planners Surveyors Scientists CAD/JLW AND THAT CONSTRUCTION IS - - - - Landscape Architects Ab=wA STILES DEI .... .. - _ U- sa 911, 6C. vi a) ro ro Li U W ............ ............. Ci, K L-, L0 V) &'112"124'A 29" 01 A Cn BUILDERS SQUARE 109,800 SF FINISHED FLOOR ELEVATION 51.7 y. GENERAL UTILITY NOTES I. ABOVE-GROUND AND UNDER-GROUND UTILITIES ARE IN THE AREA OF THIS PROJECT. ELEC. COO PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) 5 DAYS IN ADVANCE BEFORE BEGINNING WORK 1-800-432-4770. 2. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND PROVIDE VERIFICATION OF THEIR LOCATION AND ELEVATION PRIOR TO BEGINNING CONSTRUCTION ON SAID UTILITY. ANY CONFLICTS SHALL BE BROUGHT TO THE OWNER REPRESENTATIVE'S ATTENTION FOR RESOLUTION IMMEDIATELY. 3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. 4. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE ROADWAY IS TO BE COMPLETED PER DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTION 125.8.3, 1991 EDITION. THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 5. NATURAL GAS UTILITIES IN THE VICINITY ARE PROVIDED BY CLEARWATER GAS COMPANY. SANITARY SEWER NOYES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER SEWER SYSTEM STANDARDS AND SPECIFICATIONS. 2. PIPE FOR SANITARY SEWER COLLECTION SYSTEM SHALL BE PVC AS FOLLOWS, UNLESS NOTED ON THE PLANS OTHERWISE, PVC PIPE (4" a ABOVE) PVC PIPE (SDR 35), POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM D-3034 Ik SDR 35 D-1784 (PVC COMPOUND LATEST REVISION, OR AS OTHERWISE SPECIFIED. ALL PVC SEWER PIPE SHALL BE CONSPICUOUSLY LABELED WITH THE MANUFACTURER'S NAME, NOMINAL PIPE SIZE, APPLICABLE MATERIAL CODE OR PVC CELL CLASSIFICATION, STANDARD DIMENSION RATIO NUMBER, PRODUCT TYPE, STANDARD SPECIFICATION DESIGNATION, PRODUCTIONS RECORD CODE AND NSF CERTIFICATION SEAL AND WILL BE COLOR CODED GREEN. PIPE WILL BE 13-FEET LAYING LENGTH. APPROVED PRODUCTS, Haw , E.T.I., 0 CERTAINTEED (W/INTEGRAL BELL), AQUA -TITS, NORTHSTAR, CAN-TEX, VULCAN, DAVIS z DAVTITE. 3. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM. 4. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT THE EXCAVATION AGAINST COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. 5. PIPE WILL BE ON DRY, UNDISTURBED SOIL. WET UNSUITABLE MATERIAL WILL BE REPLACED WITH COMPACTED SELECTED BACKFILL MATERIAL AS APPROVED BY THE SOILS ENGINEER. 6.1 BACKFILL MATERIAL WILL BE SOLIDLY TAMPED AROUND THE PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL WILL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY AS DETERMINED IN THE FIELD BY THE METHODS PRESCRIBED IN AASHTO T-180 IN 12" LAYERS TO THE PROPOSED PAVEMENT. 7. SOIL BENEATH MANHOLES TO BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED IN THE FIELD BY THE METHODS PRESCRIBED IN AASHTO TEST T-180. WATER DISTRIBUTION NOTES I. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 2. PIPE FOR WATER DISTRIBUTION SHALL BE PVC AS FOLLOWS, A. 2" PVC PIPE (SDR 201 2" PVC PIPE SHALL BE MADE FROM CLEAN, NEW NSF APPROVED TYPE 1, GRADE 1, PVC CONFIRMING TO ASTM SPECIFICATIONS D1784 AND D2241 OR LATEST REVISIONS THEREOF, AND BE SUITABLE FOR USE AT MAXIMUM HYDROSTATIC WORKING PRESSURES OF 200 PSI AT 23 DEGREES C (73.4 DEGREES F). PIPE SHALL BE FURNISHED IN STANDARD 20' LENGTHS WITH JOINTS BEING OF THE PUSH-ON INTEGRAL BELL TYPE SUPPLIED WITH GASKETS INSTALLED. PIPE SHALL BE MARKED WITH THE NSF MARK INDICATING ITS APPROVAL FOR POTABLE WATER. ALL PIPE SHALL BE CLEAN AND ENDS SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS, J-M, CERTAINTEED WITH INTEGRAL BELL, HEP, Haw. B. PVC PIPE (4" 8 ABOVE), PVC PIPE (C900), PVC PIPE (4" AND LARGER) SHALL BE IN ACCORDANCE WITH AWWA C900, WITH PUSH-ON INTEGRAL BELL JOINTS AND SUPPLIED IN STANDARD 20, LENGTHS. NO SOLVENT-CEMENT PIPE OR FITTINGS WILL BE ACCEPTED. ALL 41, PIPE SHALL BE PRESSURE CLASS 150 WITH A DR OF 18. PVC PIPE 6" AND ABOVE SHALL BE PRESSURE CLASS 150 WITH A DR OF 18. PIPE SHALL BE MARKED AS DETAILED IN AWWA C900 AND BE FURNISHED WITH AN AFFIDAVIT THAT IT COMPLIES WITH THE REQUIREMENTS OF AWWA C900. ALL PIPES INSIDE FIRE PROTECTION LOOP WITHIN ELEC. CONE BUILDING PERIMETERS SHALL BE PRESSURE CLASS 200 WITH A DR OF 14. ALL PIPE FURNISHED UNDER THIS SPECIFICATION WILL BE COLOR CODED BLUE. ALL PIPE SHALL BE CLEAN AND ENDS SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS, J-M/BLUE BRUTE, Haw, E.T.I. CERTAINTEED (W/INTEGRAL BELL), AQUA- TITE, NORTHSTAR, CAN-TEX, VULCAN, DAVIS DAVTITE. 3. CONFLICTS OF WATER WITH SANITARY AND STORM SEWER SYSTEMS TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 4. WATERMAIN SHALL BE 2.5 FEET (MIN.) BELOW PROPOSED GRADE AT WATERMAIN CENTERLINE TYPICAL. 5. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS REQUIRED FOR A COMPLETE WATER SYSTEM IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE AND CITY OF CLEARWATER WATER SYSTEM INCLUDING RESTRAINING DEVICES WHERE REQUIRED. • 6. WATERLINE LOCATION TAPE SHALL BE INSTALLED 12-INCHES TO 18-INCHES ABOVE ALL WATER LINES. 0 7. MINIMUM SEPARATION BETWEEN WATER AND SEWER LINES TO BE 10-FEET HORIZONTAL < AND 18-INCHES VERTICAL, NOTE: FOR SITE LIGHTING LAYOUT SEE SHEET ESI. 911, 6C. vi a) ro ro Li U W 0 L0 V) Cn 450 BEN UU SEE PAVING GRADING AND DRAINAGE PLANS I II FOR ISLAND LAYOUT Co C0 U) <1 x < of �I I f < X x U > LL I it 7. ICI I; �; SEE PAVING GRADING AND DRAINAGE PLANS FOR ISLAND LAYOUT co < . I I I w W, I' �, I C11 II II i it TIU), I i I II It 55,49 57.7, 6,7f) , I 15 7.7,6,1 0'� ,, Y,., E I �, i `�� I i= k CD U.3 I- it < I"t,I I ' I I,� ;I� I II 1 56. 36 E lT i60:1t 'X, SEE PAVING GRADING AND DRAINAGE PLANS FOR ISLAND LAYOUT C_ _j ;Pt $it x x SEE PAVING GRADING AND DRAINAGE PLANS w FOR ISLAND LAYOUT . ................ ......... < .......... ........... .... ...... ....... . ...... ..... ........ . ............... Cn, 2 16"xB" T.S.8,V. INSTALLED BY CITY OF CLEARWATER, X FEE BY SITE CONTRACTOR i. x 52_1 52. APPROYINIA I L LOCATION OF x M .......... .... .... L - - - - - - - - - - - - - - - - - - -- - . ... .. - 16" WAL - - - - - ®. - - - - - - - - - ®...® - - ---- ........ .... .. ......... .......... -- - - .® - - - - - .......... WA'1 IFY, MAIN zz; 5C16 x-_ 277.00' (R a N.? 48 49, F, M) M X __.. «..._.....,.. ............. ...... . .... . ..... ........ ......... 0 -0,H.L. -0MJ_ . . . ...... C_ ............... ro A=kZIIL ff DESIGNED THE SIGNATURE OF THE OUAOTY ZIA RE A A 91% %1 (U CONTROL OFFICER IN THIS SPACE A JJG INDICATES THAT ALL REQUIRED KIM G A EM GI) VA EA ERIA No GASSOCIAZES, ZNC. AOAER%O G07 ^ff-WEr% AD DRAWN FOR CD IJANITAK Y -bt K N PERMITS HAVE BEEN OBTAINED W A U CAD/JLW AND THAT CONSTRUCTION 15 L Engineers - Planners - Surveyors - Scientists - Landscape Architects STILES DEVELOPMENT COMPANY __j CHECKED AUTHORIZED TO COMMENCE. I_ A r% I`% r. I e% r_% -r- I i A K1r,r`%r-%Afr'% Atir -Killf- TER DISTRIB"T1 U N 24945 U.S. 19 N 5440 Beaumont Center Blvd. 8406 Massachusetts Ave, M Clearwater. FL. 341523 Suite 460 Suite A-2 JJG 1:1 1:1 I.-_ (813) 791-1441 Tampa, FL. 33634 New Port Richey, FL, 34653 M . 1 (813) 886-0111 (813) 846-0904 �CD C-) A k I 1�x `�I ►III >< CC M X LJ I'' 56,0 3� A3� jl it Oil ll W1 Q_ z W, lit I xi _S9NITARY MANHOLE 6 " CLAY !NV" EL 50.26 W 8" ("LAY iNV, L.L. x +22" 'all I 04,i Lj 1, i It i _Vo it V, , 00 ......... ....... 0 0,11'• - . I _j M M 0 l_ U_ _j :D 0 ED (IN COHESIVE SOILS) NOW PEA GRAVEL 4"0 PERFORATED BLEEDER DRAIN D/3 11 � M11 NOT TO SCALE M v ITERED END SECTION RIP-RAP AND RODENT-SCREEN DETAIL GEOWEB EMERGENCY SPILLWAY DETAIL N.T.S. NOT TO SCALE hl BAG 0 16,049 S.F. x -LELAUL ® 4,012 PLANTS (2" PLUG) 4 S. F. 0 # LITTORAL PLANTS : SIGN, SHAPE, AND SIZE VARIES PER (TYP.) SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SPACING PLAN. HEIGHT TO MEET A.D.A. AND SL 674 SAGGITARIA LANCIFOLIA ARROWHEAD 2' O.C., 1 -2 ELEV. -0. P C PONTEDERIA CORDATA 3338 PICKERELWEED 2' O.C., 6"-1' ELEV. SB SPARTINA BAKERI CORDGRASS 2' O.C., 0-6" ELEV. C\j LITTORAL PLANTING REQUIREMENTS LL_ ARROWS AS SHOWN ON PLAN PLATED, BOLTS,NUTS, AND WASHERS. ----------DIRECT (D DESIGNED THE SIGNATURE OF THE QUAUTY A� SQUARE 2"X21"X.I88*' STEEL TUBE. EXTEND INTO NOT TO SCALE hl BAG 0 (IN PAVED AREAS) NOT TO SCALE NOTES 1. All concrete to be 3000 p.s.l. 111114 cl I NTS 4" WIDE YELLOW TRAFFIC CONTROL MARKINGS \et+ z) i R ur '-- BA 18 GA. STEEL OR .080 ALUMINUM BAKED ENAMEL FINISH 0 # 3" HIGH HELVETICAL MEDIUM LETTERING, SIGN, SHAPE, AND SIZE VARIES PER (TYP.) COMTOR LUE ON WHITE BACKGROUND PLAN. HEIGHT TO MEET A.D.A. AND BU'ILDERS 0 -0. LOCAL CODE REOUIREMENTS. BOLT . I ONLY 0 TO STEEL TUB WITH 3/8" CADMIUM C\j LL_ ARROWS AS SHOWN ON PLAN PLATED, BOLTS,NUTS, AND WASHERS. ----------DIRECT (D II u SQUARE 2"X21"X.I88*' STEEL TUBE. EXTEND INTO CONCRETE FILLED PIPE 2'-0". PROVIDE 2"X2"X.188" STEEL TUBE. EXTEND INTO BY RhOS Y ASSOC.:�'.'RO WELDED WATERTIGHT CAP. PAINT BLACK. CONCRETE FILLED PIPE 2'-0". PROVIDE U) WELDED WATERTIGHT CAP. PAINT BLACK. Lli r C\j w > 7 YELLOW STRIPE PAINT PIPE BASE WITH (IN PAVED AREAS) NOT TO SCALE NOTES 1. All concrete to be 3000 p.s.l. 111114 cl I NTS 4" WIDE YELLOW TRAFFIC CONTROL MARKINGS JOB NO, A L 1 1999-253-000 rv'w' A V E M E: INIT M A rhm"OK I N G NP L A N FIELD BOOK NO. 3-27-95 REVISIONS PER PEA t BUILDERS SQUARE COMMENTS C-7 3-27-95 REV. PAVEMENT SECTIONS ADDED SKIMMER DETAIL SHT. DATE, REV BLEEDER DRAIN DETAIL, ADDED FDOT TYPE I U.D. DETAIL, 9-13-94 LLl 12-14-94 REV. PAVEMENT SECTIONS SCALE. NO. DATE REVISIONS APP D NONE OF 8 1 - __ - \et+ z) i R ur '-- BA t I 0 # (TYP.) m BU'ILDERS -0. m 0 LL_ (D II u SQUARE 3. IN I BY RhOS Y ASSOC.:�'.'RO r w YELLOW STRIPE /NE_1� TO DOOR LANDING 0 T CROSSWALK n PAVEMENI_ < MARKINGS 0 (TYP.) 8" WIDE x 6' LONG STRIPE 2' O.C. I ct C Q=+ 24 ..S P �P 24 plop "ST 4- 14' ) A10- BAR BAR 20, 14' z (TYP.) (TYP.) - 'M A r:r- I.