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2760 GULF TO BAY BLVD�SEAEN�� 99�ATEp��o� APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PLANNING DEPARTMENT (727) 5624741 _...DATE 'RECE A non - refundable filing fee of $10.00 is required. Permit applicable for6 motsfrrrte of ad t� 1 ! `t.r' In accordance with the Community Development Code, I hereby'ap'ply for permit to land '4olec d property described below. 1. Location of Property: 2: Project Name: I) �/ �A 1242dz (_Zd" "' 3. Purpose of clearing and /or grubbing: (New Construction 4. General description of existing vegetation, ditches, canals, and swales) 5. Proposed method of debris disposal b. Date you plan to begin work 7. Proposed method of soil erosion control and /or grub the m 3 ❑ Demolition ❑ Tank Removal ❑ Other and surface water (including all existing and /or proposed I � C 8. ❑ No -Tree Verification Required ❑ Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Sl gno ture of Owner Owners Representativeness Printed Name City State Zip Representatives' Firm Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE Land Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied Signed � J - Date: City Manager Designee CLEARWATER Brian J. Aungst, Mayor Frank Hibbard, Councilmember Hoyt Hamilton, Councilmember Bill Jonson, Councilmember Carlen A. Petersen, Councilmember 1362- 0002 -GC White - Planning Department Yellow - Applicant 5-04 G t 0 99w rE �� CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER u% / AS 7� y N SITE ADDRESS PHONE 4 190 OWNER'S ADDRESS LOCATION OF TREE(S) ON LOT SPECIES AND NUMBER OF TREE(S) 3 TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. ];t`-lilydi O Declinir U Dead- ,. Fee Recd. $ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1"=50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces J. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities Q.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (i1.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain Intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - Identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation fro a pe mitt Issu shall r der it null and void and be considere a violation ;7,J,4,r7 Community Development Code. Signature of owne r applicant Printed Name Add ss Agency Representing OCL # City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manag r or his Desig ated Agent • ►l► NO D N D m Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted f Approved- Modified as Noted Above ❑ Denied .. Signed: �` '°'�°"{" —. Date: Z_ Community D�velopme t Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC white - Planning & Development Services Yellow - Applicant Rev. 2-03 i "jos p , 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 FAMILY INTEREST, THE INC. 2141 MAIN ST. STE N DUNEDIN, FL 34698 -5698 RE: 2760 GULF TO BAY BLVD Dear Property Owner: Compliance Notice CDC2008 -02190 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. „ A Inspector Signalute DATE MAILED: 10/27/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r :\Forms \CDC_CompIiance- Tree.rpt FAMILY INTEREST, THE INC. 2141 MAIN ST. STE N DUNEDIN, FL 34698 -5698 RE: 2760 GULF TO BAY BLVD Dear Property Owner: CDC2008.02190 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 you must Install 2 missing Crape Myrtle trees along the North perimeter of ,property. Install 3 missing live oak trees along the East perimeter of the property. Install 5 missing Sabal Palms trees along Gulf to Bay Perimeter. Replace missing and dead Lirope, Agapanthus, small leaf Confederate Jasmine, Dwarf Yaupon, and Indian Hawthorne in the Gulf to Bay perimeter landscaping bed. Replace 1 declining and 2 missing Live Oak trees in the long interior Island. Replace missing and dead Dwarf Confederate Jasmine, Oleander bushes, and Indian Hawthorne in interior. islands. Mulch any and all landscaping beds on the property according to Section 3 -1204 Part B. No further action is required on your part if the violation is corrected by August 29, 2008. 36 44, .-S °moo c „ 2 ( 5-1- 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 questions concerning this matter, or if you need any additional information, please do not hesitate to contact City of Clearwater Planning Department. _ A n [\ Inspector S w -� � (v-L t l w tM9 sV- Z�) 312 ceN t-6, C DATE MAILED: 7/29/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 re rAForms \CLW CourtesyUrCDC. rpt CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE r��wr;'•. POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 Courtesy Notice Al Planning Department FAMILY INTEREST, THE INC. 2141 MAIN ST. STE N DUNEDIN, FL 34698 -5698 RE: 2760 GULF TO BAY BLVD Dear Property Owner: CDC2008.02190 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 you must Install 2 missing Crape Myrtle trees along the North perimeter of ,property. Install 3 missing live oak trees along the East perimeter of the property. Install 5 missing Sabal Palms trees along Gulf to Bay Perimeter. Replace missing and dead Lirope, Agapanthus, small leaf Confederate Jasmine, Dwarf Yaupon, and Indian Hawthorne in the Gulf to Bay perimeter landscaping bed. Replace 1 declining and 2 missing Live Oak trees in the long interior Island. Replace missing and dead Dwarf Confederate Jasmine, Oleander bushes, and Indian Hawthorne in interior. islands. Mulch any and all landscaping beds on the property according to Section 3 -1204 Part B. No further action is required on your part if the violation is corrected by August 29, 2008. 36 44, .-S °moo c „ 2 ( 5-1- 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 questions concerning this matter, or if you need any additional information, please do not hesitate to contact City of Clearwater Planning Department. _ A n [\ Inspector S w -� � (v-L t l w tM9 sV- Z�) 312 ceN t-6, C DATE MAILED: 7/29/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 re rAForms \CLW CourtesyUrCDC. rpt $13- 73 - �Q 30 4,1W na n a l 1.30 �'Jv'- 50 1 I �n U, J rye c o� ,.S1(4.1I�S_��s5�� s�Got f-, 1o.A— C L -�--� - Cam! ld p `a�/Cn• wSl. (.lea V= `- JW`` - A j 9 A-7(�(e/�G�L�.i!1`G"t'% - _ ! uck t �("ap (R I 'i Vtk fo 7z F61 Aljl(cucel5S��_ -eve C�--c— r S 1 1 PORTANT MESSAGE FOR (/ DATE TIME A M OF PHONE &i a AREA�� ---ppp�� NUjv18ER - f7a () ION f,�i1081LE � D 1r �J AREA CODE NUMBER TIME TO CALL TELEPHONED PLEASE CALL �C CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE- 1117, � �� -1 0 SIGNED �f i FP M -:i' TT &ASSOCIATES PHONE NO. : 813 287 2392 Nov. 24 2004 12:50PM P1 r Wyatt ' Deal Estate �v Se - vices. Inc. II Commercial Real Estate T0; FO &VI NUMBER OF PAGES: FACSP4f LE ,rN70 RMA TION TRANSMISSION SHEET RE:N�AIZICS: IF TRANS-,yIYSSION DOES NOT COME THROUGH CLEAR, PLEASE CALL 9t3- 787 -0700 OR FAX 813- 237- ;392 ROM :---AIYATT &ASSOC I ATES Wyatt Real Estate Services, Inc. Commercial Real Estate November 24, 2004 PHONE NO. : 813 287 2392 Nov. 24 2004 12:50PM P2 Clearwater Development Services Mr. Rick A1bee 100 S. Myrtle Ave. Clearwater, Fl. 33756 RE: 2760 Gulf to Bay, Bank & Retail Dear Rick: Per our meeting yesterday and to follow is the detail for the tree analysis. The following trees were rated by Matthew r. Kennedy, Certified Arborist to have a rating of Three (3) or better: TAG Num, DBH 1. 