-\ JOB NO, A L 1 1999-253-000 rv'w' A V E M E: INIT M A rhm"OK I N G NP L A N FIELD BOOK NO. 3-27-95 REVISIONS PER PEA t BUILDERS SQUARE COMMENTS C-7 3-27-95 REV. PAVEMENT SECTIONS ADDED SKIMMER DETAIL SHT. DATE, REV BLEEDER DRAIN DETAIL, ADDED FDOT TYPE I U.D. DETAIL, 9-13-94 LLl 12-14-94 REV. PAVEMENT SECTIONS SCALE. NO. DATE REVISIONS APP D NONE OF 8 1 - __ - 0 m m 0 LL_ (D II u ILF TO BAY:.-,' 00A ME kff IN I BY RhOS Y ASSOC.:�'.'RO r JOB NO, A L 1 1999-253-000 rv'w' A V E M E: INIT M A rhm"OK I N G NP L A N FIELD BOOK NO. 3-27-95 REVISIONS PER PEA t BUILDERS SQUARE COMMENTS C-7 3-27-95 REV. PAVEMENT SECTIONS ADDED SKIMMER DETAIL SHT. DATE, REV BLEEDER DRAIN DETAIL, ADDED FDOT TYPE I U.D. DETAIL, 9-13-94 LLl 12-14-94 REV. PAVEMENT SECTIONS SCALE. NO. DATE REVISIONS APP D NONE OF 8 1 - __ - f ye 5(;ALLi I" = 20' (3) FLAC.614G TAPE 7- (3) DUCKOU TREE SUPPORT It MULCH LAYER VJTS INCLUDING ANCHORS AND SIZED FOR CALOER OFTREE 4' EARTHEN SAUCER riNiSH GRADE MAD ull CONTAINER GROWN TREE V PREPARED TOPSOIL ExiSTiNG SOIL M @1 u =11F�- BA CKFILi. AF AFIAN -141 O.-VA Li- 0 Lij LLJ I LLJ U 'F Wr zoi BRAWN PERMITS HAVE BEEN OBTAINED AND THAT. CONSTRUCTION Is 1. ?711 Surveyors - Scientists - CL LLJ Li M Ld LL- 0 0 0 F- < W LLJ 0 0 -i Lf 71 tty IF m N 0 Lli 5440 Beaumont Center Blvd, Suite 460 8406 Mossocluselt, Ave, Suite A-2 6400 NORTH ANDREWS AVENUE a: Tampa, FL. 33634 New Port Richey, FL, 34653 W SOD (813) 791-1441 (813) 886-0111 z (305) 771-4900 LL 'F 39 LIVE OAK (TOTAL THIS SHEET) 17-2:VP IN F-Ax-,Ft 1:5L-,OrNP C) Fri PROP. RIGHT OF1 V A EASEMENT r„ ijj li a CD C) 0 L.Li Z 0 N it Wr zoi BRAWN PERMITS HAVE BEEN OBTAINED AND THAT. CONSTRUCTION Is 1. ?711 Surveyors - Scientists - CL LLJ CL 0 71 tty IF N 10' MIN. LA DS AP BUFFER 5440 Beaumont Center Blvd, Suite 460 8406 Mossocluselt, Ave, Suite A-2 6400 NORTH ANDREWS AVENUE SLH\JJG Tampa, FL. 33634 New Port Richey, FL, 34653 h SOD (813) 791-1441 (813) 886-0111 TV 4W IN6 PC= (305) 771-4900 Z6 - -T Ytl) _r Vz) Ii C 39 LIVE OAK (TOTAL THIS SHEET) 17-2:VP IN F-Ax-,Ft 1:5L-,OrNP C) Fri PROP. RIGHT OF1 V A EASEMENT r„ ijj li a CD C) 0 L.Li Z 0 N it Wr FOR BRAWN PERMITS HAVE BEEN OBTAINED AND THAT. CONSTRUCTION Is Engirs - Planners - nee & Surveyors - Scientists - CL LLJ QMB 0 0 N 24945 US. 1 N Clearwater, FL, �34�23 5440 Beaumont Center Blvd, Suite 460 8406 Mossocluselt, Ave, Suite A-2 6400 NORTH ANDREWS AVENUE SLH\JJG Tampa, FL. 33634 New Port Richey, FL, 34653 FORT LAUDERDALE, FLORIDA 33309 O.C. (813) 791-1441 (813) 886-0111 (813 ) 846-0904 (305) 771-4900 39 LIVE OAK (TOTAL THIS SHEET) 17-2:VP IN F-Ax-,Ft 1:5L-,OrNP C) Fri PROP. RIGHT OF1 V A EASEMENT r„ ijj li a CD C) 0 L.Li Z 0 N it -')HEET L-3 0 INILOW11. THE SIGNATURE OF THE QUA LITY CONTROL OFFICER IN THIS SPACEI rrj 9 4 71&A2 W// INDICATES THAT ALL REQUIRED Wr FOR BRAWN PERMITS HAVE BEEN OBTAINED AND THAT. CONSTRUCTION Is Engirs - Planners - nee & Surveyors - Scientists - Landscape Architects LLJ QMB 0 N -')HEET L-3 0 INILOW11. THE SIGNATURE OF THE QUA LITY CONTROL OFFICER IN THIS SPACEI rrj 9 4 71&A2 W// INDICATES THAT ALL REQUIRED Wr FOR BRAWN PERMITS HAVE BEEN OBTAINED AND THAT. CONSTRUCTION Is Engirs - Planners - nee & Surveyors - Scientists - Landscape Architects STILES DEVELOPMENT COMPANY QMB CHECKED AUTHORIZED TO COMMENCE. 24945 US. 1 N Clearwater, FL, �34�23 5440 Beaumont Center Blvd, Suite 460 8406 Mossocluselt, Ave, Suite A-2 6400 NORTH ANDREWS AVENUE SLH\JJG Tampa, FL. 33634 New Port Richey, FL, 34653 FORT LAUDERDALE, FLORIDA 33309 O.C. (813) 791-1441 (813) 886-0111 (813 ) 846-0904 (305) 771-4900 (3 z 0 LO C\J 0 < 0 (D >q - > � _J Li � < )-0 0<0 0 LIJ < — My (-) in Of LJJ << Z D�CL Lij LL_ 0 LL 0 _J 0- 1 0 F_ LL_ 0 in- - OOLLQ:� LIJ 2: _J LJ -5 � 0 N LLJ (D < > LIJ n- Z 0 rr Q0 < LIJ 0 N _J C) Z 0 Z 0 :D U) U) CV CV 0 0 0 12� 0 > � _J 0<0 0 My 0 LJJ << Z D�CL Z 0 _J 0 L0 y ILO _y of [If 0 _J < < LLJ 0 LIJ LIJ n- Z 71 LLJ i r f, �. �.� 1. 1 L1.0. I . I T ARK N1 ARE; % ASP / / / I 1ALT WN LVV;,,e FINISHED FL NR ELEVATION ' log COMPACTOR 5r.7 7 . A THE COMPACTOR SHALL BE SCREENED PRIOR TO THE �'1`2�_`� 0 :!J 2 11 4t KI %A/ I -A A n I lqqtlAN(.F OF THE r.FPTlFlr.ATF OF 0r('.11PANrY Aq PFR q. T.O.B.