548 28" This tree will stay 2. 549 24 3, 550 23 4, 533 18 5. 585 13 6. 590 12 7. 598 12 8_ 599 18 9. 601 10 10.606 12 11.607 25 12.601 14 13.613 30 14.617 16 15.621 12 16.630 16 17-635 10 18,636 15 19.637 10 20.649 24 21.653 16 22.659 24 23,666 35 24.667 15 25.675 20 1211 Westshore Blvd. Tampa, FL 33607 Phone: (813) 287 -0700 Fax: (813) 287 -2392 Email: wyattrealestate0 aol.com rAOM :`C ATT &ASSOCIATES PHONE NO. : 813 287 2392 Nov. 24 2004 12:51PM P3 26,679 27. 682 28.689 29.690 30.694 31.695 32.696 33,698 Total 18 14 31 13 1.5 16 18 14 591 inches Total inches Less tree saved Less trees brought in w note Net Xnch Total Factor Fee due city NOTE "N' 591 -28 ,154 IA 'W x— 4 $7,392.00 Quanity Name DHB Total bHB 2 Dahoon Holly 2 4 �@ 28 Crepe Myatle 2 56 12 Ligusavm Treeform 4 48 4 Magnolia 4 16 3 Slash Pine 2 6 43 Line Oak 4 172 17 Cabbage Palm 1 17 20 Red Maple 1.5 30 20 Pond Cypress 1.5 30 20 Swamp Tupelo 1.5 30 Total 409 I believe I figured this out the way we discuss however if I am wrong or there is another way to save money please let me know. Si , Paul Wyatt f1 WYATT REAL ESTATE SERVICES TREE INVENTORY PROPERTY LOCATED ON GULF -TO -BAY CLEARWATER, FLORIDA MAY 7, 2004 PREPARED BY: KENNEDY TREE SERVICE, INC. 4 MAY 4 7 2UU4 PLANNING DEPARTMENT CITY OF CLEARWATER Matthew J. Kennedy, I.S.A. Certified Arborist FLS200 o�a�co two 41r-& V Fz) 159 WYATT REAL ESTATE PROPERTY GULF -TO -BAY, CLEARWATER, FLORIDA TREE INVENTORY AND GRADING MAY 6, 2004 GRADING SYSTEM: 1= WORST 5 =BEST Prepared by: Kennedy Tree Service, Inc., 1407 Turner Street, Clearwater, Fl 33756 (727) 449 -9364 Matthew J. Kennedy, I.S.A. Certified Arborist Thomas Meiklejohn, I.S.A. Certified Arborist TREE SPECIES TREE TAG # DBH (inches) CANOPY (ft.) RATING (1 = WORST, 5 = BEST) Live oak 548 28 78 4 Laurel oak 549 24 70 3 Slash pine 550 23 35 3 Live oak 551 12 26 2 Laurel oak 552 20 40 2 Live oak 553 18 50 3 Water oak 554 8 24 1 Water oak 555 8 20 1 Camphor 556 16 20 1 Camphor 557 8 23 . 1 Wyatt Real Estate Property Tree Inventory - Page two TREE SPECIES TREE TAG # DBH CANOPY RATING 0 = WORST, 5 = BEST) Water oak 558 8 - 20 1 Hickory 559 14 25 2 Hickory 560 14 27 2 Water oak 561 10 20 2 Hickory 562 13 24 2 Hickory 563 15 15 1 Water oak 564 8 20 1 Water oak 565 8 20 1 Water oak 566 8 21 1 Hickory 567 17 39 2 (girdled) Water oak 568 8 15 1 Water oak 569 8 15 2 Water oak 570 8 16 2 Pine 571 15 43 1 (dead) I�( Wyatt Real Estate Property Tree Inventory - Page three TREE SPECIES TREE TAG # DBH CANOPY RATING (1 = WORST, 5 = BEST) Water oak 572 9 15 1 Water. oak 573 9 18 1 Water oak 574 18 40 2 (hypoxylon canker in limb) Water oak 575 16 23 1 Live. oak 576 24 36 2 Live-oak 577 17 28 2 Water oak 578 10 28 2 Live oak 579 12 39 2 Pine 580 17 40 2 Water oak 581 8 18 2 Water oak 582 10 26 2 Live oak 583 13 34 2 Live oak 584 18 43 1 Hickory 585 13 34 3 I �1 Wyatt Real Estate Property Tree Inventory - Page four TREE SPECIES TREE TAG # DBH CANOPY RATING (1 = WORST, 5 = BEST) Hickory 586 9 20 2 Hickory 587 13 31 2 Water oak 588 10 30 2 Water oak 589 13 24 1 Live oak 590 12 38 3 Water oak 591 12 30 2 Slash-pine 592 14 28 2 Water oak 593 10 24 1 Water oak 594 13 36 2 Live oak 595 14 30 2 Slash pine 596 15 40 2 Live oak 597 10 20 1 Pine 598 12 26 3 Pine 599 18 33 3 Wyatt Real Estate Property Tree Inventory - Page five TREE SPECIES TREE TAG * DBH CANOPY RATING (1 = WORST, 5 = BEST) Water oak 600 15 27 2 Slash pine 601 10 21 3 Live oak 602 8 18 2 Live oak 603 11 16 1 Live oak 604 13 18 2 Slash pine 605 19 30 1 Water oak 606 12 24 3 Live oak 607 25 38 3 Water oak 608 17 30 2 Live oak 609 9 25 2 Water oak 610 14 36 3 Water oak 611 10 24 2 Chinaberry 612 18 38 1 Live oak 613 30 46 3 iy Wyatt Real Estate Property Tree Inventory - Page six TREE SPECIES TREE TAG # DBH CANOPY RATING (1 = WORST, 5 = BEST) Water oak 614 14 40 2 Water oak 615 9 26 2 Sweet bay magnolia 616 21 32 1 Slash pine 617 16 24 3 Water oak 618 10 20 1 Water oak 619 15 42 2 Slash pine 620 20 26 2 Live oak 621 12 34 3 Water oak 622 10 15 1 Live oak 623 8 25 1 Live oak 624 10 25 2 Live oak 625 13 22 2 Live oak 626 8 20 2 Live oak 627 8 15 1 Wyatt Real Estate Property Tree Inventory - Page seven TREE SPECIES TREE TAG # DBH CANOPY RATING (1 = WORST, 5 = BEST) Live oak 628 8 15 1 Live oak 629 8 16 1 Slash pine 630 16 44 3 Water oak 631 12 20 1 Water oak 632 13 26 1 Live oak 633 9 23 1 Live oak 634 10 25 1 Water oak 635 10 35 3 Live oak 636 15 36 3 Laurel oak 637 10 30 3 Camphor 638 10 15 1 Camphor 639 8 15 1 Camphor 640 11 35 2 1� Wyatt Real Estate Property Tree Inventory - Page eight TREE SPECIES TREE TAG # DBH CANOPY RATING U = WORST, 5 = BEST) Hickory __. _ ._ _ _ 641 _ 10 _ 15 2 Hickory 642 8 15 2 Sweet bay magnolia 643 13 24 1 Hickory 644 16 1 30 1 Camphor 645 15 30 2 Camphor 646 23 40 1 Camphor 647 12 34 2 Live oak 648 19 30 2 Live oak 649 24 60 3 Camphor 650 21 40 1 Hickory 651 10 20 2 Water oak 652 10 22 1 Live oak 653 16 40 3 1 `I Wyatt Real Estate Property Tree Inventory - Page nine TREE SPECIES TREE TAG ## b8H CANOPY RATING (1 = WORST, 5 = BEST) Live oak 654 9 25 2 Laurel oak 655 11 26 2 Water oak 656 10 24 1 Water oak 657 14 24 2 Live oak 658 12 36 2 Live oak 653 24 56 4 Water oak 660 10 30 1 Water oak 661 10 30 1 Live oak 662 11 31 2 Laurel oak 663 18 36 2 Live oak 664 10 12 1 Water oak 665 22 36 2 Live oak 666 35 52 3 Water oak 667 15 34 3 M Wyatt Real Estate Property Tree Inventory - Page ten TREE SPECIES TREE TAG # DBH CANOPY RATING (1 = WORST, 5 = BEST) Water oak 668 11 33 2 Water oak 669 8 20 1 Water oak 670 10 20 1 Water oak 671 8 20 1 Water oak 672 10 15 1 Live oak 673 13 26 1 Water oak 674 13 30 2 Water oak 675 20 40 3 Water oak 676 11 25 1 Water oak 677 8 20 1 Laurel oak 678 18 30 3 Water oak 679 14 21 1 Water oak 680 9 20 1 Water oak 681 10 20 1 14 Wyatt Real Estate Property Tree Inventory - Page eleven TREE SPECIES TREE TAG # OBH CANOPY RATING 1 = WORST 5 = BEST) Indian Rosewood 682 14 36 3 Water oak 683 9 20 1 Slash pine 684 16 2 1(basically dead stalk) Water oak 685 20 30 1 Sweet ba y ma nolia 686 14 30 1 Water oak 687 14 20 2 Live oak 68B 19 30 2 Live oak 689 31 1 40 3 Slash pine 6903 13 30 3 Water oak 691 56 58 2 Water oak 692 8 20 1 Live oak 693 32 46 2 Slash pine 694 15 20 3 Slash pine 695 16 28 3 iy J Wyatt Real Estate Property Tree Inventory - Page twelve TREE SPECIES TREE TAG # DBH CANOPY RATING (1 = WORST. 5 = BEST) Slash dine 696 18 40 3 Water oak 697 12 24 2 Water oak 698 14 35 3 Water oak 699 8 20 1 Sweet bay magnolia 700 8 24 2 3196 NOTE: 3243 32.92 32.42 a S h a a r k i n g cave r e d p a r k i n g 7 32.68 3169 3.13 2.4 A 31V RCP WATER MAIN EXISTS WITHIN THE ST. 10" /-32.32 32.29 37-61 DR MNAGE WITH THI 5 ARE 0 r e It e n ti o n p o n d PETERSBURG EASEMENT SHOWN HEREON. CONTRACTOR, RIM ELEV 35.20 33.7 DR MNS 114TO EX TIN G. INLE 3Z96 26.71 SHALL USE EXTREME CARE WHEN WORN3NG WITHIN THE ad INV E 29.23 33,15 post .19 16-wat dine 33:25" EASEMENT AREA. 1�5 34.20 33.5 CL (typic 1) mar er 3 .50 INV 24.85 3446 33. 3342 32.11 N.25 3 .99 / 33.75 E2 33. 2 -52 1 �33 P. 34.04 -33.75 316 3 33.79 GRkTE ELEV = 31.78 - 6.6 conc curb T 313 I P 2 . . ...... 3ZI 2�2_ _Qpproximqte toe of _a1cP_e -28.4 27.15 RIM ELEV 30.13 -28.5 INV E = 24.03 36"11 Z 34'x5 R.C.P- INV SW 23.97 approximate top of bank if `1�1_ II - L=W.8M X8 3.17 6 mamoso 31.9 31.0 48"R.C.P. 33.4 1/2. L 14 FIR 1/2' 1-32,45 N.89*46 01 E. XD /36 .00 RIM V 32.18 FIR LEGAL DESCRIPTION: 32.2 LB#261 0 32.14 30.8 INV W 25.29 U. T.Al. ___1 30-8 319 30.9 INV NE 25.83 RLS#2311 PARCEL NO. 1: BEGINNING AT A POINT OF 110 YARDS NORTH AND 110 YARDS WEST OF THE SE CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E. AND RUNNING THENCE WEST 110 YARDS; THENCE SOUTH 110 YARDS, THENCE 35.5 327 U. T. U. 125.63' $.89*46 01 W. 300.00 EAST 110 YARDS, THENCE NORTH 110 YARDS TO POINT OF BEGINNING; LESS: THE E. 30.00' THEREOF, AND LESS: THE S. 50.00' --THEREOF-FOR`RIGHT:�OF--WAY-FOR`GLJLF-TO-SAY-BOULEVARr(STATE-ROAD-60);--ANYCESS-7AN-EASEMENT-GRANTED70-PINELEA"AIM- 28.7 CO., A FLORIDA CORP., BY H. L, McMLILLEN, ET UX., DATED FEBRUARY 24, 1930, FILED ON FEBRUARY 3, 1954, IN DEED BOOK /"J2 29.9 /28.6 327 30.82 1Z 1465, PACE 105, PINELLAS COUNTY RECORDS, (ASSIGNED TO CITY OF SL PETERSBURG BY ASSIGNMENT DATED DECEMBER 4, 1940, 9 3LO3 Cn 9' 23' 11" 0 RECORDED IN DEED BOOK 1465, PACE 105) GRANTING PERPETUAL EASEMENT TO CONSTRUCT, OPERATE AND MAINTAIN WATER MAINS break IN INV NE 23.57 VCb 4 0 0 29.9 FOR DISTRIBUTION OF WATER, 50.00' WIDE, AS FOLLOWS: "ACROSS THE SE 1/4 OF NW 1/4, LESS 4 ACRES IN THE SW CORNER 7-e grade INV S 23.87 29.6 28.9 5 -190- RIM ELEV 30.10 128,9 �approximate toe of slope MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST QUARTER-SECTION LINE OF SECTION 030. 30.5 2&9 Lj Is;, 51 1 17, 707.0' MORE OR LESS WEST OF THE CENTER LINE OF SECTION 17, THENCE N. 36-09-30- E. (TRUE BEARING) 1,184.00- 13" Y/ MORE OR LESS TO A POINT ON THE NORTH AND SOUTH QUARTER-SECTION LINE 950.00' MORE OR LESS NORTH OF THE CENTER OF LINE BEARING DISTANCE 13" 5' 0 15' 29.9 retention L5 IN 89'45'09"W 12.86' 0 CONTRACTOR TO SAW CUT AND 4EMOVE !0 0 28.7 4. 293 SECTION 17, TOWNSHIP 29 S, RANGE 15 E, LYING AND BEING 20.00' IN WIDTH ON THE WEST SIDE AND 30.00' IN WIDTH ON THE L6 N 02'33'26"E 8.42' 32J 317 ;2 & 29.6 211 EAST SIDE OF THE ABOVE-DESCRIBED UNE. 13.53' EXISTING ASPHALT, BASE, ANP/CURBING V L7 N 82*57'58"E 28.�, ON) 0 ONTRACTOR TO SEEVENERAL, area 12" 28.8 0 PARCEL NO. 2- THE EAST 30.00' OF THE FOLLOWING DESCRIBED TRACT, TO VAT. BEGINNING AT A POINT 110 YARDS N AND 110 L8 S 72*,36'04"W 15.35' TO THE PROPERTY 1_4& TION NOTE # 20 ON 28 . i ALL TREES WITHIN THE PROPERTY 0 0 14" 27" 28.9 28.3 INFORMATION 9 29.8 YARDS W OF THE SE CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, AND RUNNING THENCE L9 N 7014*1 3"E 19.03' �2.7 1 29.8 29.2 0 SHEET C01 FOR PIPE REMOVAL. W 110 YARDS; THENCE S 110 YARDS; THENCE E 110 YARDS; THENCE N 110 YARDS M POINT OF BEGINNING; LESS: SOUTH 50.00' L10 N 82*1 547"W 28.52' 22" BOUNDARIES SHALL BE REMOVED EXCEPT' Ir 28.4 L11 N 86'58'22"E 37.40' 1 5.7 0 4 ,,,age 10 5" 1 top of bank THEREOF FOR RIGHT-OF-WAY OF GULF TO BAY BOULEVARD (STATE ROAD 60). 32.7 AS NOTED HEREON OR AS SHOWN IN THE 16** JD -3 drainage 28. 13 4 0 26.4 ajNq 01\ ILI 2 N 72'51'12' E 34.93' 1 JD2-5 he 2 32.94 9 207 19 5T PARCEL NO. 2A. THE W. 30.00' OF THE FOLLOWING DESCRIBED TRACT, TO WIT: BEGINNING AT THE SE CORNER OF THE SE 1/4 LANDSCAPE PLANS. L & 28.7 L13 S 86*46'32"W 15.09' 5 2&3 28. 6 %.7 283 2? Cb 9.0 N 73*47'1 4-"E 24.16' S.W.F.W.M.D./A. 5.6 JO 5 29.6 2 �6.0 OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S. RANGE 16 E, AND RUNNING THENCE N. 110 YARDS; THENCE W. 110 YARDS; L1 4 31,0 E. 29.03 l?5.6 25�9 t \1 THENCE S. 110 YARDS; THENCE E. 110 fARDS M A POINT OF BEGINNING; LESS: SOUTH 50.00' THEREOF FOR RIGHT-OF-WAY OF L15 S 88*45*36"W 11.74' 1 .0 10"1& 9'. 27.2 28.6 V9., JURISDICTIONAL LINE � ./ INV = 2180 111 15 %.7 GULF TO BAY BOULEVARD (STATE ROAD 60). L16 S SC30'110I 13.17' NO WORK SHALL TAKE PLACE OUTSIDE 0 < k 1\1Q? 0 0 /10 0 29.8 -28.2 1 29.0 0 LO 285 28.5 / I = 27.90 L17 N 87'59*43"W 12.47' PROPERTY BOUNDARIES UNLESS SHOWN 10" 2&4 INV L18 S 62'27'04"W 11.28' 1 4 29.2 01-40 LO 0 LESS AND EXCEPT RIGHT OF WAY AS DESCRIBED; WITHIN THESE CONSTRUCTION DOCUMENTS. 0 29.7 0 8- 29.5 10" AS -39 2T8 L19 S 64*05',31"W 12.49' 8.2 28.2 29.3 0 011, < A 15" / 28.9 13" 9 29 2974 THAT PORTION OF THE SE 1/4 OF THE SE 1/4 OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 1- PINELLAS COUNTY, L20 N 85*08'54"W 14.22' 29.6 2117 13 2-5.7 L52 0 0 13 -4- 0 0 FLORIDA, BEING DESCRIBED AS FOLLOWS: L21 S 86*13'35"E 9.86' 26.7 A27.8 29.1 0 29.0 29.2 9. 28.8 L22 S 61'1,3'22'W 34.52' 9 0 1-43, 21,1 050 COMMENCE AT A DISK MARKING THE II CORNER OF THE NW` 1/4 OF SAID SECTION 17; THENCE S. 0*481 E. 2,667.38' ALONG L23 N 71'01*27"E 29.67' 7" 0 2&1 w e 26.B 29.0 Je I 29.7 �,? n d s 25.31 14" 5R THE EAST BOUNDARY OF SAID NW 1/4 TO THE SE CORNER OF SAID NW 1/4 SAID CORNER BEING ON THE SURVEY LINE OF SR 60; L24 S 8 21.08' 27.9 0� 29.7 2A 8*1 6*54"W i27 27.8 �261 29.3 THENCE S. 89'17'05* W. 300.00' ALONG SAID SURVEY UNE; THENCE N. 0*48'06" W. 50.00' TO THE SOUTH LINE OF A L25 N 88*44'35"E 19.31 10" 30.2 30.3 • 10.00' EASEMENT PER O.R. 5950, PAGE 51, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING; L26 S 67*40'33"W 18.24' .315 0 1011 10 0 28.1 0 THENCE S. 89'17'05* W. 360.00 FEET ALONG SAID SOUTH LINE TO THE WEST LINE OF SAID EASEMENT, THENCE N. 0*48'06" L27 N 69*35'24"E 19.13, 7" 0 2&8 47 • 0 0 8' 4f 27.6 1 k 1 0 W. 10.00 FEET ALONG SAID WEST LINE M THE NORTH LINE OF SAID EASEMENT, THENCE N. 89*17'05" E. 294.99' ALONG SAID L28 S 54*40'06"E 29.12' C�L8 300 13" 08", 2 5. 0 29•0 NORTH LINE. THENCE N. 0*4255" W. 10.00% THENCE N. 89*17'05" E. 50.00'; THENCE S. 0*42*55" E. 10.00' TO SAID L29 S 02*42'39"W 26.77' 0 810" < 1" 29.3 ��o ok 11 X2-2 NORTH LINE OF SAID EASEMENT, THENCE N. 89*17'05' E. 15.01' ALONG SAID NORTH LINE TO THE EAST LINE OF SAID L30 N 28*30'08"E 21.68' 6" 0 �� 29,80 0 110 0 0 2&6 1 jo, 32.2 0 40, 13 28.7 27�9 4 256 ,,28.1 IT'/ 11. EASEMENT, THENCE S. 0*48'06" E. 10.-^ ALONG SAID FAST LINE TO THE POINT OF BEGINNING. LESS EXISTING RIGHTS-OF- L31 N 75-22-25-W 21.58' 0 k 6.1 Q 29.65 0 c; 0 29.6 WAY. C11j 31.8 28.9 L32 N 44*1 8'50"W 19.31' 29.2 0 0 '28.9 L33 5 65*32'25"E 28.70' 30.1 JD I-36 S.W.F.W.M�DJA.C.O.E. 4' ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: o L34 N 43'50 °19 "W 0 0* JD21 281 27.5 JURISDICTIONAL LINE 6 5" CID 26.53' �2.7 6.5 51 +r" . / Ci 28.4 10 CD L.35 N 01*30'04�"E 11.78' 32.3 5" 0 0 or is., / 2&8 29.9 L36 S 19*04'49"E 18.53' 1 0 31.5 R, / � I L44 A TRACT OF LAND LYING WITHIN THE _NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, 3L5 Iq , 2 FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 5" 30.8 6 0 0 L37 S 29*04'52"E 12.61' 1 0 6" {6° 0 29.6 16 '8.9 6" • L38 S 46*1 5'02"E 30.60' 1 19 9' 6" /9, 0 1 1 COMMENCE AT THE CENTER OF SAID SECTION 17, THENCE N00'19 21 "W, ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF D QD 0 C�1.4 929.0 L39 N 27*15'57"W 22.47' 0 6 - 03 (�O.O 29.9 28.5 9" SAII E 0 193�L512" -,/ Q3 0 Lo JDI-44 SECTION 17, FOR 330.00 FEET, THENCE S8946'01"W, ALONG A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE L40 N 63*46',30'E 13.05' 0 1 32.6 '01 28LO 2&4 0 26.9 OF THE NORTHWEST 1/4 OF SAID SECTION 17, FOR 300.00 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT ,�� i,?- L41 S 12'10'49 "E 48.32' 25.4 9. 