=47.35 7,!Z4 * :':': �, " * 69 CQ C\J 0 12� 0 ®W 0 < _J 0 _y of _J < < LLJ 0 LIJ LIJ n- Z 71 L0 0 N 0 4 0 U) LLJ ISI _0 I. The dates and conditions for approval by the Planning and roval and the _J 0 _J Zoning Board for conditional use a 0 Development Code Adjustment BoarpT for variance >_ a. 0(3FOI--LL approval shall be provided on the preliminary plat/site MI UANDSCAPEJ ig (.0u) p prior to certification. r7 plan 1AI, 4— 37 W -A Lli 1,wl I4 k'' r LP 262'6" D.S. D. z 1 z 12 -------- ------ TO A D E X V /AA(R AIN fo 143' 1 " U AL7 0 ENT 16 i rnpat 4 NII JC 1A L( LLJ ISI _0 I. The dates and conditions for approval by the Planning and roval and the _J 0 _J Zoning Board for conditional use a 0 Development Code Adjustment BoarpT for variance >_ a. 0(3FOI--LL approval shall be provided on the preliminary plat/site MI UANDSCAPEJ ig (.0u) p prior to certification. r7 plan 1AI, 4— 37 W -A Lli 1,wl I4 k'' r LP 262'6" D.S. D. z 1 z 12 -------- ------ TO A D E X V /AA(R AIN fo 143' 1 " U AL7 0 ENT .F COUR – V 11 151, 1 Ft A Pl," l- 1) LJ < C\J III E II 0 X 0 z ! U, LL LLJ RN LA 55,82 T Y P. 2 L22 _% r— LU _7 S I L !9' A;p / k 4 / / .22'. A R 3' E X. 16 W.M. 2 r L)A5 - F 13'r S 8" CL ,Y !NV� F.L. 7 7 7 .5'R (T Y P) " / /I'D :2� -D < / 11 1 z 8" C; AY INV� Fi_ 50-18 - 11 0 :Z� U OL-LJ 3' LANDSCAPE N, P0 19, A , t� P" 3� LLJ In / / / f ro CRETF 04D x _,__7 19 ! : *,' .. � 9"A AREA /),/G IL I I., X 10 ryD 44 -1, i 4 -P / A �/ �E �L��F &C L) 44. 9 ..... . 00, < 198.75, 3. : �014 _/��GH,6HAA I 71EN�� 17G 0 7� AIFA 24i C—r- CL LI jh. 11 1 \Q1 3. 2 Y 4P ' It r fv' D I / / z 16 i rnpat 4 JC 1A L( .F COUR – V 11 151, 1 Ft A Pl," l- 1) LJ < C\J III E II 0 X 0 z ! U, LL LLJ RN LA 55,82 T Y P. 2 L22 _% r— LU _7 S I L !9' A;p / k 4 / / .22'. A R 3' E X. 16 W.M. 2 r L)A5 - F 13'r S 8" CL ,Y !NV� F.L. 7 7 7 .5'R (T Y P) " / /I'D :2� -D < / 11 1 z 8" C; AY INV� Fi_ 50-18 - 11 0 :Z� U OL-LJ 3' LANDSCAPE N, P0 19, A , t� P" 3� LLJ In / / / f ro CRETF 04D x _,__7 19 ! : *,' .. � 9"A AREA /),/G IL I I., X 10 ryD 44 -1, i 4 -P / A �/ �E �L��F &C L) 44. 9 ..... . 00, < 198.75, 3. : �014 _/��GH,6HAA I 71EN�� 17G 0 7� AIFA 24i C—r- CL LI jh. 11 1 \Q1 3. 2 Y 4P ' It r fv' D I / / z _J elf _J (5LJJ LJJ U-4 _J < 7– -.MILNT 0U)C5z 8 RIGHT OF WAY ROPO' :D O.C. Clearwater, FL. 34623 F1 n te A-2 (813) 791-1441 Tampa, FL. 33634 New Port Richey, FL. 34653 FORT LAUDERDALE, FLORIDA 33309 FiC A L _E, (813) 886-0111 (813) 846-0904 1 4900 1" 50- (305) 771- -I JC 1A L( �Ar A I q _J elf _J (5LJJ LJJ U-4 _J < 7– -.MILNT 0U)C5z 8 RIGHT OF WAY ROPO' :D O.C. Clearwater, FL. 34623 F1 n te A-2 (813) 791-1441 Tampa, FL. 33634 New Port Richey, FL. 34653 FORT LAUDERDALE, FLORIDA 33309 FiC A L _E, (813) 886-0111 (813) 846-0904 1 4900 1" 50- (305) 771- -I Certified as a true and correct copy. On March 27, 1995 the Development Code Administrator approved a Simple Adjustment to the site plan last certified on August 11, 1994 for Builders Square. l Witness my hand and the s,e4l- 'dfgth`e City„"of,, Clearwater, Florida on this 20th`'day of March,4'' 1995.` a Deputy City C rk The adjustment is to realign the parking area to save three specimen trees. Condition(s) of approval are Placement and display of all field changes to the parking scheme on the site plan. g i ., 1 HW Iv Sunny Grove Mobile Home Park (Acerage) 9076nm- IIIIIIIIIIM111 h-M [so4g0j, car % � im ir ------ -------- - ------- Alurniniurn Frame and Plexiglas In w 0 a- (D < cr < — 0", ti CID Ln C3 -0 C) Z 0 w ZD 0 f0 U U) 6,170 Sq.FL M.O.L. _j fn K) � 0, 0 M z cr 12 0 . 0 Uj -j LL w 4 I& a. cn Plexiglas Partition 0 i t.. CQ a. IREPLACE (1) EX LIVE OAK N Vd 0 C( 101.3' 0 0 Plexiglas Canopy ye cn v 0 EXISTING PLANT LEGEND C3 d C 4, - T- LIVE OAK CIT at U -- 0 E co 5&5' 101.3* Ott 0 0 0 U) ILL a- tom~ SYCAMORE co cf) -0 cc Ito < . HEAVENLY 5AI'MOO 70 X j WINGED ELM ca PALM VAR LIRJOPE < CRAPE MYRTLE E a ca Alurniniurn Frame and Plexiglas to w 0 a- < cr < — ua Building C3 C) Z 0 U U) 6,170 Sq.FL M.O.L. (D Plexiglas Partition IREPLACE (1) EX LIVE OAK a- 101.3' 0 Plexiglas Canopy FRE5TAKE E>e_ OAK TO PLLf15 0 3,063 Sq,Ft. M.O.L. C3 5&5' 101.3* HEAVENLY 5AI'MOO X j LIVE PLANTS, TYR • GROUNDCOVERS Tr (a N I 1 11 I d GOLD LANTANA LANTANA CAMARA 'GOLD MOUND' I GAL. VARIEGATED LIRIOPE LIRIOPE MUSCARI 'VARIEGATA' I GAL. X4+-4= INDIAN HALM-IOR4 1. ALL PLANT MATERIAL SHALL CONFOIS!M WITH 'GRADES AND STANDARDS FOR NURSERY • PLANTS, PARTS 1 4 11", LATEST EDITION AND 15E FLORIDA NO, I GRADE OR 15ETTER -APE MATERIAL SHALL REMAIN AND 5E PROTECTED EXCEPT AS 2. ALL EXISTING LANDSC Xl: NOTED. u\ I X. 3. ALL DEAD OR DISEASED LANDSCAPE MATERIAL SHALL 5E REMOVED FRD1`1 THE SITE AND ... REPLACED WITH SIMILAR HEALTHY LANDSCAPE MATERIAL. ,co, • 4. THE EXIST 1W.