1-0 310 1 32,113" 13" 4o- 10" 10" 1 ?9.7 330.00 FEET NORTH OF THE SOUTH LINE OF THE NORTHWEST 1/4 AND 300.00 FEET WEST OF THE EAST LINE OF THE NORTHWEST 1/4 L42 N 31'14'25"W 13.2 0/0 lb 0 286 \25.3 12' OF SAID SECTION 17, THENCE S0019-21-E, ALONG A LINE 300.00 FEET WEST OF AND PARALLEL TO SAID EAST LINE, FOR L43 N 17'12'49 "W 39.26' E C114 16 1. 31.3 30.7 1114 10, C�7.8 2 0, -1 a 27.3 270.00 FEET TO THE POINT OF INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF GULF-TO-BAY BOULEVARD (STATE ROAD 60), 5" 15" 0 L44 S 84*53'28"W 30.37' 1 1 026.9 AS RECORDED IN OFFICIAL RECORDS BOOK 6750, ON PAGE 808 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THENCE 0 0 \ •r B"', T./ ALONG SAID RIGHT-OF-WAY LINE, 7IIE FOLLOWING COURSES, (1) THENCE S89-46'01-W, FOR 15.01 FEET, (2) THENCE L46 N 49*50'16"W 18.23' 28.8 %.5 d L45 N 83'25*24"E 15.57' 25.5 C\2 29.0 CQ E 288 J9 CONTRACTOR TO PROTECT THESE TREES 2" 27!T- Z51 & 28.8 N00-13'59"W, FOR 10.00 FEET, (3) THENCE S89.46 01-W, FOR 50.00 FEET, (4) THENCE S00-13'59-E, FOR 10.00 FEET, L47 N 73*54'11"E 38.51 Lj_ DURING CONSTRUCTION IN ACCORDANCE/ 7.7 0 022 6. 9 q83 I - .15 1 a� - ;I Q 28.8 J01-34 0 0 (5) THENCE S89-46'01"W, FOR 294.99 FEET TO THE POINT OF INTERSECTION WITH A LINE 660.00 FEET WEST OF AND PARALLEL - E ,DI -33 2&3 JDI-9241" CI - 28.2 31: L48 N 33'35'23"W 39.10' WITH '61TY OF,, 28.4 L25 27.8 W TO AFORESAID EAST LINE, THENCE NOO*19'21"W, ALONG SAID PARALLEL LINE, FOR 270.00 FEET TO THE POINT OF 0 1 -1 _9LEARWATER'S CODE. 27�*�_ 5!-45 27.91 13- 29.7 1-0 L49 S 30'25'28"E 16.51' X 32.6 2110 6 9Nr 29.66 INTERSECTION NTH A LINE 3,30.00 FEET NORTH OF AND PARALLEL TO AFORESAID SOUTH LINE, THENCE N89*46'01'E, ALONG Q) 0 0 25"- N 451 9'25"W 15.25' Q) 31.8 11" J01-31 ro 2M 0 0 L50 9'51"E P AX C E L DI-32 �273 � � - 28.5 SAID PARALLEL LINE, FOR 360.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.22 ACRES, MORE OR LESS. L51 S 28'0 15.81' 2 0 28.7 L21 28.6 1 E It 11"7 3 12" -1 L52 N 81'55'08 "E 15.73' 2.4 30.8 I�LO a�� -�2 7. 2 101-10 0 2&0 \25., 0 29.7 9 L53 N 11*36'57"E 11.86' 0 C�2.5 27. 5 24.9 SURVEYOR'S NOTES: GO L_ -12 Q' )� I \ 15" ' 67 3'.76" 101 194 2&5 0 23.68' 119 6" 28.8 29.0 0 L55 S 07'26*1 4"E 43.73- 9 305 7" 9 3 3 27. 24. 10, '�O 2 1. FIELD BEARINGS SHOWN ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF GULF-TO-BAY BOULEVARD AS BEING S.89-46'O1-W.(D&F). 0 L54 S 00'17'22"E 9" J)1-30 1 27. 0 _5 0b 01 0 29.3 ---27.7 S.W.F.W.M.D./A.C.O.E. I 0 f2 CD 156 N 10'53'31"W 29.59' 0- 33.1 32.4 308 30.6 JD1-14 8"/ 0 2- NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. � I L20 MI-13 JURISDICTIONAL LINE I L57 S 78*49'47"W 29.40' 0- S.W.F.W.M.D./A.C.O.E. -4.9- - �28_3 23. 28.8 0 1-8 27.4 5" 8. ♦ 01 --1. __ 5 "1 3 217 3 L58 N 8211 '59"E 13.89' - 29.1 25 27.7 0, 0 CAST IRON C:> Ri�LSDICTIONAL 11 II� E JOI-2;7( �,A'l 4( 028.1 d t1c b 28,1 24 28.6 DRAIN PIPE 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, L59 S 84*33'21"W 15.00' 303 16 JDI-2 28-! 1111 - ----/ _ _ % S IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON 9.0 C� L60 N 271 0'0,3"W 17.00, N .89*40'39"'E� 2.38' /L7 6 5 0 V, 6- 16" 47 16' UTILITY PROVIDER ATLASES ANDASIBLE FACILITY EVIDENCE. 'O - / / 28.3 29-6 2 0 • 0 0 %.3 30.0 L61 N 09-59*45"W 12.00' �4 vi, 00 31 E 1. 1 0 29.2 INV 29.75 4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL 13E AT JDI-26 Z. 2110 C:) 0 28.5 L62 S 70*21'47"E 10.00, 0 3ZI J01-25 r_\ 5/ L63 S 16*50',W'E 17.53' 13 k_5B I �2& 26%, 30.0 approximate toe of slope (typical) -P, '1, 9.4 THE RE-USERS SOLE RISK AND WITHOUT LIABILITY M THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY 1 31.1- L17 �'z 0 L64 S 85'31'34"E 12.71' V 30.2R. XI-20 24- 23j) 1 :!!�4 0 30.2 -Z IS 27.2 28.5 RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 0 v7> approximate top of bank (typical) 14" / 29.5 2 00 L13 30.7 30. 4 to _7 L 1 5 30.0 29.6 t 1� \ .27.0 0� 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. E JDI-23 31,7 28.2 27.8 16' Ci 31. 9219 U57 T'r X2 30.1 0 2T5 28.3 6. THE SITE APPEARS FO Cc IN FLO07• ZONE X. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE 35.84 31.3 31- ,4 10 17 6- 77�6 29.5 > 32.1 . �I \ \ 261 5" 7"/ 9. RATE MAP, COMMUNITY PANEL NUMBER 125096 0017 D, DATED AUGUST 19, 1991. POLARIS ASSOCIATES, INC. AND THE -C G 31.4 30./ b 11, SIGNING SURVEYOR HEREON ASSUMES NO UABILITY FOR THE ACCURACY OF THIS DETERMINATION, THE PREPARER OF THE M 4 c 35A4 21" 3 .0 P-4 10.1 �:I_l 0 AP I'S'II 25.0 27.1 0" 0 4 24.8 0 SHOULD BE CONTACTED PRIOR TO ANY JUDGEMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES 18" C, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS 16" 27.4 28.9 0 "P-V' 32 47 35.66 1 %.7 CONTRACTOR TO SEE SPECIAL 0 1 4" 4�9 V�Iverhang • IN THE NOTES M THE USER THAT 'THIS MAP IS FOR INSURANCE PURPOSES ONLY". 1 IV 28.5 0 ,D1 - JDI-47 8` CONDITIONS FOR- TREE REMOVAL 12" XI-5C 0 27.5 26.7 26.8 87 /6** over, 3.0' 5.9 �8 731.6 1 27.3 3.1 12" HIN EXISTING EASEMENT AS 6 131, 20" 7. UNLESS OTHERWISE INDICATED, -THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED M POLARIS ASSOCIATES, 17" 9.0 9 0 INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS 0 IT C 9.0 5. 1-6 27.8 01k 0 JWSP E I F I - BY ST. PETE UTILITY PERMIT 30.0 PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY. 31.6 6�8 Jul-51) 2 32Q31.9 30.2 30.5 co 0 0 16 2. 1 2 6 �26.6 r J, CONTRACTOR TO PROTECT THIS TREE r 27.0 IDD 5 8. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM AN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 2" LO ro-, 927.6 overhan COMMITMENT FOR TITLE INSURANCE, COMMITMENT NUMBER CA 324646, EFFECTIVE DATE OCTOBER 31, 1997, AT 5:00 P.M., 0 if ® 0 DURING CONSTRUCTION IN ACCORDANCE 5" XI-58 .(,% 20" / I : A 9 - 30.2 27.4 27.4 C) over 3.1 ISSUED BY, CENTURY TITLE & ABSTRACT, INC., 325 BELCHER ROAD NORTH, CLEARWATER, FLORIDA, 33765. WITH CITY OF CLEARWATER 'S CODE. • EX,+ST. TREES AND SHRUBS WITHIN THE PLEASE SrL'� SPECIAL PROTECTION REQUIREMENTS;i T"Y64 6' c I f 9. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF CLEARWATER BENCHMARK NUMBER F-16, HAVING AN ELEVATION OF 29.529, w- ci_5E 2 1/ 21" NATIONAL GEODETIC VERTICAL DATUM, 1929. .2 ®o WITHIN THE"LANDSCAPE PLANS. 24. 26.0 0 0 1 333 ESM'T AREA SHALL BE CPT, NOT A.C.O.E. M1-5F _/JDi_ over 1 4' U q L.3 9-0 37-5 PUSHED OVM-,THE STU 26.1 0 SHALL JURISDICTIONAL LINE -5 _j 5.7 33.2 31.9 .At -5A L59 JDI conc 01 32.7 NOT BE PUI_WFD, BUT SRALL 4Pi_: CUT 29 26.5 4,33 over 0.6 77.7- 0 25.7 ------ -29.62 OR GROUND TO THE ELEVATI#�. 2&3 273 4 . P 6 30.2 2 23.5 Qr --,23.2 25.8 J01-49 .29.8 15 UNDER15ROVII0 CABLE TELEVISION MARKER E 17" 1 29.5 F.CM. = FOUND CONCRETE UMVIMENT REQUIRED FOR CONSTRUCTION. CABLE 7ELEISION UTUTY BOX ? 1 25.7 0 10' 28.7 P.P. Powm Pat (P) = BEARINGIDISFANCT PER PLAT 33.2 ;k� 33.0 4 16 (D) = BEARiNGIVISTAIIIICE PER GIEScRIPTToN /33.1 billboards 0 0 125. 7 A4 TELEPHONE POLE CONTRACTOR SHALL PROTECT 28.6 27.9 L31- 2 . CP. COMBINA770Y POLE (POIf�HGNE) (F) = BEARiNGIvIsTANCE PER FIELD MEASUREMENT 7 XZ3 EXISTING TRAFFIC SIGNAL POLES, 26.1 LO 29 L.P. LIGHT POLE (C) = BVRINGIDISTANCE PER CALCAA17LV E 32.6 /4 BOXES, etc. DURING CONSTRUCTION n C.L.P. Z = COMBINA770Y & LICHT POLE SN&D = SET MAIL AND BRASS DISK L8161 IJ 0 /33.1 11 _j JD 50 /33.5 33A 00 2 25.8 8.0 29. 2116 r, p. Z =GUY POLE FN&O =FOUND NAIL AND 017 CD 335 25.2 7101P CF CURS SlY. 96.65 6i .3 7; 05, 31.6 28.8 27.52 retention M.P. = METER POLE FW"E Or CURB ELEV, 96.15 INV = 26 bpproximate toe ELECTRIC METER E =GUY WRE EDGE OF PAW30T M 96-18 N 26.4 BILLBOARD TO FIR 1/2' FIR 1/2" = ELECTRIC UTILITY BOX (TRANSFORMER) LB 2161 9 35.8 22" BE REMOVED BY 110 LB#2610 2 97 C_ CENULM TOP OF OM ELEV 96.68 CD UNDERGROV110 POIER PAINT MARK EDGE OF PAVVANT aEV. 96.18 SITE BENCH 5r 9.73 12'P.V. RIW RIGHT-OF-WAY TIPICAL SPOT ELEVATIONS 13 S h a W a r R AINAGTH JARE -7 NLE .t "T DR INS 1 0 E Tj N .19 3,.25 3, 0.6 con C Curb LP 2" 3 311 T12' 9.9 2 28.6 1�1 -03 7 CONTRACTOR J6 waterline 0 MARK L3 26.0 area TS. - = TRAFFIC _W1 EDGE OF PAVEMENT ELEV 9r,18 (IF -SHOW) C' marker 30.3 OTHERS. BOX-CUT IN WALL 8. 7 1 28 96' 2&92 ELEV ELEVATION �7(5 SITE BENCHMARK 10' UT1LITY & DRAINAGE EASEMENT NV 22. INV �9 INV TS13. - TRAFFIC 90AL U7UTr BOX GROUND ELR 95.2,\ 0 R.R. SPIKE IN POLE C.L ELEV 29.68 24.13-\ : 2 _53 - 34.4/ FI V 3414 PER O.R. BOOK 5950, PG. 51 FIR 1 2 raigag 219 approximate top '-bf bank MONITORING WELL TSP 0 = TRAFFIC -7671AL POLE W"O REV. 952 >1 -6 R/W PER O.R. 6750, PG. 808 STORY CURB GAS STAND PIPE 2 'd i LB 2610 29.1 28.15 h 2810) 29.7j Ll 9.�3 (; - 227 29 -All itk- Y IN ___j 4%- .46 -046 • F C MITERED &D SEC710N • ENO SECTION a1W 312 20. a �\,!p '" • • ", _307 _*_ - F. #!K--* 4k \ - -4 RAREV • GRATE INLET 32.65 28., 32.17 31.70Y 263 U OW4 9' conc curb _j _j 0 30.47 30. j 29.57 291.16 28.87 & MANHOLE a- 32.27 3177 36 30.13 29.27 2&96 28.67 STORM SEICER PIPE TOP ELEV 29.47 SANITARY XIfIERPIPF, MANHOLE: CLEANOUT VALVE 4" gas line per ELEV 31.92 12 water line per City RIM EL = 29.51 NOT SET 1'y S ROAT ELEV = 31.14 INV W 1.56 THROAT ELEV = 21168 R.CP- = REINFORCED CGINCRI PPE OR FOUND of Clearwater Gas Atlas PAVI EDGE 31.55 of Clearwater Water Atlas 34 PAVEMENT EDGE = 29 0 M.P. - CORRUGA 7ED METAL PIPE INV W = 23.77 131819 .82 FIR 5/8- LB 640 32.32 INV E = 27�82 31.72 0�9 COIIJ RACTOR-TO COOdIN ATE WITH 30.09 INV E 21 29.66 29.32 29.05 VD DIMENSIONS 31.87 P.VC = POLY VINYL afLORIDE 1.94-W) .z P 'M (FIR 5/8' U3j664O FDOt AND CIT'I OP CLA�PWATER CITO D 0 DJ.P = DUCTLE nW PIPE ER TY OF _121' T FW SHALL SAW-CUT ND REMOVE EXISTING `� V CY. = VITRIFIED (`LA Y PIPE ST. CITERSBU 0 Z04`14, 0.01 CONTRACT 0 PE R IG (FCM PRM PLS13612 RELQCATE EXISTING TRAFFIC SIGNAL m WATER Cj WALK AND PURB FOR CO TRU TION OF DRIVE. IF A� = APPRONMA 7F LOCA 770H OF UNDERGROUND ATLAS (o 0.03'S. 5.01V) 3ZO8 31.96 0 1.19 POLE. ALL COST TO BEiI.7VCLUDED IN 30.29 29.93 lr)KI I . UZI hi T_ VI Qxr� IT! (o 32.98 32.52 o K TELEPHONE CABLE WTH 7"C=fWr'11Tfl17Y WIV C_ C 0 0 0 0 -C C 0 >\ �c Q -C , 0 0 (n 'u C MI `' = 0)(1) 00 3: -0 C o 0 0) 0 C 0.) q) C 0 0 0 F- i> o 0!P E C (n C 4) (n -C :3 C_ CI`4 a 0 Q 0 0 (n I :3 :c C C CL C 0 C :3 4) 0 A`01 _(C-) a (2) -0 0 0. 3: X 0 C)- 1 S.89'46'01 "W. 15.01 N.00*1 3'59"W. 10.•0 S.89'46'01"W. 50.00 S.001 3'59"E. 10.00 Z F= 0 L_ 0 Li (X 0 W W f2 Z CL LLJ a Z 0 0 UNDERGROUND TELEPHONE CABLE WARAING MARKER Ln 3 FEET 0 PROPOSED SAW�C , THE CONTRACTOR 7!;(, GTE MANHOLE = UNDERGROUND TELEPHONE FLAG a- G U L F r" 0 B A Y B L E Vi A R D S R 6 0 SHALL RE THE CURB 0 HE AND WALK TO SAID 0- APPROXMATE LOCA77ON Or UNDERGROUNO 33.19 32.75 32.53 32.27 15' 31.40 1 30.90 30.43 30,08 JOINT. CO ACTOR SHALL P OTECT EXISTING EL GAS LINE WIN GAS VALW, GAS METER Q3 CURBTNLEljiHEAUWA_[[_, AND ANDRAIL AT ALL TIMEq FA-1- & GAS LINE WARNING SIGN E .67 X 37-38 THE 11 1/4 OF SECTION 17 V_ W-J -M- - - APPROXIMATE LOCATION OF UNDERGROUND WATER 0 UU& OF DURING CMSTRUCTION. UNE NTH RRE HTRANT WATER VALVE & METER 0 O.H.L. OVERHEAD ONES G 29.92 11 rn 1.49 1 inc. 'Tzr - MAL BOX JLj 31.03 30.52 30.18 6' CHAIN LINK F&CE Engineering & Design Group, Inc. rnNITPA(I SHALL q,&W-1-HT A n PPkAnVP" P'YlqTIKI(I- WALK AND rHPP 17r)P TWr7 UNLESS GTHERMSE NOTED CL Ln LO CD (Z) C1_j tr� K411% TAB LIN E S.89'46'01 "W. 15.01 N.00*1 3'59"W. 10.•0 S.89'46'01"W. 50.00 S.001 3'59"E. 10.00 1 EXISTING SITE PLAN ELEMENTS SHOWN HEREIN HAVE BEEN BASED ON A BOUNDARY AND TOPOGRAPHICAL SURVEY PREPARED BY M POLARIS ASSOCIATES, INC. DRAWING NUMBER 0072366.DWG > PROJECT NUMBER 007-2366, DATED 12/10/97, LAST REVISED 0 3/10/98, INFORMATION ELECTRONICALLY TRANSMITTED TO SOUTHERN PETROLEUM SYSTEMS. Pq _6F THE ENTRANC DRIVE. IF AN EXISTING EXPANSION JOINT EXISTS C0 . CQVI 257 Plaza DFL, Suite ID CONSTRR�16� F.Da T = FLORIDA I)EPARIMENT OF TRANSPORTATION 11 1 , I nn &.1 1 PG-- IAI FOb 1_,-, -,, --7 -r-, , %I Oviedo. FInflfb.177R5 A-1 I= 00 en id C4 M C4 (1 C1,11 4 C14 o00 C`4 Cq 0 0 rn Sr S a 3: W 5; UJI Z W :3 cn U) Z Z F= 0 W W f2 Z 0 Z P W < a Z 0 W M 0 W CL 0 2 0 0 0 0 > Z W W 0 Z LL. I M LLJ W W !E: Q V) ft1 0- :D 0 (n C) Ln Ix LLJ 0- 0: LAJ a- 0� ct: W W 0- a- >; W IX M a: 0 M 0: "D M M 0 4M 0) C) C14 to 00 0 -d- 0) to 0) 0 0 0 C14 W 0 to d LO PROJECT #: 00-108.01 DRAWN: CADD-GRC APPROVED: .A-AD DATE: 09/25 j98 SCALE: lit= 201 ca SHEET NAME: .01 0 U 2 < ca FZ- U.j 0 0 Lo W 0 SHEET: Lj CD Z U.J 3 I ce) of 2 CD Z W Z a 0 C14 0 0 a. UJI _j 6 0 0 fn 2 N - _ - -f-0 0 V e jq � e d I p For krn 9 t 33,79 L.P. 33. 10" %7 41 0- a S h a I a r k i n g t r I 32.4 33.7 14" 33.4 FIR 1/2' 2A5 RIM L FIR 1/2 32.2 32-14 + 30.8 INV W 25.29 LB#2610 +30.9 INV NE 25.83 RLS12311 S.89 0.00 300.00 33,9 125.63' 199.42 .21 28.7 15" 32.8 0 0 29.1 X&6 31.4 2 4-1� -10 7 11! RIM ELEV 30.10 9" 9 35.9 15 1.03 to' 23,57 _4Y N 29.6 28.9 j 28.9 4W 7- 48 9 030.5 3Q 5 13" 2.7 9 5- retention 07' �8.6 IY LO 29.3 K28 7 1 4' 28.1 99.0 29.6 + 32*1 &7 0 0 028.7 4" 13" JD -4:1 C� area 24 �` ` -02&8 12 28.9 29.8 62.7 I �28.3 0 28.�, -*29'0 291 4 ^28. ...... �22" 29. 0.,( 0 4 5.7 16" JD2-3 13 32.7 2&9 29 28.9 29.6 29.8 �8.0 V, 2 2&7 JD2-5 2&7 28.3 RMVC�83 q8 7 2 25,6 j+D 46 SXYW.M.D./A.�41. 31.0 28.6 9.03 L .2 5" JURISDICTION1 LINE 91, lw't; 3.80 10" 29.8 /to-- C�- W 00 28.5 INV 27.90 29.0 0 2&4 28--5 u) 40 2 X ". , j 4" 29.7 7 4' 2 .8 1-39 IX HTI 028-9 13 29 7`6 /�,8.2 2 29 q9.3 052- 5- CLEAN OUT 0 0 r-25.7 263�, T77.8 q 29.0 29.2 29,6 q8.8 5'T 9. 9.3 A� -*&'9 26V3 0 7" 0 --t a rt�d 6' 29.0 14" w e t 253 29.7 02 0 274- 27.8 �2. 6 2 9-3 7 1 II 29.7 _2A X2 \94 47 30.5 A + A2�'T I " .0 \\ 28.8 7' 8" 27 13 '46 30 0 i4" 9.0 3 25�Of 29. !k JD2-2 28.6 10"810" r 29.11 27�9 25.6 29.65 cp 7 jOy 28.7 to "j, -4 28.1 'WE T ft�jj I:. ' - ' L I I ' �-2&9 1.8 q!, 3 1 Att-9 A 'A JURISDICTIONAL LINE 32.3 5" 2 47 6.5 1 0 OK�9, 31.5 %.5 (48 7 5" -028.9 0 0, % 296 29.9 gr y. 0 2&5 6" 30.0 JDI-44 '0303'1,5 12" 16" N N. Q (54 1�&O 28.4 0 26.9 32,6 0 V25. • 0 29.7 3ZW 32.0 5,1 2&6 \25.3 7.8 8' 8 0 27.3 (3)26.! 303 6 31.3 03 1. 2 Q g 8 5"/ 28.2 28.3 4'9+- 45 27.9 + 6 LL_ JDI-34 ' '" 0 25.5\�� 9 2 28.8 28.5 0 8 % jw 251 �k 28.3 .7 L25 0 0 2& 29.7 29.66 4 O� 28.5 71 fe2 + 31 2&1 31.8 J ?7 P.A C E L &1-3 Z" 7.2 \\\ '1 0 15" 3Z5 4 _:;�_27 7 1-25.2 E12 -#3rl 4 _L21 D 8!1 1 to 41:�'. 4. 31.0 U 27.5 5' 24.11\ 4.7 J29)1612 30 2 32 7 6" L.7 tene 9 305 -30 288 q7. 24.0 JD17 12 91 ---27.7 6ro 7. loi, _0 L1 I S.W.F.W.M.D./A.C.O.E. I I - \ I T 8 C)32,4 308 IN ., 1\ 29 I �>J �1 '*3. D JURISDICTIONAL LINE �14 L20 57 1.,JD 28.1 28.8 7� -3 7 (0 JURISDICTIONAL LIN 028.1 d i 17 28.6 CD'\ 2&1 S.W.F.W.M.D./A.C.O.E. 29.1 7 C b JDfi2/ 0 16- L 28, 29.3 W 16 JDI_ 29.0 N.89'40'39"E. 2,38' 30.1 2&�� 29.6 /0 30. 2&3 29.75 27.9 31 A29A 8 101 JDI-26 0 30.2 29. 'P29.2 JDt -25 L513 ^4 32. 0 3 �28.0 30.0 JDI 31. X2 8. 9: r,, //L 10 79 -2 1.7 2 L17 V 30.24 f \ � � 23- 272 -x, 0 V-20 Z --30.r- 302 29.� 30.7 301 27.0 2 0 0 29 .7 2A 1"7 2/31 If 12', f S-89 '4�01-' 19 42 6' 0 /5 9_9 2 X&6 31.4 ,11.093 �Wv W.0 0 X 'N JOV4 26. 2 0 2 8" 21 2�3 30.0 L1 + 29.6 29.4 -22 +27.8 1 , A 27.5 1-23 317 -7 2&3 30.1 27.6 29.5 31.3 5 M2 + D j- ' ! , - 2 + _0 35.84 31 *3 \A1 9- 4 . "," i + 2 < 9. 31.4 t ,17 31.8 32.1� 16 /: +30./ e W 20" 4- A 0 9 0 nq 94 1416- 27.4 ^28, 028.5 �i7 .0 4" 7 JD147 7 26.8 over, 3 27.5 7 IS' to LO 9 .8 17 30.8 At 3i.6 30.5 l I1 32A 3 31.9 WI1rqq JDi -5C "27.8 *28.2 4910 27,6 - 30.0 _M102 V I - - / I / over-, 0. 1 2X4 C) 274 1 0 27Lt& 11 '31.3 JDI-5E 24.2 21" --fence 9 48.9 11 01 6�0 over 1. 4' 'v-5F, X A C.0 E JDI U D A 60" 0 (13 1 9 \ N 312 32.5 L59'fIE5 11 . Vo JURISDICTIONAL LINE nF J 31-.9 2.. r'0.6 4 mjDl_5A X over 7 32.0 25.7 9.62 A2.7 - 28.3 27.7 . k_1 29.8 -A 30 -6 25" 25.8 -49 29.6 3;o. 1 5! 7 "17" ti • 2117 4Y' 33.2 9 33+0 �31 7. X3.1 26.1 7 A13 U) 29 --1 JDI-2 - �28 50 2&0 � \� �� 29 4. 5 33.4 25.2 A33 5 2118 31.6 �2752re t en tion + G1!jZ;D �INV 2 0 FIR,4/2b FIR 1/ m LB#26';D. 2 97 LB#2610 - SZ 19 73' are SITE BENCHMARK 6.0 '96 2 12 .8 BOX-CUT IN WALL 8. INV - 25.53 IN - 22. C,4 2119 - OX 4.11 INV ,�4 5 �q2 SITE BENCHMARK 10'AfTILITY & DRAINAGE EASEMENT ELEV 29.68 77 POLE R.R. SPIKE. IN PER- O.R. E300K 5950j, PG. 51 A I 28.10 ----..29.2 R/W PER O.R. 6750, PG. 808 E V 34.14 CLA/ 9 2 '31a., LB 2610 29.1 Ll 297 Alf 1AF A -0 I W 4 4 - 4 A LB#261 113#2610-,- -A conc sidewalk 4c OiB9946:01 �p .6 .06 f'29.4'9 handrail 32.0 1� RR F 30.8 Rr7j 2' conc curb 29.16 28.87 _j 2& 3170- �9.70 .27 30.95 38 I- �� ; - I . I - :\RIM ELEV = 29 51 TOP ELEV 29.47 6 52. 1 29 2& # �, R \4'4� 30, 3z2'7 THROAT r' r1f - 119 AR TOP ELEV = 31.92 INV W = 21.56 NOT SET PAVEMENT EDGE 29.08 INV S = 2Z34 MROAT ELEV = 31.14 OR FOUND PAVEMENT EDGE 31.55 30.49 30.09 INV E = 21.01 .2916 INV W 23.77 29.32 .29.05 INV E 27M 31.72 0.96 ,O� 82 FIR 5 .32.32 --------- 4- LB 00 -7 31.87 A S P H A L T R 0 A D' 0 0 (FIR 518r 1.816640 204-N, 0.01T) 6 1010e 2-3.93 29.60 29.37 111A Plmol (D 31.19 30,73 30.29 0.03S. 32,08 31.96 - 32.98 32.52 C! V 0 to t. 6 G U L F B A Y B L E V: A R D 33.19 32.75 32.53 32.27 2A5 31.0 30.90 3O30.43 MOB 29.80 _74- 32.38 SOUTH JOE OF THE NW. 1/4 OF SECTION 17 29.67 29.92 C- hViikere Lhorel n&k-- e ;ve, Dah -1k n4& &F, WOO) pirate n- WAr 0,4k A De A I --D z 0: W o: 0000 I< go �r. 4 C4 C4 a. V-4 0-11-11 C4 00 5- 4 1-11 0 Z P8.8 r e t e n t i o n p o n d wooe 32.96, 2.77 1 # Pt AW 3 .50 3 3 33. 32- 2 INV 24,85 (typic A) 3 .25 3 .99 3358 V 28.7 0.6 conc curb LP ®:? 31.7 ___� 8 4 30.13 +32 1 2&2+- P.T.B. ILM NV 23.97 INV E - 24.03 *A r- f%1 C. f r) 2, c, 7 nr) 6. MOMOSO 319 33.7 14" 33.4 FIR 1/2' 2A5 RIM L FIR 1/2 32.2 32-14 + 30.8 INV W 25.29 LB#2610 +30.9 INV NE 25.83 RLS12311 S.89 0.00 300.00 33,9 125.63' 199.42 .21 28.7 15" 32.8 0 0 29.1 X&6 31.4 2 4-1� -10 7 11! RIM ELEV 30.10 9" 9 35.9 15 1.03 to' 23,57 _4Y N 29.6 28.9 j 28.9 4W 7- 48 9 030.5 3Q 5 13" 2.7 9 5- retention 07' �8.6 IY LO 29.3 K28 7 1 4' 28.1 99.0 29.6 + 32*1 &7 0 0 028.7 4" 13" JD -4:1 C� area 24 �` ` -02&8 12 28.9 29.8 62.7 I �28.3 0 28.�, -*29'0 291 4 ^28. ...... �22" 29. 0.,( 0 4 5.7 16" JD2-3 13 32.7 2&9 29 28.9 29.6 29.8 �8.0 V, 2 2&7 JD2-5 2&7 28.3 RMVC�83 q8 7 2 25,6 j+D 46 SXYW.M.D./A.�41. 31.0 28.6 9.03 L .2 5" JURISDICTION1 LINE 91, lw't; 3.80 10" 29.8 /to-- C�- W 00 28.5 INV 27.90 29.0 0 2&4 28--5 u) 40 2 X ". , j 4" 29.7 7 4' 2 .8 1-39 IX HTI 028-9 13 29 7`6 /�,8.2 2 29 q9.3 052- 5- CLEAN OUT 0 0 r-25.7 263�, T77.8 q 29.0 29.2 29,6 q8.8 5'T 9. 9.3 A� -*&'9 26V3 0 7" 0 --t a rt�d 6' 29.0 14" w e t 253 29.7 02 0 274- 27.8 �2. 6 2 9-3 7 1 II 29.7 _2A X2 \94 47 30.5 A + A2�'T I " .0 \\ 28.8 7' 8" 27 13 '46 30 0 i4" 9.0 3 25�Of 29. !k JD2-2 28.6 10"810" r 29.11 27�9 25.6 29.65 cp 7 jOy 28.7 to "j, -4 28.1 'WE T ft�jj I:. ' - ' L I I ' �-2&9 1.8 q!, 3 1 Att-9 A 'A JURISDICTIONAL LINE 32.3 5" 2 47 6.5 1 0 OK�9, 31.5 %.5 (48 7 5" -028.9 0 0, % 296 29.9 gr y. 0 2&5 6" 30.0 JDI-44 '0303'1,5 12" 16" N N. Q (54 1�&O 28.4 0 26.9 32,6 0 V25. • 0 29.7 3ZW 32.0 5,1 2&6 \25.3 7.8 8' 8 0 27.3 (3)26.! 303 6 31.3 03 1. 2 Q g 8 5"/ 28.2 28.3 4'9+- 45 27.9 + 6 LL_ JDI-34 ' '" 0 25.5\�� 9 2 28.8 28.5 0 8 % jw 251 �k 28.3 .7 L25 0 0 2& 29.7 29.66 4 O� 28.5 71 fe2 + 31 2&1 31.8 J ?7 P.A C E L &1-3 Z" 7.2 \\\ '1 0 15" 3Z5 4 _:;�_27 7 1-25.2 E12 -#3rl 4 _L21 D 8!1 1 to 41:�'. 4. 31.0 U 27.5 5' 24.11\ 4.7 J29)1612 30 2 32 7 6" L.7 tene 9 305 -30 288 q7. 24.0 JD17 12 91 ---27.7 6ro 7. loi, _0 L1 I S.W.F.W.M.D./A.C.O.E. I I - \ I T 8 C)32,4 308 IN ., 1\ 29 I �>J �1 '*3. D JURISDICTIONAL LINE �14 L20 57 1.,JD 28.1 28.8 7� -3 7 (0 JURISDICTIONAL LIN 028.1 d i 17 28.6 CD'\ 2&1 S.W.F.W.M.D./A.C.O.E. 29.1 7 C b JDfi2/ 0 16- L 28, 29.3 W 16 JDI_ 29.0 N.89'40'39"E. 2,38' 30.1 2&�� 29.6 /0 30. 2&3 29.75 27.9 31 A29A 8 101 JDI-26 0 30.2 29. 'P29.2 JDt -25 L513 ^4 32. 0 3 �28.0 30.0 JDI 31. X2 8. 9: r,, //L 10 79 -2 1.7 2 L17 V 30.24 f \ � � 23- 272 -x, 0 V-20 Z --30.r- 302 29.� 30.7 301 27.0 2 0 0 29 .7 2A 1"7 2/31 If 12', f S-89 '4�01-' 19 42 6' 0 /5 9_9 2 X&6 31.4 ,11.093 �Wv W.0 0 X 'N JOV4 26. 2 0 2 8" 21 2�3 30.0 L1 + 29.6 29.4 -22 +27.8 1 , A 27.5 1-23 317 -7 2&3 30.1 27.6 29.5 31.3 5 M2 + D j- ' ! , - 2 + _0 35.84 31 *3 \A1 9- 4 . "," i + 2 < 9. 31.4 t ,17 31.8 32.1� 16 /: +30./ e W 20" 4- A 0 9 0 nq 94 1416- 27.4 ^28, 028.5 �i7 .0 4" 7 JD147 7 26.8 over, 3 27.5 7 IS' to LO 9 .8 17 30.8 At 3i.6 30.5 l I1 32A 3 31.9 WI1rqq JDi -5C "27.8 *28.2 4910 27,6 - 30.0 _M102 V I - - / I / over-, 0. 1 2X4 C) 274 1 0 27Lt& 11 '31.3 JDI-5E 24.2 21" --fence 9 48.9 11 01 6�0 over 1. 4' 'v-5F, X A C.0 E JDI U D A 60" 0 (13 1 9 \ N 312 32.5 L59'fIE5 11 . Vo JURISDICTIONAL LINE nF J 31-.9 2.. r'0.6 4 mjDl_5A X over 7 32.0 25.7 9.62 A2.7 - 28.3 27.7 . k_1 29.8 -A 30 -6 25" 25.8 -49 29.6 3;o. 1 5! 7 "17" ti • 2117 4Y' 33.2 9 33+0 �31 7. X3.1 26.1 7 A13 U) 29 --1 JDI-2 - �28 50 2&0 � \� �� 29 4. 5 33.4 25.2 A33 5 2118 31.6 �2752re t en tion + G1!jZ;D �INV 2 0 FIR,4/2b FIR 1/ m LB#26';D. 2 97 LB#2610 - SZ 19 73' are SITE BENCHMARK 6.0 '96 2 12 .8 BOX-CUT IN WALL 8. INV - 25.53 IN - 22. C,4 2119 - OX 4.11 INV ,�4 5 �q2 SITE BENCHMARK 10'AfTILITY & DRAINAGE EASEMENT ELEV 29.68 77 POLE R.R. SPIKE. IN PER- O.R. E300K 5950j, PG. 51 A I 28.10 ----..29.2 R/W PER O.R. 6750, PG. 808 E V 34.14 CLA/ 9 2 '31a., LB 2610 29.1 Ll 297 Alf 1AF A -0 I W 4 4 - 4 A LB#261 113#2610-,- -A conc sidewalk 4c OiB9946:01 �p .6 .06 f'29.4'9 handrail 32.0 1� RR F 30.8 Rr7j 2' conc curb 29.16 28.87 _j 2& 3170- �9.70 .27 30.95 38 I- �� ; - I . I - :\RIM ELEV = 29 51 TOP ELEV 29.47 6 52. 1 29 2& # �, R \4'4� 30, 3z2'7 THROAT r' r1f - 119 AR TOP ELEV = 31.92 INV W = 21.56 NOT SET PAVEMENT EDGE 29.08 INV S = 2Z34 MROAT ELEV = 31.14 OR FOUND PAVEMENT EDGE 31.55 30.49 30.09 INV E = 21.01 .2916 INV W 23.77 29.32 .29.05 INV E 27M 31.72 0.96 ,O� 82 FIR 5 .32.32 --------- 4- LB 00 -7 31.87 A S P H A L T R 0 A D' 0 0 (FIR 518r 1.816640 204-N, 0.01T) 6 1010e 2-3.93 29.60 29.37 111A Plmol (D 31.19 30,73 30.29 0.03S. 32,08 31.96 - 32.98 32.52 C! V 0 to t. 6 G U L F B A Y B L E V: A R D 33.19 32.75 32.53 32.27 2A5 31.0 30.90 3O30.43 MOB 29.80 _74- 32.38 SOUTH JOE OF THE NW. 1/4 OF SECTION 17 29.67 29.92 C- hViikere Lhorel n&k-- e ;ve, Dah -1k n4& &F, WOO) pirate n- WAr 0,4k A De A I --D z 0: W o: 0000 I< go �r. 4 C4 C4 a. V-4 0-11-11 C4 00 5- 4 1-11 UNNEEN i ommommom ; 1 1 PROJECT SCALE: lit = 201 SHEET NAME: L03 mX419 11 01 0 Z o UNNEEN i ommommom ; 1 1 PROJECT SCALE: lit = 201 SHEET NAME: L03 mX419 11 01 If ij o = n �4^ - / / � ~` Existing Zoning � C \ "� � �� Wetland Impact Area (SF,/AC): � '� �- \ \ Building Area - (SF): � �� ! � ' / � | Required � ( / | i ( \ � / / / � ' ' r ___________ --~ �--~----------------------- -�--------- ^° ��`�__________��___��__ _____—_��,________________ / / LANDSCAPE BUFFER CRITERIA: / Front-South /Gulf-to-Bay vd.\ / / � x Rear-North (Commercial) 51 LANDSCAPE AREAS CRITERIA: Required: Interior /12% of VUA\ (SF) �� _1 � _c�urb__ PARKING CALCULATIONS: ' / x "Retail and Services" IZ ! ! / / � ~` Existing Zoning � C � Site Acreage [Sc/4C): "� � �� Wetland Impact Area (SF,/AC): 5,701/0.131 (5.9%) '� �- �� 0.0 (O.U%) Building Area - (SF): ^_ �� ^ Sidewalk/Other Area (SF): ��-------------------------------------------�-----�--------------------------------------------------------------------- 95,702 O00.0%\ SETBACK CRITERIA: Required / 25' DEV\ \ � �,/ ___________ --~ �--~----------------------- -�--------- ^° ��`�__________��___��__ _____—_��,________________ 10' LANDSCAPE BUFFER CRITERIA: - Front-South /Gulf-to-Bay vd.\ /� . 5 Rear-North (Commercial) 51 LANDSCAPE AREAS CRITERIA: Required: Interior /12% of VUA\ (SF) �� _1 � _c�urb__ PARKING CALCULATIONS: ' CONCRETE RETAINING WAL. "Retail and Services" IZ /—(SEE SHEET S01 FOR DEIMILS) ` 1 handicap per ADA (1 req. per 24 CONTRACTOR SHALL (GREEN) CHAIN LINK FENCE ON TOP OF WALL. n � / / � ~` / / \ » - -- -�----' '---- ----- - -'-- - -- --'L-J / 5,x�ONCRETE 5|D �NTERLOCK RETAINING / `-MEYV HANDICAP --- u RETA|N|NG WALL SHALL BE CONSTRUCTED SUCH AS T0 =`,°�"�� / WALL -/ P[8 RJDT|NDE'^�~` ��~ m PROTECT EXISTING ROOT SYSTEM OF EXISTING TREE (SE[ DEVELOPMENT ORDER NOTE #7). (T/p OF 2\ 6 _FUCT .. ------------------------------------------ '---------------ir------------/ ----------------- / ---------------------------------- � , � ~�~�-~=-� ~pER~|MDbX SEE LANDSCAPE PLANS FOR SPECIAL ROOT PROTECTION ---------- -�- / -� - -------- _+�' / -/ - --------------- _Z_ / -/ - ----11- 9T~M � ` 1 �x ` SEE SHEET C11 AND TRAFFIC ENGINEERS SYSTEM. CONTRACTOR SHALL BE SUBJECT TO ALL PLANS FOR WORK IN RIGHT-OF-WAY AND ------ _ FINES AND FEES IMPOSED BY CITY AND/OR OWNER |NT�l��[K� ��0�D�� SIGNALIZED DUEZO _ |NADEDUAT.E_P8OTECT]u N._AMD _ F*/LUBE'TO_ _____________________-___________________________-_______________________ FOLLOW RECOMMENDATION OF LANDSCAPE ARCHITECT. � _______L_________-_+�_____--------------/�---------- -- -------- ��~~�~ �---------------------------------------------------------------------------------------------------- & 0 LF Q �� N ' K8 N �- �� J�k �� K � ~�� --� U J�� T E R A D O �� " ° " �� ~�� , LARD ~ . �� . ~ . NOTE-. �� /\ '^ |� |` 4� � Existing Zoning � C � Site Acreage [Sc/4C): "� � �� Wetland Impact Area (SF,/AC): 5,701/0.131 (5.9%) \` Wetland Creation Area /SF/4r\: �^ '~ �- �� 0.0 (O.U%) Building Area - (SF): 0.0 ((lO%) Vehicular U"` Area (SF): �� ^ Sidewalk/Other Area (SF): ��-------------------------------------------�-----�--------------------------------------------------------------------- 95,702 O00.0%\ SETBACK CRITERIA: Required Front-South (Gulf-to-Bay �|vd,\ 25' DEV\ ` - , 15^ (FLEX. STD. DE\(, �,/ ___________ --~ �--~----------------------- -�--------- ^° ��`�__________��___��__ _____—_��,________________ 10' LANDSCAPE BUFFER CRITERIA: - Front-South /Gulf-to-Bay vd.\ Sides-East 8c'YYent /C�rnnn�ruiu!\ ' (Commercial) . 5 Rear-North (Commercial) 51 LANDSCAPE AREAS CRITERIA: Required: Interior /12% of VUA\ (SF) 5^304 TION AREA 00 5' width along R/VY PARKING CALCULATIONS: ' CONCRETE RETAINING WAL. "Retail and Services" IZ /—(SEE SHEET S01 FOR DEIMILS) ` 1 handicap per ADA (1 req. per 24 CONTRACTOR SHALL (GREEN) CHAIN LINK FENCE ON TOP OF WALL. � ld 11 A VEHICLE A', STACKING 24 11' � ^ 0SC PE MEDIA AND I ' 4CRtTE � TYPE "F" CURB Ll Ln � 64.21 7 INTERLOCK RETAINING WALL / / \ » - -- -�----' '---- ----- - -'-- - -- --'L-J / 5,x�ONCRETE 5|D �NTERLOCK RETAINING / `-MEYV HANDICAP --- u RETA|N|NG WALL SHALL BE CONSTRUCTED SUCH AS T0 =`,°�"�� / WALL -/ P[8 RJDT|NDE'^�~` ��~ m PROTECT EXISTING ROOT SYSTEM OF EXISTING TREE (SE[ DEVELOPMENT ORDER NOTE #7). (T/p OF 2\ 6 _FUCT .. ------------------------------------------ '---------------ir------------/ ----------------- / ---------------------------------- � , � ~�~�-~=-� ~pER~|MDbX SEE LANDSCAPE PLANS FOR SPECIAL ROOT PROTECTION ---------- -�- / -� - -------- _+�' / -/ - --------------- _Z_ / -/ - ----11- 9T~M � ` 1 �x ` SEE SHEET C11 AND TRAFFIC ENGINEERS SYSTEM. CONTRACTOR SHALL BE SUBJECT TO ALL PLANS FOR WORK IN RIGHT-OF-WAY AND ------ _ FINES AND FEES IMPOSED BY CITY AND/OR OWNER |NT�l��[K� ��0�D�� SIGNALIZED DUEZO _ |NADEDUAT.E_P8OTECT]u N._AMD _ F*/LUBE'TO_ _____________________-___________________________-_______________________ FOLLOW RECOMMENDATION OF LANDSCAPE ARCHITECT. � _______L_________-_+�_____--------------/�---------- -- -------- ��~~�~ �---------------------------------------------------------------------------------------------------- & 0 LF Q �� N ' K8 N �- �� J�k �� K � ~�� --� U J�� T E R A D O �� " ° " �� ~�� , LARD ~ . �� . ~ . NOTE-. �� /\ '^ |� |` 4� � Existing Zoning � C � Site Acreage [Sc/4C): "� � �� Wetland Impact Area (SF,/AC): 5,701/0.131 (5.9%) \` Wetland Creation Area /SF/4r\: �^ '~ �- �� 0.0 (O.U%) Building Area - (SF): 0.0 ((lO%) Vehicular U"` Area (SF): �� ^ Sidewalk/Other Area (SF): ��-------------------------------------------�-----�--------------------------------------------------------------------- 95,702 O00.0%\ SETBACK CRITERIA: Required Front-South (Gulf-to-Bay �|vd,\ 25' DEV\ ` - , 15^ (FLEX. STD. DE\(, �,/ ___________ --~ �--~----------------------- -�--------- ^° ��`�__________��___��__ _____—_��,________________ 10' LANDSCAPE BUFFER CRITERIA: - Front-South /Gulf-to-Bay vd.\ Sides-East 8c'YYent /C�rnnn�ruiu!\ ' (Commercial) . 5 Rear-North (Commercial) 51 LANDSCAPE AREAS CRITERIA: Required: Interior /12% of VUA\ (SF) 5^304 At Buildings from R/VY 5' width along R/VY PARKING CALCULATIONS: ' Qtv "Retail and Services" IZ 5 spooma/1.000 SF GFA 2 . GRAPHIC SCALE ( IN FEE? ) ` ~ GENERAL NOTES. / 1, ALL DIMENSIONS ARE TO FACE OF CURB/BUILDING, PROPERTY LINE OR T0 EDGE OF PAVEMENT ALL TRAFFIC 0GNAGE/STR|P|NQ TO COMPLY WITH THE MANUAL ON UNIFORM ., � 2, TRAFFIC CONTROL DEVICES (MUTCD), CRY OF CLEARWATER AND FDVT STANDARDS. 3. PARKING LOT STRIPING SHALL BE 6= WHITE PAINTED. 4- ALL MARKINGS` TO COMPLY WITH THE FDOT ROADWAY AND TRAFFIC D[S|8W STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEV|CES, AND THE CITY OF CLEAgWATER LUC. STOP SIGNS SHALL BE 30" HIGH INTENSITY STOP SIGN /R1-1\ STOP BAR SHALL BE 24" WIDE WHITE THERMOPLASTIC. 5. ALSO SEE GENERAL NOTES ON SHEET ,OOV. G. CONTRACTOR SHALL SAYVCUT ASPHALT PRIOR T0 REMOVAL OF ANY CURB IN R.0.YY 7. WORK WITHIN FOOT R.O.W. SHALL REQUIRE NIGHT LANE CLOSURES WHICH SHALL BE CONDUCTED BETWEEN MONDAY AND THURSDAY FROM 8:00 PM TO 6z00 AM. 8. CONTRACTOR SHALL REMOVE AND REPLACE ANY DAMAGED SIDEWALK SECTIONS ALONG PROPERTY FRONTAGE. SIDEWALK SHALL BE REMOVED TO CLOSEST JOINT. 