-7 IWIGATION SYSTEM SHALL REMAIN. T14E CONTRACTOR 514ALL ENSURE 1009. COVERAGE OF ALL LANDSCAPE AREAS. all I i,onc, uriveway COLD LANTANA' FPK&D LB 5776 -7 5- GHW- of R Ln CD =a9siljz=ii= 0 0 LL :D w 0 a- < cr < — w 0 C6 C) Z 0 U U) Ll ti r CD a (D Cu 4 Ln Cu r•a U- 3c n; C .r- 0 CL w w 0 cr w cr Q Uj CD Cc M V r • r w M FROVIDE 3" LAYER OF PINE - REMOVE REf*LACE - - `ate i - :.: 0C'M/1�iC ® I-^• A.-= CV Qe 1dtMn An L=,o =&&Ad0P quic9malawm. • ALL PLANTING BEDS r IN ACCORDANCE PLANS. r BY BUILDING CHANGES, ETC.. IF TAEY DO NOT ACCURATELY REPRESENT THE PLAN SHALL MOST NEARLY CONFORM TO THE DESIGN INTENT AS • i I THE WORK ICONSISTS OF • i, SHOWN ON DRAWINGS r HEREIN I y • REASONABLE IS r UT ADDITIONAL EXPENSE TO THE OWNER. i • ALL PLANTING BEDS r IN ACCORDANCE PLANS. r BY BUILDING CHANGES, ETC.. IF TAEY DO NOT ACCURATELY REPRESENT THE PLAN SHALL MOST NEARLY CONFORM TO THE DESIGN INTENT AS • I THE WORK ICONSISTS OF • i, SHOWN ON DRAWINGS r HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT MATERIAL SPECIFIED. THE REASONABLE IS r UT ADDITIONAL EXPENSE TO THE OWNER. FURNISHING OF ALL LABOR. EQUIPMENT. APPLIANCES AND ALL MATERIALS CALLED FOR, AND IN PERFORMING ALL OPERATIONS IN • CONNECTION WITH THE LANDSCAPE INSTALLA11ON AS SHOWN ON THIS PLAN. FURTHER, THE WORK SHALL INCLUDE THE 11. ALL NEW FURNISHED PALMS AND TREES SHALL BE PLUMB VERTICALLY AT THE TIME THEY ARE INSTALLED TO WITHIN A MAINTAINING OF 1 PLANTING AREAS UNTIL FINAL ACCEPTANCE OWNER, 1 THE FULFILLING OF ALL ; GUARANTEE PROVISIONS - SPECIFIED. TOLERANCE OF DEGREES FROM + • r NOT TO BE VERTICALLY r WILL NOT ACCEPTED. W/� 2. THE CONTRACTOR • HIMSELF •. SUPPLY, AND OTHER UTILITIES TO PRECLUDE ANY MISUNDERSTANDING AND TO FACILITATE A TROUBLE FREE INSTALLATION. 3. THE CONTRACTOR RESPONSIBLE i REPAIRING DAMAGES TO EXISTING FACILITIES THAT MAY OCCUR CD OF THE WORK DONE BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. THE WORK PERFORMED UNDER THIS CONTRACT 4— WILL INTERFACE WITH OTHER WORK PERFORMED BY OTHER CONTRACTORS. FOR THE E • COST TO THE OWNER. RUBBER HOSE/ 8" Minimum CONTRACTOR TO i•'1 r r OTHER CONTRACTORS i t f co J SUBCONTRACTORS. • 0 (n • ca c R w i (3) DUCKBILL TREE SUPPORT KITS SUBSTITUTIONS 1 • PERMISSION i • rt O it •• 5. IN THE EVENT OF THE VARIATION BETWEEN THE PLANT UST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANS. co < z THE PLANS SHALL CONTROL. REMOVE TOP 1/3 BURLAP (1J z Q • 14. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT OR DISCREPANCY IN PLANS PRIOR TO 6. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER OR HIS rl 3" WATER RETENTION SAUCER LANDSCAPE ARCHITECT RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS W ~ PERFORMING WORK IN THE AFFECTED AREA. OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN . BE`r " PROPERLY r IN SUCH ORDERLY WAY 13Y i1 OF i• ROOT BALL SET " -4" ABO GRAQQ 15. CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH tt MATERIALS 7. ALL PLANT GRADE •` r A NO.1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS + Z „ NURSERYP PARTS I AND 11, STATE PLANT BOARD OF FLORIDA, AND SHALL CONFORM TO ASN STANDARDS FOR NURSERY FROM a - • 0 STOCK HILLARY PEAT WITH EXTRA SAND) • 8. PLANTING SOIL FOR ALL PLANT MATERIALS SHALL CONSIST OF TWO (2) PARTS OF TOPSOIL WITH ONE (1) PART PEAT MOSS IN cf) SHRUBS 16. ALL 1 SOD SHALL BE -. r FOR .r DAYS AFTER FINAL ACCEPTANCE BY OWNER. - 1 TWO POUNDS '• WELL MIXED. SHALL BE GUARANTEED FOR ONE OWNER. I+ 17. OWNER AND HIS LANDSCAPE ARCHITECT SHALL MAKE WEEKLY INSTALLA11ON OBSERVATION/DIRECTION VISITS. THE 4 cc INSPECTION 18. FINAL NOT TAKE PLACE UNTIL ALL MATERIALS r • CORRECTLY. CONTRACTOR ' REQUEST A INSPECTION • OWNER AND LANDSCAPE ARCHITECT. 9. FERTILIZER SHALL BE QUICK RELEASE, WATER SOLUBLE FERTILIZER AND SHALL CONFORM TO THE APPLICABLE STATE OF ' ' CONTRACTOR WILL BE • r BY OF •':' DAYS AFTER FINAL INSPECTION •` TEN DAYS r i • r * NECESSARY. r .. . 3. 20. UPON FINAL NOTICE OF FINAL' ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCEAND THE GUAftANTrE/WARRANTY — FLORIDA FERTILIZER cp SPACING VARIES SEE PLAN/SCHEDULE - , + r * •. •. • ALL PLANTING BEDS r IN ACCORDANCE PLANS. r BY BUILDING CHANGES, ETC.. IF TAEY DO NOT ACCURATELY REPRESENT THE PLAN SHALL MOST NEARLY CONFORM TO THE DESIGN INTENT AS U) /�n REASONABLE IS r UT ADDITIONAL EXPENSE TO THE OWNER. 