8. CONTRACTOR SHALL NOT CONDUCT ANY ON—SITE WORK UNTIL A PRE—CONSTRUCTION PROPERTY. CONFERENCE -HAS BEEN HELD WITH OWNER AND STILLWATER TECHNOLOGIES INC. TO DISCUSS THE ENVIRONMENTAL CONDITION OF THE ADJACENT TROPHY CLEANE '�\ 10. CANOPY CLEARANCE ON DRIVE THROUGH SHALL BE 4 MINIMUM OF 13"-6° IN THE BYPASS LANE, DEVELOP"MENT ORDER NOTES: � 1. THAT A ' SAFETY FENCE BE PROVIDED ON THE RETENTION WALL AT THE WETLAND AND THAT THE FENCE BE NON-CHA|NUNK MATERIAL. 2. THAT A FINAL LANDSCAPE PLAN IS SUBMITTED TO AND APPROVED BY STAFF PRIOR TO THE ISSUANCE OF ANY PERMITS. 3, THAT FINAL, DIMENSIONED, AND RENDERED ELEVATIONS FOR EACH BUILDING /STRUCTURE BE SUBMITTED TO AND APPROVED BY STAFF PRIOR TO THE ISSUANCE OF4WY PERMITS. 4. THAT THE PROPOSED RETAIL CENTER BE COMPATIBLE WITH THE PROPOSED BANK/CREDIT UNION IN TERMS OF COLOR, ARCHITECTURAL STYLE AND MATERIALS. 5. THAT ALL MECHANICAL EQUIPMENT INCLUDING HY4C ARE SCREENED BY ARCHITECTURAL ELEMENTS. 6- THAT THE DUWp3TER BE FULLY ENCLOSED WITH 4 WALL MATCHING THE PROPOSED BUILDINGS IN TERMS OF OOLDM' ARCHITECTURAL STYL[, AND MATERIALS. - 7. THAT TREE ALONG GULF TO BAY BOULEVARD BE PRESERVED UTILIZING ALL PRESERVATION TECHNIQUES AND THAT IF IT SHOULD D|[ \N|TH|M ONE YEAR AFTER COMPLETION OF DEVELOPMENT OF THE 5|TE, A TREE REPLACEMENT PAYMENT WILL ' ' �E PEQU|RED AT $48 PER INCH OR $1.392. C8NTRACT0R SHALL SUBMIT SHOP DRAWING OF RETAINING WALL SYSTEM TO BE USED AT THE POA� YJ!T|| THE EXISTING 2J, OAK TREE WHICH WILL BE S/W'ED, RETAINING WALL SYSTEM ]HALL CONSIST OF PLACING WALL ON EXISTING GRADE AND NOT RELYING UPON EXCAVATION OF ANY KIND IN THE PROPOSED AREA. CONTRACTOR SHALL RECEIVE APPROVED RETAINING WALL DESIGN FROM OWNER'S ENGINEER PRIOR TO BEG|N|NG CONSTRUCTION. B. THAT ALL S|GN^`GE MEET THE REQUIREMENTS OF CODE AND BE ARCHITECTURALLY INTEGRATED WITH THE PROPOSED BUILDINGS IN TERM OF COLOR, ARCHITECTURAL STYLE, AND MATERIALS. r \ Existing Zoning � C � Site Acreage [Sc/4C): 96,702/2,22 /100%\ Wetland Impact Area (SF,/AC): 5,701/0.131 (5.9%) \` Wetland Creation Area /SF/4r\: �^ '~ Total Impervious Area (SF): 0.0 (O.U%) Building Area - (SF): 0.0 ((lO%) Vehicular U"` Area (SF): 0.0 (D.O%) ^ Sidewalk/Other Area (SF): 0.0 (D,O%) Total Pe[vk}US Area 95,702 O00.0%\ SETBACK CRITERIA: Required Front-South (Gulf-to-Bay �|vd,\ 25' DEV\ ` - , 15^ (FLEX. STD. DE\(, Sides-East & West /Conlrneroio\\ 10/ Rear-North /Cnrnnoertial\ 10' LANDSCAPE BUFFER CRITERIA: Required: Front-South /Gulf-to-Bay vd.\ Sides-East 8c'YYent /C�rnnn�ruiu!\ ' (Commercial) . 5 Rear-North (Commercial) 51 LANDSCAPE AREAS CRITERIA: Required: Interior /12% of VUA\ (SF) 5^304 At Buildings from R/VY 5' width along R/VY PARKING CALCULATIONS: ' Qtv "Retail and Services" 11'300 5 spooma/1.000 SF GFA ` 1 handicap per ADA (1 req. per 24 spaces) Proposed C 96'702/2.22 (100%) 1l' 11' Proposed 11^ 11" Proposed 5,570 ±M5' Required 58 QL ES CL cm LM ES IN-Mm NOV n 11,01 _ET NAME: Is Wosed -N. CO3 9 ( IN FEET ) I inch = 20 fL mB UPLAND BUFFER = 3,061 SF BETWEEN 27.00 AND 31.00. (SEE WETLAND MITIGATION PLAN BY ARMSTRONG iti ENVIRONMENTAL DATED 6/4/04) WETLAND MITIGATION AREA = 5,420 SF BELOW SHWT 27.00 (SEE WETLAND MITIGATION PLAN BY ARMSTRONG ENVIRONMENTAL DATED 6/4/04) 7', 7- N CA X w 0 Tj 1 U-UU ----7r // 11 ', L7 r AV ROOF DRAIN 01.00%, 33.50/ 32.521 4 Co. 32.80--� 302.8 -- I 33.20 C.O. 4'0 C.O. .55 3.) 32.70 INV 28.80 � ! I INV 2�9.44 31 i.05 W3 33 2&1 031 A [73:.50 10 -3- 300 SDR .35 PVC 33.50 -1--, /Z 35.36 52 LF OF 10" FDOT TYPE V 6 33.00 RAISED CURB (TYP.) - - - - A L • %32*32 r " 32.32 TYPE 'F' CURB ROOF DRAIN 01.00� 30-2 33.08 91� 3t.50 CONCRETE TE FLUME II 24;Z (TYP) AND GUTTER (TYP.) 33116 FDOT TYPE 11 SILT FENCE 32.83 FOOT TYPE 11 SILT FENCE 32.58 �33.00 INV. 30.00 33.35 32.80 32. 6 TAIL SHEET C06 X Na. 102 (TYP) 13Z // /,15 SEE PER INDEX 32�9. 33.70 PER INDEX -No. 102,,'(TYP) 32.85 32-458*' -331 3 3 7 33.3 32.88 33.20 A Do 32.85 STS 18 3238 Z2 INTER 32.1 271 f LOCK RETAINING WALL 3.19 TYPE V 6 2.10 IS 1 33.48' 3. _�3 3 t3.2 6 RAISED .CURB (TYP.) CONTRACTOR TO PROVIDE 2.69 32.98 310 33.05 a r SILT FENCE AND HAY 3 32.20 33.70j� 7 T,,0 `73,' - P) BALES AT PIPE INVERT TO 33.50 33.1 32.76 .20 32 0 �Clo,/ PROTECT FROM SEDTIMENTATION 33.00 BEING TRANSPORTED OFF-SITE STS 1 ^t 32.25 r L I "J I STS li TYP.) �TS 17 -71 R TIO AND GUTTER FOOT TYPE 'F' CURb'-,, 33.04 lit= m m ., ; 32.54 32.60 V "-ppnoxlnila�- foo of �7!cp�! ETENTION ---- ......... .......... I f 2- �'r f HIGH P)INT 39 3365 36'via' M • 32.75 Y13 P?625 33.15 32.7�5 1p -RIM 32.25 32.25 -,33.10 V" 2132 31.90 27 7 rmpr 0 fin 30.56 31.02 32 31.58 31.12 - EU �ql 2115 n 4-� - - 7 - ----- -CUT-- CONTRACTOR -- ---- IZTI.Z -1,11 n-c-, -S, 'F'd lag, TIE-IN-EXISTING 12" II PER- - f= 0 PVC TO EW Dll EfA.--, - ft a5i 61 1 " � " INDEX 232 31.38 Curb, , -J 51 ------------ -------- ------ ----------- ----------- ------ . . . . . . . . - - - - - - - z - - - - - - - - - - - - - Hr BALES lr(e- I�LF� �t -Ili Z-1 : 1 17 LF 18" /,CONTRACTOR TO MAINTAIN 51 ------ RCP @ 1.006 IN FRONT OF EXISTING LETS TO INTERLOCK RETAINI GY f!�V,& - 21 N! E 2 1, U, PROVIDE PROTPqTP -THE 27� WALL TRANSPORTATION OF S IMENTATION CONTRACTOR TO MiINTAIN HAY BALES > 71 FF-SITE (TYP) -J a. IN FRONT OF EXISTING INLETS TO PROVIDE PROTECTION FROM THE 13211 TRANSPORTATION OF-.SEDIMENTAtION-.- n = 31 OFF-SITE (TYP) - - - - - - CONTRACTOR SHALL CONNECT - - - - - - PROPOSED 4' X 8' RECTANGULAR "J" BOTTOM MANHOLE PER INDEX KM No. 200 TO SIDE OF EXISTING HEADWALL. (REFERENCE.-SHEET'"'�Sl' ------ 7, .-.------,,-F6l2-STRUCTURAL-"Dt'SiGN -or-n-E--m-AT nLvERTj- 114 3E4 Q 3 a v RIM 29.00 INV. 22.50 N INV. 24.13 E 1. SEE® 5 SHEET "ClO" FOR POND SECTIONS. INV. 22.32± S (EXISTING) 2. ALL AREAS DISTURBED BY CONSTRUCTION WITHIN THE FDOT R/W SHALL BE SODDED. fx) I 3. ALL STORMWATER MANHOLE TOPS SHALL BE PER C11 F? m, 2P, 6 FDOT INDEX No. 201. t 9 . 56 INV� , -4. i2.0. 4. ALL ELEVATIONS GIVEN ARE IN ACCORDANCE WITH z r�zyt NGVD 1929. 1 pc , p --------------- nonc curb STORMWATER STRUCTURE TABLE ax�mi iti # 4 • STORMWATER STRUCTURE TABLE iti # 4 • • • I munnum TYPE J RCP***** MANHOL TYPE J RCP***** MANHOLE RCP***** 28.28 NW RCP # 0 0" PVC) W�1111002-.T.- # m Q) 0 L- CL co -4-j C Q E C .21 U) cn 0 to Q) Cn C C -C 0 U; C 0 :3 '0 0 CD Q) CL Q) Q. Q) Q) -5 .0 0 Q) U) 0 :3 CL L- 0 Q) 0 0 to C Q) E 0 -0 Q) -C CS C 4-j U) 21 Q) -5 0 C C 4j -C CL 0 Z U) Ta o as Q) > Q- w w .2 m 0 1� C U ,-t CD Q) C'4 44 -C Cy 0 Q I - - x--- - --- - - - - - - - ---- --------- ----------------------------- SEE SHEET 'CIO' 2 Tt , DETAIL #7 FOR CONTROL STRUCTURE DETAIL . m.; SEE SHEET 'CIO', DETAIL #4 FOR CONTROL STRUCTURE DETAIL - - - - - - - - - - - - - - - - - - - - - - SEE SHEET 'ClO', DETAIL #9 FOR CONTROL STRUCTURE DETAIL �El � - - - - - - - - - - - - - - ------ 1. 1 1 . I I q= DPE- OSStNG ,,ST.-PVEWATER-.,EASEME 4 .SHALL,BE ,CDNTINUO. ED.,JOINTS M JOINTS 10 BE WRAPPED WITH MIRAFI 140N FILTER FABRIC OR EQUAL. FABRIC TO BE C _ON JOINT MIN. 30 . CENTERED, 40f • iti 4 • • • 40f • w ,ml 01 -1 Cql "I -*I -ni to ANE f jjglmliffl • • • I munnum w ,ml 01 -1 Cql "I -*I -ni to ANE f jjglmliffl