11. ALL NEW FURNISHED PALMS AND TREES SHALL BE PLUMB VERTICALLY AT THE TIME THEY ARE INSTALLED TO WITHIN A TOLERANCE OF DEGREES FROM + • r NOT TO BE VERTICALLY r WILL NOT ACCEPTED. W/� 12. IT SHALL BE THE CONTRACTOR'S FINANCIAL RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING AT NO ADDITIONAL (3) 1/2" DIAMETER REINFORCED CL. _ COST TO THE OWNER. RUBBER HOSE/ 8" Minimum LJ � J (3) FLAGGING TAPE MARKERS 0 (n • ' R (3) DUCKBILL TREE SUPPORT KITS 13. ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING THE PLANTING N rt O F-- n_ FOR CALIPER OF TREE TIME + r1 • FINAL ACCEPTANCE BY • < z c, REMOVE TOP 1/3 BURLAP (1J z Q .J 14. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT OR DISCREPANCY IN PLANS PRIOR TO rl 3" WATER RETENTION SAUCER ~ W ~ PERFORMING WORK IN THE AFFECTED AREA. . ROOT BALL SET " -4" ABO GRAQQ 15. CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH tt Z FROM a - • 0 BACKFILL MIX (50/50 EXISTING SOIL/ HILLARY PEAT WITH EXTRA SAND) • ca IN cf) SHRUBS 16. ALL 1 SOD SHALL BE -. r FOR .r DAYS AFTER FINAL ACCEPTANCE BY OWNER. - SHALL BE GUARANTEED FOR ONE OWNER. I+ 17. OWNER AND HIS LANDSCAPE ARCHITECT SHALL MAKE WEEKLY INSTALLA11ON OBSERVATION/DIRECTION VISITS. THE CONTRACTOR • ASK QUES71ONS REGARDING r OF PLANT MATERIALS. cc INSPECTION 18. FINAL NOT TAKE PLACE UNTIL ALL MATERIALS r • CORRECTLY. CONTRACTOR ' REQUEST A INSPECTION • OWNER AND LANDSCAPE ARCHITECT. ' ' CONTRACTOR WILL BE • r BY OF •':' DAYS AFTER FINAL INSPECTION •` TEN DAYS r i • r * NECESSARY. r .. . 3. 20. UPON FINAL NOTICE OF FINAL' ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCEAND THE GUAftANTrE/WARRANTY — PERIOD cp SPACING VARIES SEE PLAN/SCHEDULE - , + r * •. •. 3" MULCH LAYER 3 U) /�n W W/� (3) 1/2" DIAMETER REINFORCED CL. _ z RUBBER HOSE/ 8" Minimum LJ � J (3) FLAGGING TAPE MARKERS 0 (n a- w LL) (3) DUCKBILL TREE SUPPORT KITS N INCLUDING ANCHORS AND WIRE SIZED O F-- n_ FOR CALIPER OF TREE Z < z c, REMOVE TOP 1/3 BURLAP (1J z Q .J 3" MULCH LAYER p 3" WATER RETENTION SAUCER ~ W ~ J ROOT BALL SET " -4" ABO GRAQQ Z 0 BACKFILL MIX (50/50 EXISTING SOIL/ HILLARY PEAT WITH EXTRA SAND) ca cf) . �:u ... . x �" e .:..: -... _. ». ... .. .. ' ... 4� , : ::-+� ..� Y+t 4:v . :may •y:e -..r . -,n a. » -..'.s A-� "F3'?``•. +ii> _»»: %'.E"mp1"c. q"v, ,�„" r 4 0? Z eF � i _ _ _:....sip r . ... -.... �.'3. C� O'd -141 RJ Last aUU.JL TeeT to a point; .'Tnence rdarin ul-ul eu test niJ.1ib beet to Tne �auin line at Tne City limits; thence North ti'J -ol Id West ` oo.gt feet to "the oint of beginning, and A PARCEL_ 3: 9. Ingress and d Egress easement for refuse and garbage collections to the City of Clearwater, per Q.R. 9Q26 page 1442: 9 9 X P P 9 { { { `� tQ, Legal description P er C.R. 8 864 P . I @8 4 as provided in the title commitment by Chicago Title Insurance Company, (NOT 1 SCALE) r From the center of Section 18, Ta w nshsIP:29 South, Range 16 East, Pinellas County, Florida, run South 89'41'16" Bast nEan � the North Prn@ at the Southeast Quarter of said section and along the centerline at Gulf 90 Bay Boulevard 834.1 feet to o point; thence South QI 'Q} m S2 « We.t 5Q J feet to the South line of Guff to Ba y Boulevard to th e p aint'af beginning of the property herein described. thence continue South Qt o QQ 52 Wer t 28Q.Q2 feet to a paint on the South Irn@ at the , s _ 1(. Tree feeder system in the P aved areas not located or spawn hereon: Cft Y limits of Clearwater ; thence South 89 Q 418 East along said South line 500.41 feet to a point,- thence North. I 101'2 8 East 3 Q2 feet to 'a paint. thence South 89'41'18" East 11.2 feet to c paint. , thence North 0100128 East 277,00 .feet to the South line of Gulf to Bay Boulev&ch , thence -North 89'41'16" West along the South line of Gulf to Boy Boulevard 511,66 feet to the paint of beginning.: 12. Building etbacks. Front. 25 + 25� hef hf greater than 2Q 9 ( 9 9 ) Side. 5 and d IQ (2 5 height greater than an 2Q ) r A ESQ LESS t h at parcel of land conveyed to State of Florida Department -at Trans Transportation by Warranty Deed recorded te Y Il f996 rr Qftreral Records Book 9346; page 14Q8; public records of Pinellas Caunty. Florida. Rear. 25 , (25% height greater than 20a ) TOGETHER WITH. m an easement farm rasa and @ r@ g ss over #n@ following 9 g 13. Sub - ea t property appears to be in Zane: X n ( Area outside 500 year flood tarn ) according to Federal Insurance Administration Flood Insurance A tract of to na lying within Section 18 Township �m p .• . sa�� h. Range !6 East, Pinellas Counf y. FP Florida ri d and being described as foflaws. e Rate Map. Community Na.125 96 Panel [ N x.4017 - D effective date August ust 18 1992 Co m mere@ at he Northwest Corner of the South ea. st 1/� of lofd 5 @attar, thence 5.89 a 41a 18 ,E, along tt. @ North t mn@ at card Southeast 1✓4 far t3?5.77 feet, thence leaving said line, S.QI Q1f 28 .W. far SC.QQ feet to a p aint on South 4. Standard a rd P ar' kf n g Spaces goes 644 Nandica P Pork. n 9 S Spaces - 14 V right-of-way fin , a of Gulf, -To-Boy Boulevard, v r d, said point also being POINT OF BEGINNING thence 5894 @ o 8f , E.; along aforesaid right-of-way line for 60.00 feet; thence leaving said fine, 5.CI ® QP 28 W .. fa r 2 1 8.Q8 feet_ thence S.24002 '29"W., . . 9 Q a ,W. , , Total Parking Spaces �5-8 far (56.5 2 @ a t . t hence S.0f Qt QQ . for 874, 86 tact to a point ar the North rr ht of _wa y Irn@ of Druid Road; tn@na@ along said line N.89 o f4 Q5 W. for 10,00 f@@i to a point on the West fine of a Florida Power Corporation as •, a Right-of-Way r eaord@ d ' n Official Records Book 1408 Page 735, thence along said (iis the following three tours @s. N.Q! o QI 28 E., far 959.44 feet; inane@ 5.89 a 4lI 8 E., f ar 1 2Q to @t„ thence N.QI a Q128 E.; for 277.00 feet to the POINT QF - BEGINNPNG° . 15. Underground Irrigation System was C TOGETHER WITH a non-exclusive Drainage a 9 @EaS @m @nt a s created b y and set forth in r @carded in Official Records Book 8864, Page 1183 more particularly described as follows: A Tract land lying Section 18 Township 29 South, Range t6 East, F not mapped or spa wn he re n. 16. Access to the subject property Y is b Y w way of Gulf to Boy Boulevard and is by th e Florida Department nt of Transportation a n d also by E= fn @floe County, Florida and being more described as fallaws: !� Road a R d n d is maintained b the City of Clearwater, at Florida and also b Ingress & Egress Easement per O.R. 8864 Page .1192 and to be Y Y Y 9 9 P n Commence a@ at the N a rt w @st c a r n er at the Southeast t 4 of s t . 18 ,E., afar 4 the N aid S@ atr n t 8 thence . e 5.89 4 a rth er ne of the So utheast I/4 of said Section I8 eg for 834.1 7 feet; thence lea ving v r said North line S.Qf QQ 5 2 .Y.m for f 28 2 .48'feet to maintained by the Grantee a point . o t int @r s @CtBan - wktl - the North n@ of D r r d Road i a @QQ foot r. 9 ht a at _ wa Y �. thence S 89 E4 C5 � E. along North right-of-way w a Y e line for 4 9Q.2 feet to the POINT Q F BEGINNPNG thence leaving fn said North line, N,ol m Qf 2 � E. � A N OQ for 100.00 feet, thence 5.89 14 Q5 E . for 10,00 feet; thence @ 5 Q I Q128 . W. for l QQ.CQ -feet to the intersection with the Na r to rf ht of _ wa Y line of aforesaid Druid Road, thence N:89 !4 Q5 W. along said North • right-of-way li n@ f r't Q.QQ fe i t o tn@ P QINfi Q F BEGINNING.. C N@# Ac r @a ° .Bern g @ .t3 Ac r @s Mar@ ar _ s s LA V MN D EVE L3P MEND S ERV C ES w . CITY ®F CL EA R W A T ER �N o .� .. • ., ci Cr co • D • C z' A ♦ w �N o a co ea 0 r-: co BE ,,:� a 0 Z5 - a o w a uv Y I D O ¢ f3 100 O cv w m d m EE ;; M _ J U o m @ v. Q < t+1 _1 ]c .. P— LL w a C.Y LL GRAPHIC SCALE CU 0 an 0 CV � °e. co ca a a w a uv Y I 9 No COACHMAN ROAD Q d 26 50 100 C6 ea GRAPHIC SCALE W=60') co Q PROJECT INFORMATION co ZONING: GC a RNI -6 SITE AREA: 13.19 ACRES BLDG. AREA: 112,071 SF ,� w GARDEN CENTER: 26,945 SF 141,016 SF •°° ggC, C C 4f G7 Q V RETAIL FLOOR AREA. 129,770 SF IMPERVIOUS SURFACE RATIO: 78.5% INTERIOR OPEN SPACE 6.06% VEHICOLAR USE AREA 305,740 SF Q 1 T- No COACHMAN ROAD -p a +k I l in TO ,3 • 1 � .r si- �s j 4141 +� I l 0 M." co 0 n- Res Ov 0 LANDSCAPE AND MAINTENANCE NOTES = V 1 _ 0 1® W ! Is1 I °"tea z, I DRAWINGS AND AS HEREIN SPECIFIED. I INCLUDE. BUT IS R a SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING R EQUIPMENT, X 12 _ ash APPLIANCES AND ALL MATERIALS CALLED FOR. IN I IN CONNECTION d t I , t { 1 -t. �,; 5 4f.a,.i! __.®....._,..... :'.:- '.'..,».A_.:..,._........._.... _»^._rn...... ...w �) q� F .. ^.m._,.,_,........._......®..®. ! 6:RF j �, °p: . / yy gg F®✓ t h g p g d ._<� I h t .� ��__, .. _- _ ._nfa.i'"»i�. �r.�:r �. — 5 ,,..�.�"�.,5��._ A'%. r... - x T•2 i Y i Y 1 Y l ..r.�.s., -A", r ✓v'. .., ,r,_ -. _.�.,.__._i _,_ �1� t� West Line Florida Power Corporation Right°of -Wadi t -.: E tf wX�� rPon r;ca4 r � �t4 . k . W co ca LANDSCAPE AND MAINTENANCE NOTES "r m 0 1-0 �* z -,. '0 W to THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION As SHOWN ON THE _j 7 0 0 .r N2 z DRAWINGS AND AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE e SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING OF ALL LABOR.. EQUIPMENT, uo W-i APPLIANCES AND ALL MATERIALS CALLED FOR, AND IN PERFORMING ALL OPERATIONS IN CONNECTION uj< U. 0 WITH THE LANDSCAPE INSTALLATION AS SHOWN ON THIS PLAN. FURTHER, THE WORK SHALL CN4 CL 0 Gate INCLUDE THE NIAINTAININC, OF ALL PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE x ui 0 P.O.B. (Parcel AND JHE FULFILLING OF ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED. 0 OWNEF CQ HW 2. THE CONTRACTOR SHALL FULLY ACQUANT HIMSELF WITH THE RELATED PAVING, SITE GRADING, 3: WATER SUPPLY, ELECTRICAL SUPPLY, AND OTHER UTILITIES TO PRECLUDE ANY MISUNDERSTANDING AND TO FACILITATE A TROUBLE FREE INSTALLATION (D 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES TO EXISTING FACIUTIES THAT 13 ack a MAY OCCUR AS A RESULT OF THE WORK DONE BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. THE WORK PERFORMED UNDER THIS CONTRACT WILL INTERFACE WITH OTHER WORK BEING PERFORMED 0 0 CLF BY OTHER CONTRACTORS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS. E + (D doo 00 0 "A - , i - F.P.C. 4. NO� SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION OF THE LANDSCAPE C: ARCHITECT. Tran sformer m (D 5. IN THE EVENT OF THE VARIAT10N BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF Cn 4"" PLANTS SHOWN ON THE PLANS, THE PLANS SHALL CONTROL. ful C CO x 6. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMA' E or- NUKE,MANNER. Q) 0 THE OWNER OR HIS LANDSCAPE ARCHITECHT RESERVES THE RIGHT TO DIRECT THE REMOVAL AND si REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY W uj x 01' INSTALLED IN SUCH ORDERLY WAY BY THE USUAL METHODS OF SUCH WORK. < W 7. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA NO.1 OR BETTER AS OUTLINED UNDER GRADES co AND STANDARDS FOR NURSERY PLANTS, PARTS I AND 11, STATE PLANT BOARD OF FLORIDA, AND — - - - - - - SHALL CONFORM TO ASN STANDARDS FOR NURSERY STOCK (ANSI 260.1-1980). < 8. PLANTING SOIL FOR ALL PLANT MATERIALS SHALL CONSIST OF TWO (2) PARTS OF TOPSOIL WITH V) (n ONE (1) PART: PEAT MOSS AND TWO POUNDS FERTILIZER PER CUBIC YARD, WELL MIXED. to 0 9. FERTILIZER SHALL BE QUICK RELEASE, WATER SOLUBLE FERTILIZER AND SHALL CONFORM TO THE cc APPLICABLE STATE OF FLORIDA FERTILIZER LAWS. LO U-) X 10. ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS. CHANGES T NECESSITATED BY BUI LDI NG' CHANGES, ETC., IF THEY DO NOT ACCURATELY REPRESENT THE PLAN ASPHALT SHALL MOST NEARLY CONFORM TO THE DESIGN INTENT AS IS REASONABLE WITHOUT ADDITIONAL z MvEwAy 0 EXPENSE TO THE OWNER. En x X ALL NEW FURNISHED PALMS AND TREES SHALL BE PLUMB VERTICALLY AT THE TIME THEY ARE fy fx INSTALLED TO WITHIN A TOLERANCE OF 3 DEGREES FROM VERTICAL. TREES FOUND NOT TO BE X co VERTICALLY ALIGNED WILL NOT BE ACCEPTED. 12. IT SHALL BE THE CONTRACTOR'S FINANCIAL RESPONSIBILITY TO PREVENT PLANTS AND TREES —0-6, lip FROM FALLING OR BEING BLOWN OVER AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO 12' CLF INADEQUATE GUYING OR STAKING AT NO ADDITIONAL COST TO THE OWNER. r: t, r 13. ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED 1P, x 0 AND DURING THE PLANTING TIME PERIOD UP TO FINAL ACCEPTANCE BY OWNER. 01, x 00 !JX 14. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT OR DISCREPANCY IN PLANS -PRICIR TO PERFORMING ANY WORK IN THE AFFECTED AREA. Ln fi 15. CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED X1 IV E MATERIALS AND RUBBISH FROM HIS CONSTRUCTION. 2- Cn a U) U) W 0 a_ 41 < I I 16� AU SHR(BS AND SIOD SHALL BL GUARANIIEED FOR NINETY (90) DAYS AFTER FINAL 0 0 0- ACCEPTANCE F3Y OWNER. ALL TREE�-_.) SHALL HE GUARANTEED FOR ONE (1) YEAR AFTER FINAL < A ACCEPTANCE B( OWNER. Cff --------- 17. OWNER AND HIS LANDSCAPE ARCHITECT SHALL MAKE WEEKLY INSTALLATION xi A OBSERVATION/DIRECTICIN VISITS. THE CONTRACTOR SHALL UTILIZE THESE VISITS TO ASK QUESTIONS REGARDING THE INSTALLATION OF PLANT MATERIALS. E E 18. FINAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE P ED/IN ALLIED LANT ST 0 w C -C 2 CORRECTLY. CONTRACTOR WIILL REQUEST A FINAL INSPECTION BY WRITTEN LETTER TO OWNER D X AN Z S 2 C 'v co LANDSCAPE ARCHITECT. -Q �x 0 0 "'4 �C 19. CONTRACTOR WILL BE NOTIFIED BY LETTER OF FINAL ACCEPTANCE WITHIN TEN DAYS AFTER FINAL INSPECTION OR TEN DAYS AFTER REINSPECTION SHOULD THE LATER BE NECESSARY. -4- N, 7- V) 20. UPON FINAL NOTICE OF FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCE AND THE GUARANTEE/WARRANTY PERIOD BEGINS. )4 O'i t 0 co W < _j �j x 0 D_ CL �x (N CN CN U) < Gate T < UJ 0 0 z < 0 0 SPACING VARIES SEE PLAN/SCHEDULE 3� Z L _J < 6 Ld 0 a. 0 U) JLX_ Ld Ix ....... 3" MULCH LAYER _F (on J \-16' Cone. Wall) < UJ u 09 C) o- U) < c) L BACKFILL MIX z - - - - - - - - - - - - U) < 5' CLF z _x—x—x'-tZ�x' E X =-- —" — —W.K— — -,f Lij Cr _j ORW O-FTW _�L �_, � - = < 0 V 44 — — — MIN. W.M. J 5 OHW 5ew N�� UJ l__ ------ TYPICAL SHRUB PLANTING 5 OHW 5 OHW 5 OHW 5 OHW 5 0 5 OHW 5 OHW H W '5 OHW _j - 5 OHW CD 5 OHW 5 OHW 7 N. T. S. 5 @HW OHW_�- 50HW z 0 high Conc. Blockl�wcfll —110" Ell C. 0 0 W z W U) _j Florida Power Corporation 3: