The URL can be used to link to this page

1911-1951 BELCHER RD N_ CITY' OF CLEARWATER - P N I! G &DEVELOPMENT SERV110Es A l i32ykSOnS °i TREE 'OVAL PERMIT REASON FOR REMOVAL: NAME OF OWNER' l OWNER'S ADDRESS ✓ �;Construction - Permit # � PHONE -See "A" below SITE ADDRESS' C�„��✓ �b�U�y; CJ Hazardous LOCATION OF TREE(S) ON LOT CJ Declining SPECIES AND NUMBER OF TREE(S) LrJe yaks oz • Dead • TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to Other (Specify) be removed, plus $3.00 for every tree above 5 to be removed is required. Fee Recd. Receipt # A) CONSTRUCTION Date �` d 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), 1'� a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species , e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees �1 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 VN 1. Tree replacement minimum standards: 12' overall height, 4" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on 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 N Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together Q with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation Q from the permit issued shall render it null and void and be considered a violation of the Community Development Code. s- -_ter- - -�- �` °�'�� %lr -'�., =' �.r�.��-.:�� 1�°'l �{''% "l, %�� ,� `` SS Signaturepf owner or applicant Printed Name •• W Address Agency Representing OCL # City State Zip Phone Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Applicable Code Section: ' ��' Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted ,,Approved- Modified as Noted Above ❑ Denied Signe Date: s Communitl Development Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 4 -01 Signature ofjOwner or Owners Representative Printed Name Address Lie in,,x`I F c. 3 -3 1/ City State Zip t Representatives' Firm Telephone Fax 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 Resource Comments: Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted lCloproved - Modified As Noted Above ❑ Denied Signed ��✓�� -k _ Date: l City Manager r Designee CLEARWATER Brian J. Aungst, Mayor- Commissioner Ed Hart, Vice Mayor - Commissioner Whitney Gray, Commissioner Hoyt Hamilton, Commissioner Bill Jonson, Commissioner 1362- 0002 -GC White - Planning & Development Services Yellow - Applicant 7 -01 ."pIP/ �i a APPLICATION F R Lea CLEARING & GRUBBING PERMIT .w .• ,: e � 'CIaY OF CLEARWATER ti,.. _., `.,y F Ia ce ra TO r�en cg rri sa,-r f ,j• ? ': TERE nA ;� 0��aal�1 DEVELOPMENT SERVICES .,, (727) 562 -4741 DATE .> J - RECEIPT 4, 0. A non- refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of app val. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the D property described below. m 1. Location of Property: 2. Protect Name: 3. Purpose of clearing and /or grubbing:] New Construction ❑ Demolition C) Tank Removal ❑Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed �? i- ditches, canals, and swales) v_ ,- �' . t `: ;$ Eo,• •J Li r "11.1 'L�Et 'ii � - - f 5. Proposed method of debris disposal r V_,_-; - =� �:r _ m � . = ; "� _. ' : •{ ; •� �• +.' , , C ,� . ( +s 6. Date you plan to begin work 7. Proposed method of soil erosion control . ► ) rte . > �A r 8. ❑ No -Tree Verification Required (a Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Signature ofjOwner or Owners Representative Printed Name Address Lie in,,x`I F c. 3 -3 1/ City State Zip t Representatives' Firm Telephone Fax 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 Resource Comments: Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted lCloproved - Modified As Noted Above ❑ Denied Signed ��✓�� -k _ Date: l City Manager r Designee CLEARWATER Brian J. Aungst, Mayor- Commissioner Ed Hart, Vice Mayor - Commissioner Whitney Gray, Commissioner Hoyt Hamilton, Commissioner Bill Jonson, Commissioner 1362- 0002 -GC White - Planning & Development Services Yellow - Applicant 7 -01 Design Service Group, Inc. 362A South Grant Street Longwood, Florida 32750 Phone 407 - 331 -3773 - Fax 407 - 260 -0478 E -mail: designservicegroup @earthlink.net May 17, 2001 Mr. Mark T. Parry City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Re: Albertson Store No. 4401 Case: FLS 01 -03 -12 - 1951 North Belcher Road DSG Project No. 00 -048 Dear Mr. Parry: We are in receipt of DRC comments from the April 12, 2001 meeting for the above - referenced project. The site construction plans have been revised and each comment has been addressed in the order received as follows: 1. The traffic impact study, as prepared by Traffic Planning and Design dated May 7, 2001, is attached herewith. 2. The handicap parking space has been relocated next to the front door of the building (Sheet C -3). 3. The tanker truck path has been shown on the Site Geometry Plan (Sheet C -3). The need for backing is minimal and adequate truckpath clearance is available. 4. Albertsons will pay impact fees prior to Certificate of Occupancy. 5. Circulation has been revised to one -way traffic behind the car wash, signage has been added, and the landscape island has been enlarged (Sheet C -3). 6. Drainage Computations are attached herewith. 7. There is an existing Sidewalk Easement for the sidewalk encroachment on Old Coachman Road. The Site Geometry Plan has been revised to reflect the easement (Sheet C -3). Also, attached herewith please find a copy of the Boundary Survey which shows the Sidewalk Easement as recorded in Pinellas County Public Records in O.R. 7093, Page 1850. 8. This comment was deleted. 9. Cross - Access Easements were previously recorded for the property on January 3, 2001, Book 1117, Page 1672, Pinellas County Public Records. A copy of the easement is attached. Site Planning • Consulting Engineering • Environmental Permitting Mr. Mark T. Parry Case: FLS 01 -03 -12 - 1951 North Belcher Road DSG Project No. 00 -048 May 17, 2001 Page Two 10. This is part of a previous subdivision, Parcel 3, Beckett Lake Plaza Subdivision, Plat Book 8312, Page 1478, Pinellas County Public Records. No plat is required. 11. A fire hydrant has been added at the entrance on Old Coachman Road (Sheet C -3). 12. The parking and driving lanes have been revised to provide a minimum of 25' setback along street frontages (Sheet C-3). 13. The blanket water main easement will be forwarded to the City under separate cover once it has been executed by Albertsons, Inc. 14. Existing trees to be removed have been noted on the Existing Conditions & Demolition Plan and the Site Geometry & Utility Plan (Sheets C -2 and C -3). 15. Sanitary sewer has been rerouted to provide more clearance between the main and the existing trees (Sheet C -3). Additionally, the Florida Department of Environmental Protection (FDEP) Wastewater Collection System permit applications have been prepared and are attached. Please complete the appropriate sections pertaining to the City then sign and date where indicated. Once complete, please contact our office to arrange to have all forms forwarded to our office at our expense via Federal Express for further processing with the FDEP. 16. The east drive has been revised to a right -in only drive and the westerly drive has been relocated to align with the existing parking aisle (Sheets C -3 and C -4). 17. The Tree Survey was updated and current existing tree size and locations are shown on the revised Site Construction Plans. 18. This comment will be addressed by the Architect upon Building Permit submittal. 19. The dumpster pad and enclosure have been revised to include a double dumpster design (Sheets C -3 and C -5). Attached herewith please find the following resubmittal items: 1. Five (5) sets of revised Site Construction Plans, signed and sealed. 2. Three (3) sets of Drainage Computations, signed and sealed. 3. Two (2) copies of the Traffic Impact Analysis. 4. Two (2) copies of the Easement Agreement. 5. Four (4) copies of the Boundary Survey as prepared by Guy Hale Land Surveying. 6. Four (4) copies of the Tree Survey as prepared by Guy Hale Land Surveying. 7. Six (6) copies of the FDEP Wastewater Collection System permit application forms. Mr. Mark T. Parry Case: FLS 01 -03 -12 - 1951 North Belcher Road DSG Project No. 00 -048 May 17, 2001 Page Three Continued processing of the application package is greatly appreciated. Should you have any questions, please do not hesitate to contact this office. Yours truly, 1 t �a es . Ba o , P.E. Prod ct Manager JWB:MAB:dmw Enclosures cc: Mr. Gordon Bates and Ms. Debbie Marker, Albertsons, Inc. Mr. Keith Dixon, Cuhaci & Peterson Architects File AA\mp00048.cc.wpd Donna's JWB Disk 2:30 p.m. Case: FLS 01 -03 -12 — 1951 North Belcher Road Owner /Applicant: Albertson's, Inc. Location: 2.37 acres located at the southeast corner of Old Coachman Road and Belcher Road. Atlas Page: 254A IZoning: C, Commercial District IRequest: Flexible Standard development request to permit an automobile service station ( Albertson's Express gas station/convenience store) within the C, Commercial District. Proposed Use: A 1,989 square foot gas station/convenience store and a 1,173 square foot automated car wash. Presenter: Mark T. Parry, Planner. Attendees included: Jim Bartoe The DRC reviewed this application with the following comments: 1. Traffic impact study in error — trips generated need to be per fueling position not per pump, need P.M. peak trips, prove no decrease in level of service on North Belcher Road , NEED TO RESUBMIT, PRIOR TO DEVELOPMENT ORDER 2. Need to verify that handicap parking is close as possible to entrance; AT THE TIME OF BUILDING PERMIT 3. Need tanker path proven to' function without reasonable backing; TO BE SUBMITTED PRIOR TO DEVELOPMENT ORDER (full size semi truck loading anticipated) 4.. TIF for convenience store plus car wash paid prior to CO ($21,363 up to 3000 square feet of convenience store $5,238 per 1000 sf of car wash); 5. Need to eliminate two -way circulation'around the car wash and change parking to angle — add "Do Not Enter" and increase landscape island; MUST PROVE THERE IS A SIGNIFICANT NEED FOR THAT — NEEDS TO BE RESOLVED PRIOR TO ISSUANCE OF A DEVELOPMENT ORDER; 6. Will require new stormwater calculations; NEED PRIOR TO ISSUANCE OF A BUILDING PERMIT 7. Sidewalk easements required on Old Coachman Road; NEED PRIOR TO CERTIFICATE OF OCCUPANCY 8. Verify location of any wells in the area — must be at least 500 feet from any wells; DON SAYS THIS IS OK 9. Cross access agreement required; NEED TO VERIFY PRIOR TO C/O 10. Plat required prior to the issuance to CO; 11. Hydrant required within 300 feet; 12. Require a 25 foot setbacks along all street frontages (specifically Old Coachman Road); TO BE CORRECTED PRIOR TO DEVELOPMENT ORDER 13. City will require a blanket water main easement in addition to a possible county water main easement; PRIOR TO ISSUING BUILDING PERMIT how all trees to be removed on site plan; PRIOR TO ISSUANCE OF DEVELOPMEDER 2 inch; 20 inch cluster of trees;PO ISSUANCE OF EVELOPMENT ORDER 6onsi er re esign o east an south entrances to better preserve existing trees and to match up parking rows; - �PRIA.R1'9�SSUANCE OFD , ISSUANCE OF ANY 16. 5ignage to meet code 19. Consider a double dumpster including a recycling dumpster — must fully enclose (24 by 8 feet) We will send a copy of these comments t Mr. Bartoe (fax — 407 - 260 - 0478); will fax dre list also ACS SENDER: ■ Complete items 1 and/or 2 for additional services. in ■ Complete items 3, 4a, and 4b. y ■ Print your name and address on the reverse of this form so that we can return this card to you. j ■Attach this form to the front of the mailpiece; or pro the back if space does not a! permit. d ■Write'Return Receipt Requested' on the mailpiece below the article number. ■The Return Receipt will show to whom the article.Was delivered and the date delivered. 0 -o 3. Article Addressed to: m a, ALBERTSON`S INC E C/O GEORGE MEERDO 0 1051 WINDERLY PL. COD MAITLAND, FL 3275 0 D a z 5 5. Received By: (P int Name)t� W Q g 6. Signatu : (A resse r go X Cs PS Form 3811, Deceniber 1994 4 I also wish to receive the following services (for an extra fee): 1. ❑ Addressee's Address 2. ❑ Restricted Delivery Consult postmaster for fee. 4a. Article Number P 287 465 709 4b. Service Type • Registered] Certified • Express Mail ❑ Insured • Return Receipt for Merchandise ❑ COD and fee is paid) UNITED STATES POSTAL SERVICE A P�113\ Print your A& and ZIF ~_-- ENVIR0Ntv.C-WT#+t MANAGEMENT P-0. 60,X4748 CLEARWATER, FLORIDA 3481"748 � -----' AII0: DIOI First-Class Mail `^| PomTErqe'&fea"u� m SENDER: • Complete items 1 and /or 2 for additional services. • Complete items 3, and 4a & b. m • Print your name and address on the reverse of this form so that we can m m return this card to you. m • Attach this form to the front of the mailpiece, or on the back if space does not permit. o • Write "Return Receipt Requested" on the mailpiece below the article number. r • The Return Receipt will show to whom the article was delivered and the date C delivered. 0 3. Article Addressed to: 4a; -Arpt m I also wish to receive the following services (for an extra fee): .2 1. ❑ Addressee's Address N M 2. ❑ Restricted Delivery m Consult postmaster for fee. m f9 Number LL E P. Q„ Bo::,-. :20 4b. Service Type Lt t: ci, :ic:l. :::: 'iti7- t�ii:'i� El egistered to Certified CA LU ❑Express Mail !PL— E 7. Date of Delive / m ❑ Insured it ❑ COD c ❑ Return Receipt for 02 =I 5. Signature (Addressee) 8. Addressee's Address and fee is paid) W 6. Signature (Agent) 0 199" dise o` 0 0 if requested Y c .c H 2 PS Form 3811, December V991 it U.S.G.P.O.: 1992- 307 -530 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT OF POSTAGE, $300 JUL 13 1993 Print your name, address and ZIP Code here C-.i.ty of 111111ill fill ItiliIIIIIIIIIII dil C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 NOTICE OF COMPLIANCE 05/17/1996 The City of Clearwater Environmental Management Office has completed its compliance stormwater and landscape reinspection at your site. The site now meets the requirements set forth by the stormwater and landscape ordinance's. If you have any questions regarding this report, please contact Rick Albee at (813) 562 -4741. SITE: Albertson's SITE ADDRESS: 1921 -1923 Belcher Rd. N. OWNER: Albertson's Inc OWNER REP.: George Meerdo Original Compliance Date: 03/05/1996 INSPECTION DATE: 05/17/1996 RECOMMENDATIONS: Typical irrigation systems cycled at twice a week do not supply enough water for newly planted landscape material. At this time Southwest Florida Water Management District (SWFWMD) allows watering of new landscape material on a daily basis for 30 days. To obtain current watering restrictions, call SWFWMD at 1- 800 - 848 -0499. Inspect drainage system periodically for clogged drains, sediment buildup, erosion and overgrowth; then maintain as needed to insure future compliance. to ''Equal Employment and Affirmative Action Employer'' 01/29/1996 C I T Y OF C E E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 NOTICE OF NON - COMPLIANCE The City of Clearwater Environmental Management Office has completed its stormwater and landscape inspection at your site. The site is in non - compliance with the stormwater and /or landscape ordinance's in effect at the time of site development or modification. If you have any questions regarding this report, please call Rick Albee at (813) 462 -6598 SITE: Albertson's SITE ADDRESS: 1921 -1923 Belcher Rd. N. OWNER: Albertson's Inc OWNER REP.: George Meerdo INSPECTION DATE: 01/23/1996 CODES VIOLATED:LANDSCAPE: Sec. 136.023(c)(1),(2),(d),(h)(1) STORMWATER: Sec. 36.007(1)(c) REQUIREMENTS:LANDSCAPE: Install 153 shrubs within the interior landscape islands, remove and replace 5 declining /dead trees from various interior islands, install 38 shrubs (24" hgt.) in the east landscape buffer, 12 shrubs (18" hgt.) in the west buffer (noth of the northern most entrance drive), 4 trees (6'hgt.) and 72 shrubs (24" hgt.) in the south buffer (east of the entrance drive). STORMWATER: Remove the sediment build -up from all of the catch basins, inlet pipes and pond bottom. COMPLIANCE DATE: 03/05/1996 RECOMMENDATIONS:Request an on site meeting for a detailed explanation of the requirements. To insure compliance, a reinspection of the site will be conducted after the above compliance date. Failure to correct the requirements by the compliance date will result in the issuance of a "NOTICE OF VIOLATION ". 1 "Equal Employment and Affirmative Action Employer" C I T Y OF C L E A R W A T E R )nmental Management July 26, 1993 Mr. Walter Stiles 1858 N.W. 22 Ct. Pompano Beach, F1. 33069 Dear Mr. Stiles: POST OFFICE'BOX 4748 CLEARWATER, FLORIDA 34618 -4748 In res.ponse to our conversation on Thursday, July 22, 1993, I am sending you a copy of the approved landscape plan submitted to the city, and a copy of the ordinance in effect at the time the plan was approved (city code Sec. 136.023 - Parking lot landscape standards). subsection (c) perimeter landscape standards: Upon further review of the file, this subsection does not apply along the Old Coachman Rd. landscape strip due to the action taken to address citizen concerns. 100% of the Old Coachman Rd. landscape strip is required to be planted with shrubs 3' on centers and trees be planted every 40' on center. Therefor requiring the replacement of 8 dead shrubs and 1 dead tree in this landscape strip. subsection (d) interior landscape standards: 6% of total vehicle use area shall be interior islands with 50% of that area to be planted with shrubs, and 1 tree for every 200 s.f. of interior landscape islands. SHRUBS 292,052 s.f. Total paved area - 74,506 s.f. Ph.II &III 217,546 s.f. Albertson's paved area X .06 6% of paved area 13,052's.f. of interior islands - 18 50% of island, plants 3' on center_ 725 interior shrubs required 369 existing shrubs on site 356 shrubs required to be installed TREES 13,052 s.f. of interior islands 200 s.f 65 trees required 64 existing interior trees 1 interior tree required to be installed subsection (h), maintenance (1) requires owner, tenant to maintain required landscaping. (3) gives the city authority to reinspect. (4) gives city authority to require replacements. "Eq.ial Employment and Affirmative Action Employer'' Walter Stiles Page 2 The decline of the landscape material could possibly be due to lack of water. I did not and do riot have the means of inspecting the irrigation system to see if it was operable. If it is not subsection (g) irrigation: requires sufficient irrigation be supplied to preserve required landscaping. In summary, 356 shrubs and 1 tree is required to be planted in the interior landscape islands, 8 shrubs and 1 tree is required to be planted in the 'east (Old Coachman Rd.) landscape strip, and the irrigation system should be inspected and repaired as needed. I hope this letter helps clear up any misunderstandings. If I can be of any further assistance please do not hesitate to give me a call at (813) 462 -6598. Sincerely, Rick Alb e Environmental Inspector cc: Michael Quillen, Water Resource Engineer m "o —4 X B 0 ;n 0 7 D Un -) LP Ul i U) co AA r-j 0 -1:� D 0 � T < 71, 1 0 r I ro m n i --q x -ij 0 m t..3 r- ;n z r- a m m IT, 4�4 G ril 1) M M 1, rnDr T c z CL D2 x I iii ri m m `0 ;n- - x cr, CL n n 7- rii r• rn AA rt. r LO LA rt q z ro 0 L"I —4 m x U-1i is D 00 n Z f-j. 0 cr, is rQ `0 CD 17) n -J: -43 0- CL U) fa ra 't w -0 0 IE 0 1-1 0 Rl 0 T • •zf D M X. 'll to -4 rr.: a) 0 U) z Z r-J z z T o -7-1 z w 00 T -I C.•4 AA ril 0 ,,I CO 4) 70 ip rj) c z ff.,, r rl N w 0 n z CL eII C3 co m 0 14 D m r -c m0 7 7; 0 D ;n r-I T m 0 !b Tj z Ul G-4 J. -0 0 cr- z F•) G-11 fR M -r as aII S C, "0 -10 rt O:F r-n rD to 00 cr- -0 n X C, m -10 M 7- C I C. x jO as m NJ r- x F, —11 12, M G-1. --0 ---i C — C. T D D M D 1) E Cri m M r- r-- cri < z M — D, m 1— cr- m fo IIa 7 m m H Z in I-- -r V4 -71 'A --i ril 0, Tfi (n - 0 Ul to NJ -0 n OD Di 7— 7 x co NJ Q. W rw Q of ri- M n Z 0 rt 1.4 01 M 0 c; 1c, i7 C7 Il A 0 0 K" 0. ,�-; -D Cl N.) FE r NJ r ii ul rz, rz, --i z m I uj X (n m x o z 57 T n z f'l m T G) m . C, ft T, & < U-4 z C. D 4z) 04 0 Q Ul 0 T rj rB --i M n 0 W -0 ••) C� z NJ Q4 i4 f -:D C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 July 23, 1993 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The following report is the result of our inspection. If you have any questions concerning this report, please contact Rick Albee at (813)462 -6598. SITE: Beckett Lake Plaza(Albertson's) 1911 -1951 Belcher Rd. N. OWNER: Albertson's Inc. OWNER REP.: Walter Stiles INSPECTION DATE: 07/01/93 FAILED 35� DEFICIENCIES: Requires installation of-36 shrubs (18" ht.) and 1 tree (6' ht.) in the interior landscape islands, and 8 shrubs and 1 tree in the east buffer at the southeast corner of the parking lot. CODES VIOLATED: Sec.136.023(c)(1),(d),(h)(1) eff.10 /85 COMPLIANCE DATE: 08/06/93 RECOMMENDATIONS: INSPECTOR: Rick Albee To insure compliance, a reinspection of the site will be conducted after the compliance date. Failure to correct the deficiencies above by the compliance date will result in the issuance of a formal "Notice of Violation ". to ''Equal Employment and Affirmative Action Employer'' 4 C I T Y O F C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 NOTICE OF COMPLIANCE April 1, 1994 The City of Clearwater. Environmental Management Office has completed its compliance landscape reinspection at your site. The site now meets the requirements set forth by the landscape ordinance in effect at the time of site development, or modification. SITE:Beckett Lake Plaza(Albertson's) 1911 -1951 Belcher Rd. N. OWNER:Albertson's Inc. OWNER REP:George Meerdo ORIGINAL COMPLIANCE DATE:08 /06/93 INSPECTION DATE:04 /01/94 RECOMMENDATIONS: Maintain landscaping in a healthy growing condition to insure future compliance. Typical irrigation systems cycled at twice a week do not supply enough water for newly planted landscape material. At this time Southwest Florida Water Management District (SWFWMD) allows watering of new landscape material on a daily basis for 30 days. To obtain current watering restrictions call SWFWMD at 1- 800 - 848 -0499. noc2.rja to 'Equal Employment and Affirmative Action Employer' P 28? 465 709 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail (See re F C, Certified Fee Special Delivery Fee Restricted Delivery Fee UO rn Return Receipt Showing to Whom & Date Delivered Q Return Receipt S vNhg to Whom, Q Date, & Addressee's Address 0 TOTAL Postage & Fees $ Postmark or Date 0 LL 7 Stick postage stamps to article to cover First -Class postage, certified mail fee, and charges for any selected optional services (See front). 1. If you want this receipt postmarked, stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier (no extra charge). 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return address of the article, date, detach, and retain the receipt, and mail the article. 3. if you want a return receipt, write the certified mail number and your name and address on a return receipt card, Form 3811, and attach it to the front of the article by means of the gummed ends H space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested, check the applicable blocks in item 1 of Form 3811. S. Save this receipt and present it if you make an inquiry. LO ur rn rn L, LL CO t , 1C_3 - -- e t ice of C IT Y OF Environmental Management Albertson's Inc C/0 George Meerdo 1051 Winderly P1. 4th Floor Maitland, FL 32751 -7223 Re:Albertson's, 1921 -1923 Belcher Rd. N. C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 01/10/1996 The City of Clearwater has initiated a stormwater retention pond and landscape reinspection program which will affect all sites with approved stormwater treatment systems and /or landscape plans filed with the City of Clearwater. This courtesy letter is to serve as notification that you or your organization owns property which is included in this program. The Environmental Management Group will be conducting site inspections to determine compliance with the city's Land Development Code, Sections 36.007, 42.27, 42.33 & 136.023, Site Plans, Sec.43.24, Beautification Plot Plan, Sec. 131.221. If the initial inspection finds the site in compliance, no further action will be taken. However, if the site is found to be in noncompliance, you will be given an opportunity to bring the site into compliance. Failure to do so will result in a notice of violation being issued to the present owner or owners. The violation will explain the code(s) violated, nature of the violations and required correction date. Failure to correct the listed violations by the date indicated will result in legal action by the Municipal Code Enforcement Board of the City of Clearwater. (Sec.162.06 (2) F.S.). This program is intended to improve the quality of surface waters of the city and appearance of off-street parking lots and other vehicular use areas, to protect and preserve the appearance and value of the surrounding neighborhoods, to improve the urban and natural environment and to promote the general welfare through the installation and maintenance of stormwater retention ponds and landscaping, for screening, environmental and aesthetic effects. Please contact Rick Albee at the Environmental Management Group at (813) 462 -6598 for information concerning stormwater and /or landscape requirements or if you have any questions regarding the inspection program. Sincerely, Michael D. Quillen, P.E. Water Resource Engineer RA L F A X M E S S A G E e a �� 0�4\ ® ®® CITY OF CLEARWATER �� T sR o ° °l ENGINEERING /ENVIRONMENTAL SENDING LOCATION FAX NUMBER: (813) OFFICE TELEPHONE NUMBER: (813) TO: C41w`�J W1't 1 LOCATION: FAX NUMBER: (-4o? (, q e ,5y59 FROM: R, etc A i-9, E E DATE: 462 -6641 462 -6747 MESSAGE: �\0`17 efc- A ID k /ou NUMBER OF PAGES THIS MESSAGE (INCLUDING THIS COVER PAGE) JUSTTHE.FAX c STORMWATER INSPECTION REPORT' VARCEL : SITE: S ITE ADDRESS BASIN : _ DRAINAGE AREA: REQUIRED VOL.: POND TYPE WEIR TYPE PROPOSED WEIR: L: D: SKIMMER: UNDERDRAIN : UNDERDRAIN C.O.: LITTORAL SHELF:r PROP. VOL.: )DOTES r EXIS'.TING D. SICIMMI R: �l UNDTRDRAIW UNDERI)RAI0 • C . O LITTOVL 8f4ELP !' INSP . DATE : EROSI ON: I OVERGROWN: TI DENUDED: _ COLLECTION A POND CONSTRUCTED PER PLAN CONTROL STRUCTURE CONST. PER PI_IVN ; ;p COMMENTS: -7z _ JAA,� r 1. EXIS'.TING D. SICIMMI R: �l UNDTRDRAIW UNDERI)RAI0 • C . O LITTOVL 8f4ELP !' INSP . DATE : EROSI ON: I OVERGROWN: TI DENUDED: _ COLLECTION A POND CONSTRUCTED PER PLAN CONTROL STRUCTURE CONST. PER PI_IVN ; ;p COMMENTS: -7z _ JAA,� r 1. N7--Fe 1 o� -Z `f� z8� ij X72 i 61 5 / q ( '-; r�) T-60 44:x`' +:, •� �•�--- ..,..,, .. (fk; C I T Y OF C I J E A R l 1/ A 1 E .1 Y. POST OFFICE BOX 4 74 F? CLEARWATER.. FLORIDA 34618474£? Environmental Management November 10, 1992 Sharon Bishop Webbs Nursery 2251 Montclair Road Clearwater, FL 34.623 Re: Beckett Lake Plaza, Landscape Requirements Dear Ms. Bishop: As requested, this letter is to confirm the City's landscaping requirements for the First Florida Bank parcel buffer along Sunset Point Road. Af ter completion of the Sunset Point Road construction, the City will require a continuous landscaped buffer along Sunset Point Road. This buffer should contain trees on a forty foot spacing and shrubs on a three foot spacing. The trees must be Florida Grade # 1 or better native shade trees, with a' minimum height of 8' and a minimum caliper of 1.5" at six inches above grade. The shrubs must be Florida Grade # 1 or better and have a minimum height of 24 ". Credit will be given for any existing trees or shrubs left in a healthy state after the construction. If I may be of further assistance, please contact me at 462 -6382. Sincerely: c Michael D. Quillen, P.E. Water Resource Engineer BLPL2.MDQ 1� C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 PLANNING AND DEVELOPMENT TELEPHONE: (813) 462 -6880 August 28, 1992 Ms. Rachael Worthington, Esq. Pinellas County Attorney's Office 315 Court Street Clearwater, Florida 34616 RE: Sunset Point Road Landscape Plan Dear Ms. Worthington: Enclosed is the preferred Landscape Plan prepared by the Clearwater Environmental Management Group for that portion of land located between the proposed right -of -way and the southern portion of Beckett Lake Plaza zoned Commercial Planned Development. The landscape plan is being forwarded to you as the first alternative to replacing the existing trees proposed to be removed as a result of the acquisition of the northern right - of -way portion of Sunset Point Road, located at the rear side of the existing Albertson's Food Store. The emphasis of the plan is to provide a natural screening mechanism between the Albertson's Food Store and the single family residences located to the south. If I can be of further assistance, please contact me at 462 -6880. Sincerely, ouis. Hilton Planner II LRH /Irh rachael.lrh PLANNING AND DEVELOPMENT F Ili nlo,imnnt and Affirmative Action Fmployer'' BECKETT LAKE PLAZA Sunset Point Road- Required Landscaping Landscaping to be installed within existing Sunset Point Road landscaped buffer north of existing sidewalk, from Old Coachman Road westerly to entrance drive (± 420 ft.). Landscaping to be installed in line with existing landscaping. Trees- 10 trees required total -66 existing Live Oak trees =4 additional trees required Trees to be Live Oak (quercus virginiana), minimum height 8' -10' Minimum caliper to be 1.5" @ 6" above grade. Trees to be Florida Grade #1. Trees to be located east of existing ±30" Live Oak tree, with a minimum separation of 40 ft. Shrubs- 140 shrubs required total ±100 existing ± 40 additional shrubs required Shrubs to be ligustrum lucidum, minimum height 24 ". Shrubs to be Florida Grade #1. Shrubs to be integrated with existing shrubs to provide a continuous row with a minimum spacing of 3 ft. All existing dead plants to be removed. Igo S CAS = C Ei I ' � 5 —U Qe. UP, -� v —, S h iS'` Cam} S �` r7.s`ga = �S 5 r l �O Al 5 ay IN P�r NAME OF OWNER: LOCATION OF WORK: TREE REMOVAL APPLICATION FORA Clearwater, Fl. Fee Rec. $ Date Rec: _ Rec. By: _ Rec't # REQUIRED REPLACEMENT TREES -------------------------------- -- ....... ... ... - - ............. - .................... -------------- ft - - - - - - - - - NAME OF OWNER _ OWNER'S ADDRESS PERMIT TO REMOVE TREE (S) PHONE LOCATION OF TREE (S) LOCATION OF TREES ON LOT SPECIES AND NUMBER OF TREE (S) REASON FOR REMOVAL: ❑ Construction ❑ Hazardous ❑ Dead - Dying ❑ Other - (Specify) TO APPLICANT: A non - refundable three dollar ($3.00) fee is re- Fee Rec: $ quired for each tree requested to be removed. Rec't # PLEASE READ AND SIGN: 1. On New construction, additions, or other modifications of a property which requires the removal or relocation of a protected tree(s) (Larger than 4" in diameter at 41/2 ft. above grade), a Site Plan is required. When removal is requested for construction purposes, the Site Plan must have a minimum scale of 1 ":0' for single family lots or 1 ":30' for multi - family, commercial or industrial sites. The Site Plan must show: 1. Major Changes of Grade 2. Structure Locations 3. Driveways and Walks 4. Parking Arrangement (if any) 5. Required Number of Parking Spaces 6. Proposed Number of Parking Spaces 7. Underground Utilities to be installed 8. All Setbacks per Zoning 9. All Easements and Rights -of -Way 10. All Protected Trees — Including: A. Diameter (DBH) at 41/2 ft. above grade B. Location (Surveyed) C. Species D. Any Diseased or Insect Infested Trees E. Designate Trees Requested to be Removed 2. Protective Barriers are required around all trees remaining on site during construction. These barricades must remain intact during construc- tion as a citation will result if they do not remain standing and functional. Protrective Barriers must meet City Specifications per City Ordinance 1623. 3. The replacement (Planting) of trees (Minimum Ht. of 6') may be required on your property before occupancy is allowed. Trees are to be selected from the approved list on file in the Environmental Division. See inspectors note below to determine the number of trees required when the approved permit is returned to you. I hereby certifiy 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 appear to be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued shall render it null and void and be considered a violation of Ordinance 1623, Section 23A, Code of Ordinances. Signature of Applicant if not owner Agency Representing & Phone Address City State Printed Name Signature of Owner Date Received Called /Mailed PICKED UP REQUIRED REPLACEMENTS DO NOT WRITE BELOW THIS LINE — Not Valid Until Signed By City Manager or his Designated Agent Inspector's Comments: Recommended Replacement Trees Required Replacement Trees Signed Inspector Date Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved As Submitted ❑ Approved — Modified As Noted Above ❑ Denied Signed: City Manager or Designee Date: rl� T_ TREE REMOVAL APPLICATION FOI NAME OF OWNER: Appenzeller & Boyd F, Zarra /Coup,,ty/ Fee Rec. $ Waived TV Beckett Lake Plaza - Phase I Date Rec: LOCATION OF WORK: Rec. By: Clearwater, Fl. Rec't # - -- REQUIRED REPLACEMENT TREES PERMIT TO REMOVE TREE (S) NAME OF OWNER Appenzeller 6 Boyd $ Zarra / County / Jim OWNER'S ADDRESS _ Beckett Lake Plaza - Phase I Clearwater LOCATION OF TREE (S) PHONE 726 8455 above LOCATION OF TREES ON LOT see attached SPECIES AND NUMBER OF TREE (S) 7 trees TO APPLICANT: A non - refundable three dollar ($3.00) fee is re- quired for each tree requested to be removed. PLEASE READ AND SIGN: 7298 REASON FOR REMOVAL: ❑ Construction ❑ Hazardous ❑ Dead - Dying 2L Other - (Specify) 30" water main Fee Rec: $ Rec't # 1. On New construction, additions, or other modifications of a property which requires the removal or relocation of a protected tree(s) (Larger than 4" in diameter at 41/2 ft. above grade), a Site Plan is required. When removal is requested for construction purposes, the Site Plan must have a minimum scale of 1 ":0' for single family lots or 1 ":30' for multi - family, commercial or industrial sites. The Site Plan must show: 1. Major Changes of Grade 2. Structure Locations 3. Driveways and Walks 4. Parking Arrangement (if any) 5. Required Number of Parking Spaces 6. Proposed Number of Parking Spaces 7. Underground Utilities to be installed 8. All Setbacks per Zoning 9. All Easements and Rights -of -Way 10. All Protected Trees — Including: A. Diameter (DBH) at 41/2 ft. above grade B. Location (Surveyed) C. Species D. Any Diseased or Insect Infested Trees E. Designate Trees Requested to be Removed 2. Protective Barriers are required around all trees remaining on site during construction. These barricades must remain intact during construc- tion as a citation will result if they do not remain standing and functional. Protrective Barriers must meet City Specifications per City Ordinance 1623. 3. The replacement (Planting) of trees (Minimum Ht. of 6') may be required on your property before occupancy is allowed. Trees are to be selected from the approved list on file in the Environmental Division. See inspectors note below to determine the number of trees required when the approved permit is returned to you. I hereby certifiy 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 appear to be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued shall render it null and void and be considered a violation of Ordinance 1623, Section 23A, Code of Ordinances. nature of Applicant if not owner Printed Name Appenzeller, Boyd 6 Zarra, Inc. Agency Representing & Phone 3135 S. R. 580 Addres Safety Harbor, Fl. 34695 City State Signature of Owner Date Received Called /Mailed PICKED UP REQUIRED REPLACEMENTS DO NOT WRITE BELOW THIS LINE — Not Valid Until Signed By City Manager or his Designated Agent Inspector's Comments: /j' /� Recommended Replacement Trees Required Replacement Trees Signed f'�` { Date Inspector Based on the Inspector's comments and information submitted, the above removal application is: —>SzAppro dd As Su_bmittd`d ❑ Approved — Modified As Noted Above ❑ Denied Signed: - ` Date: Ufa ' 4 City)Manager or Designee M APPENZEL" :R, BOYD& ZARRA,I_ 2. �, /ENGINEERING & SUxVEYING TRANSMITTAL pK 3135 STATE ROAD 580, SAFETY HARBOR, FLORIDA 30 (e1!) 726 -8455 /0\ 273 WEST JEFFERSON ST., BROOKSVILLE, FLORIDA 34601 (904) 799 -4600 TO: -- C l l `li dI:- TA r JI DATE _ Z 7 .8 JO N0. ^ / O ATTENTION RE ?'ice` -'V-gn1- V v—v— RAZA WE ARE SENDING YOU Attached Under separate cover The following items AMT SETS DATE DESCRIPTION 1-'Z-7 THESE ARE TRANSMITTED as checked below REMARKS: ti Eel ❑ For approval 0 For your use ❑ As requested `< For review and comment 0 COPY TO: coE�C?�Ar' '601A SIGNED: M4 IS I Whim "091mb APPLICATION FOR LAND CLEARING & GRUBBING PERMIT a CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT ENVIRONMENTAL MANAGEMENT DATE f " (813) 462 -6747 RECEIPT NO. A non - refundable filing fee of $10.00 is required per Resolution 86 -9. Permit applicable for 6 months from date of approval. In accordance %pith Section 98.30, 1 hereby apply for permit to land clear and/or grub the property described below. 1. Location of Property 1110e-TN r A51 C OYQE e Sit tit SCT Po told -- e-0. 13FLLttri' e 2. Project Name BEl kET 4-AKE PI A7 A - PH, 1 3. Purpose of clearing and /or grubbing )BUILDiKt[j. PAS PAt'iGti1 <- �c i 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) 7_1ZEE-S SH9U$S 5. Proposed method of debris disposal Drafts To Se WL)L c o %o /)Um p 6. Date you plan to begin work __ O POI ( F.0 GE i rrT OF 1'6'elY11 7. Proposed method of soil erosion control AJOKIE zEQ u I Pt a 8. No -Tree Verification Required VTree Removal Permit Required 2, , ) 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 A14,41JJ ,tl am Zk-1, Signature of Owner or Owners Representative Printed Name 335 ' Se, 580 Address, SAFETY MOM, . I 3�I x`15 City tate Zip A?rekJZCc El, V)L)%(O ZA eA ft`1L• 7Z(-84S5 Representatives' Firm Telephone Subscribed and Sworn before me this day of V41_111 e. < 19 ;.., Signat of Notary- *' NAME OF NOTARY COUNTY�c. COMMISSION EXPIRES;. -J" i. 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 Co Comments &612,X1'e 40 OA/ F I!E Q*4_y CoOA7 - 1L�ll�,c��;l►r�L1� CrJ l ��1��i M Cz) PER A4 15:7 4E C-o�(1 e Cv/v, r r1 /,)& . /Z,:7 () f U4/ Jv L-f _ �Lr G..lfli��'� Co Urban Forester Date Based on the above comments and infoirnation submitted, the above removal application is: (1� Approved As Submitted Approved — Modified As Noted Above ❑ Denied " Signed: 4 t - ! Date: City Manager or Designee White — Applicant Yellow — Environmental Pink — Inspector Rev. 0%7 s TREE REMIOVAL APPLICATION FORM �N^• :05 Beckett 1: se Plaza - Ph a7_,5, T Fee Rec. $ 1,13. 00 ` NAME OF OWNER: n 88 Date Rec. LOCATION OF WORK: M CorneruSaunset Pt. & Belcher Rd. Rec. By: Clearwater, Ft. Rec't # 7 t " ` REQUIRED REPLACEMENT TREES NAME OF OWNER - OWNER'S ADDRESS PERMIT TO REMOVE TREE (S) APZ - Beckett Lake Plaza - Phase I NE Corner - Sunset Pt. & Belcher Rd, t�S pan atpr PHONE LOCATION OF TREE (S) above address LOCATION OF TREES ON LOT SPECIES AND NUMBER OF TREE (S) see attached 41 trees Y-r 7105 REASON FOR REMOVAL: Construction ❑ Hazardous ❑ Dead - Dying ❑ Other - (Specify) TO APPLICANT: A non - refundable three dollar ($3.00) fee is re- Fee Rea $ 123.00 quired for each tree requested to be removed. Reet # f ?� Ae i4l% Qi 7/ PLEASE READ AND SIGN: 1. On New construction, additions, or other modifications of a property which requires the removal or relocation of a protected tree(s) (Larger than 4" in diameter at 4112 ft. above grade), a Site Plan is required. When removal is requested for construction purposes, the Site Plan must have a minimum scale of 1 ":0' for single family lots or 1 ":30' for multi - family, commercial or industrial sites. The Site Plan must show: 1. Major Changes of Grade 2. Structure Locations 3. Driveways and Walks 4. Parking Arrangement (if any) i 5. Required Number of Parking Spaces 6. Proposed Number of Parking Spaces 7. Underground Utilities to be installed B. All Setbacks per Zoning 9. All Easements and Rights -of -Way 10. All Protected Trees — Including: - A. Diameter (DBH) at 4112 ft. above grade B. Location (Surveyed) C. Species D. Any Diseased or Insect Infested Trees E. Designate Trees Requested to be Removed 2. Protective Barriers are required around all trees remaining on site during construction. These barricades must remain intact during construc- tion as a citation will result if they do not remain standing and functional. Protrective Barriers must meet City Specifications per City Ordinance 1623. • 3. The replacement (Planting) of trees (Minimum Ht. of 6') may be required on your property before occupancy is allowed. Trees are to be selected from the approved list on file in the Environmental Division. See inspectors note below to determine the number of trees required when the approved permit is returned to you. 1 hereby certifiy 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 appear to be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued; n hall render it null and void and be considered a violation of Ordinance 1623, Sectio 23A, Code of Ordinances. Signature of Applicant if not owner i ` ppenzeller, Boyd & ZarraT Ibc i Agency Representing & Phone 3135 S.R. 580 Address Safety 111arbor,Fl. 34695 City State 726 8455 Printed Name Signature of Owner Date Received Called/Mailed PICKED UP REQUIRED REPLACEMENTS DO NOT WRITE BELOW THIS LINE — Not Valid Until Signed By City Manager or his Designated Agent /fj / Inspector's Comments: - '-'I �� ' / Recommended Replacement Trees Required Replacement Trees Signed��° `~ Inspector.' 1 /'% - 4e, 1-1- f ir'- : " � 1 r Date TA Z_ Based on the Inspector's comments and information submitted, the above removal application is: Roved As Submitt ❑Approved — Modified As Noted Abpve C1 Denied Signed: _ — - — -- — Date: City f'anager or D-csignee PERMIT TO REMOVE TREE (S) NAME OF .OWNER "Z2�4'- 09154 OWNER'S ADDRESS REASON FOR REMOVAL: '1422,1 Al X, Construction PHONE ❑ Hazardous LOCATION OF TREE (S) /I/ /= S i ,� f J;�! `P ❑ Dead - Dying ❑ Other - (Specify) LOCATION OF TREES ON LOT 14 hF r W, SPECIES AND NUMBER OF TREE (S) TO APPLICANT: A non - refundable three`dollar;($3.00) fee Is re Fee Rec: $ G ` quired for each tree reguested<to�be,removed Rec't # /�►f ?ri PLEASE READ AND SIGN: ' ! j 1. On New construction, additions, or other'modifications of a property which requires;'the removal or relocation of a protected tree(s) (Larger than 4" in diameter at 41/2 ft. above grade); a Site P.Iarr is "required.- Wherrremoval is requested for construction purposes, the Site Plan must have a minimum scale of 1 ":0' for single family, lots or' 1_ ..for mulil family comrnercial:or industrial sites. The Site Plan must show: 1. Major Changes of Grade 9. AlI'Easements and Righi"s -of -Way 2. Structure Locations 10 AII; Proiected.Trees ,•Including: 3. Driveways and Walks A. Diameter (DISH) at 4� /z• fi. above grade 4. Parking Arrangement (if any) r B:; Location (Surveyed) 5. Required Number of ParkingsSpaces ' ; ` C:,' Species ' 6. Proposed Number of Parking Spaces„ D. 'Any Diseased /or Insect''Infested Trees 7. Underground Utilities to be installed > Ei °.Designate Trees Requested to be Removed 8. All Setbacks per Zoning ' `. r 2. Protective Barriers are required around all'trees remaining on site durmg_cori'structions These tiarncades must remain intact during construc- tion as a citation will result if they do not remain standing and functional ' -Protective;Barriers' must meet City'Specifications per City Ordinance. -:e 3. The replacement (Planting) of trees (Minimum Ht of 6) maybe required on your before occupancy is allowed. Trees are to be selected from the approved list on file in the 'Env'ironmental Division. See: - inspector's note below to-determine the number of trees required when the approved permit is returned 3o you I hereby certifiy that as property owner or as�representative of the propertyownei; 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 appear to be determined thai'.the`tree(s) are located wholly or partially on property owned by some other person, then, I .agree to hold'th4tity 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.repre sent ation of all facts concerning the proposed removal of the tree(s). Any deviation',from the permit issued shall render it ,null -and void'and be.considered a•viofation of Ordinance 1623, Section 23A, Code of Ordinances. Signature of Applicant if not owner Printed, Name Agency Representing i3tPlne Signature of Owner 14 � Q,614-,) Z z Gtr Z 17- A4cZ,- Address City State Date Received Called /Mailed PICKED UP REQUIRED REPLACEMENTS DO NOT WRITE BELOW THIS LINE — Not'Valid Until'S geed By City Manager or his Designated Agent Inspector's Comments: {{[C �' C b *'y"LAy r L ACV A U2 0 Or; Recommended Replacement Trees Required Replacement Trees VA'- t Q r G Signed Date Inspector Based on the Inspector's comments and information submitted, the above removal application is: 11 Approved`As Submitted ter pproved — Modified As Noted Above ❑ Denied g� . f //� _ .„r . Si ned: ��.. Date: City Manager or Designee r1/k\ -2 Albertsons' MARK A. EHRMAN Store Director ALBERTSON'S, INC. / 1921 NORTH BELCHER CLEARWATER, FLORIDA 34623 / 813 - 726 -1724 6'ORS' B —B 13" 1" I B B 18' -1111 1 TT 13 " 12 " 12 '1,_5'2 20' CENTERS 6 FT. AND 8 FT , . ELEVATION _G,� A -A r Spy: y ••.pN 4 11 i HORIZONAL STEEL TO BE CENTERED IN PANEL 4' -3" , 6 FT. AND 8 FT. PANEL SECTION A•7A 5' -4" 6 FT. AND 8 FT. FOUNDATION 911 3611 ► ' 6' $, I ry •Aia '1d30 ON10"n9 19 f tJ m1j - 1*) 40 3 .•.� Z� Z b Noll 19' -5 1/2" 7 \R . Owe cyfts 1858 N.W. 22ND COURT POMPANO BEACH, FL 33069 305- 973 -8.488 FAk 305 -960 -0601 :s. � _ ....�,_, ._�- _.u..,..: Leo.... � ........'.1..:.. «......,_...... ate_,,.............. °- �«+.:�x.. ..o _.._.,.,.� ,Rt..,.. �....- .._..+.............. - .,.._mot_._ -. CONCRETE SPECIFICATIONS NOTE: CONCRETE AND STEEL FOR POSTS SHALL BE SAME STRENGTH AND GRADE AS FOR PANELS FOOTING CONCRETE SHALL BE 3000 PSI. CONCRETE COVERAGE FOR RZINFORCEMENT STEEL TO BE 1 1/211 FOR POST AND 1 1/2" MINIMUM FOR PANELS REINFORCING STEEL • 6 FT. SMOOTH AND TEXTURED WALL PANEL CONCRETE WILL BE TARMAC'S 4000 PSI 3/4 AGG. ALL STEEL A615 DEFORMED BARS 60,000 PSI CENTERED IN WALL SPEC. ONE PANEL 75" X 19'4' VERTICAL BARS .375 DIA. 12" O.C. HORIZONAL BARS .375 DIA. SPACING WILL BE 4" PN CENTER 8 FT. SMOOTH AND TEXTURED WALL PANEL CONCRETE WILL DE TARMAC'S 4000 PSI 3/4 AGG. ALL STEEL A615 DEFORMED BARS 60,000 PSI CENTERED IN WALL SPEC. ONE PANEL 92" X 19'4" VERTICAL BARS .375 DIA. 12" O.C. HORIZONAL BARS ,375 DIA. SPACING WILL BE 4" ON CENTER 12" POST .I REINFORCING STEEL 6' - 4 #6 WRAPS #3 @ 4 1/2" FROM 3" ABOVE FOOTING TO 2 6" ABOVE FOOTING. i OTHERS AT 18" MAXIMUM. 8' — 4 #7 WRAPS #3 @ 4 1/2" O.C. FROM 311 ABOVE- FOOTING TO . -4 ' 6 " ABOVE FOOTING. OTHERS AT 1811 MAXIMUM. 24" POST REINFORCING STEEL 4 - #5 WRAPS #3 - 18" O.C. FITZ A. HARRIS, P.E REGISTERED ENGINEER NO., 32596 STATEN j0�,�' "FiLORI -DA - t� . 43 1 =j•z Lip • H H 0 a H w z cn ABBREVIATION ET EXISTING TREES NT NEW TREES -c OLD COACHMAN ROAD 5 1 n 0 ic f. f� .r.. 6 ' HIGH CONCRETE FENCE 300" N N T' 1858 N.W. 22ND POMPANO BEACH, 305 - 973 -8488 COURT FL 3306 9� FAX 305- 960 -0601 SCOPE OF WORK: 560 FT. OF 6 FT, HIGH PRECAST WALL. 33 BUMPER BLOCKS, 3 - 7" STEEL POST TO BE CUT OFF AT GROUND LEVEL, LANDS APPROX. 241 10 NEW - 10 REMOVE: 1 1 1 1 "CAPING: GREEN H@M. -t4, FT. LIVE OAK TREES 18" OAK TREE 5 - 10" OAK TREE 6" OAK TREE A- 4" OAK TREE -- =I` A - '�PP O , X49 , n;; OF I=RRIGAT'ION ALBERTSON'S 250 PARK CENTER BLVD, BOSIE, IDAHO 83706 Gov 18 02 SITE PLAN PRECAST WALL LANDSCAPE & IRRIGATION -'A- QVI v-- N %j ul LL A W 2 W Z L� ® 3 0�w IL �I �I T Q O H L C/) o �I `co � On-] I L13031BOO9 N 31" 2511' si2(� �c L8 rr 3 SB9 s N 07�, ABBREVIATION LEGEND: S.I.R. Set Icon Rod W.M. water Main N Notth S South E Ea .6t W west ° Degtem when used in Beat-ingz ' M.inutez when uzed in Beating-6 " Seeond,6 when used in Beating,5 ' Feet when sized in D.ustanee F.H. Eire H ydtant Centett ine SCALE: I" I 1 x O.00 "DENo -ms 61PUMP ELEVAnDNS . (io' 6mr) Al-OA16 ds• uF2 2 iCR� cu5) ELEN)ATIOAJ5 I f3ASEf7 o1J 171.*,JEct..AS CouivTy EA161NEErej&j6 171S1C CAMPUS i\,I AZ -1 OLD COALEM&N-1-RO-AD (o(o' [Z16HT- of- V4Al-1 AS -BUILT SURVEY OF THE EASTERLY PROPERTY LINE OF THE FOLLOWING LEGAL DESCRIPTION. PROPERTY LINE ESTABLISHED FROM LEGAL DESCRIPTION RECORDED IN O.R. BOOK 7875, PAGES 2377 & 2378, FURTHER DESCRIBED AS FOLLOWS: A TRACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE N 89 °50'54" E, ALONG THE EAST /WEST CENTERLINE OF SAID SECTION 6, SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. #588), FOR 898.27 FEET; THENCE N 00 °09'06" W, FOR 50.00 FEET TO A POINT ON THE NORTH RIGHT -OF -WAY LINE OF SAID SUNSET POINT ROAD, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE N 00 °09'06" W, FOR 230.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90 °00'00 ", AN ARC LENGTH OF 23.56 FEET AND A CHORD BEARING N 45 °09'06" W, FOR 21.21 FEET TO THE POINT OF TANGENCY; THENCE S 89 050'54" W, FOR 2.84 FEET; THENCE N 00 °09'06" W, FOR 44.00 FEET; THENCE S 89 050'54" W, FOR 63.00 FEET; THENCE S 00 °09'06" E, FOR 44.00 FEET; THENCE S 89 °50'24" W, FOR 5.46 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90 000'00 ", AN ARC LENGTH OF 39.27 FEET AND A CHORD BEARING S 44 °50'54" W, FOR 35.36 FEET TO THE POINT OF TANGENCY; THENCE S 00 °09'06" E, FOR 10.32 FEET; THENCE S 89050'54' W, FOR 73.00 FEET; THENCE N 00 009'06" W, FOR 2.14 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 55 °02'30 ", AN ARC LENGTH OF 24.02 FEET AND A CHORD BEARING N 27 040'41" W, FOR 23.10 FEET TO THE POINT OF TANGENCY; THENCE N 55 °11'36" W, FOR 9.26 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 46 003'16 ", AN ARC LENGTH OF 28.13 FEET AND A CHORD BEARING N 78 °13'14" W, FOR 27.38 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHEASTERLY RIGHT -OF -WAY LINE OF BELCHER ROAD; THENCE N 34 °48'24" E, ALONG SAID RIGHT -OF -WAY LINE, FOR 538.68 FEET TO THE POINT OF INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 37 011'55 ", AN ARC LENGTH OF 16.23 FEET AND A CHORD BEARING S 36 035'39" E, FOR 15.95 FEET TO THE POINT OF TANGENCY; THENCE S 55 °11'36" E, FOR 114.96 FEET; THENCE N 34 °48'24" E, FOR 126.99 FEET; THENCE N 55 011'36" W, FOR 4.00 FEET; THENCE N 34 048'24" E, FOR 47.50 FEET; THENCE S 55 011'36" E, FOR 56.70 FEET; THENCE S 89 °37'18" E FOR 87.89 FEET; THENCE N 87 °24'39" E, FOR 49.06 FEET TO THE POINT OF INTERSECTION WITH A CURVE CONCAVE TO THE NORTH; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 23 034'41 ", AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING N 78 035'21" E, FOR 10.22 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT -OF -WAY LINE OF COACHMAN ROAD; THENCE S 00 °22'42" W, FOR 702.17 FEET; THENCE S 37 °03'26" W, FOR 25.11 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF AFORESAID SUNSET POINT ROAD; THENCE N 89 050'54" W, ALONG SAID RIGHT -OF -WAY LINE, FOR 451.43 FEET TO THE POINT OF BEGINNING. I r"lr NOTES: 1. THIS SURVEY WAS PREPARED WITHOUT THE BENE 'IT OF A TITLE SEARCH, AND MAY BE SUBJECT TO EASEMENTS AND OTHER MATERS OF RECORD. SURVEYORS' S CERTIFICATE: i .)y T. r 5 U F .'E'T 0/06/ 92 I HEREBY CERTIFY TH4T I k,',"VE CFA-Zo,'Oi ' ABOVE r G ,_ `. C�,�1�`p ,JLY �._?RVE •. THE NeOVE D"SCR�5�D PROPERTY AND THAT SAID ;s••(��;�i�:'y :URA' 'I ��rJ SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF;. "��',•',��`IE4V& -. �`S�ND � =EF AND THAT THERE ARE NO ENCROACHMENTS L � PT ,SRS y3g0 �'�,'' : "1aEF A LERT c) '�+AT TNT S SURVEY MEETS THE MINIMUM`L 21 1. 6 ,7yr,A ADMINISTRATIVE CODi- '�� `w � i � -2 F: - 7 ATUTES. EUGENE S. CAUDELL, FLsrE';�FQ .�tQ D LA. S.'F; NOT VALID UNLESS EMBOSSED Wi'H SURVEYORS' 'AL PE (5 /v) No mi4ra(11�4�ls -� 5,cyPl ccem 'Q'r" a of C. A t_(14-1tersoa. Al c. 1425 Guth To Bay B.2vd., Cteatwatet, FL 34615 (813)446-9568 WORK ORDER No b F Z P O : SHEET yQ �_ CF I DATE DRAWN K•d• SCALE APPROVED Tdl�l92 CHECKED �J _ - - ' � ' � ` - ` ` � , ' `� ` �' '`' � � '�� ` ~ �� /7 /� ---- -__ `^-_�'� �`� ` _-____-� _-- - � ` ` ' --'---------------' __--__.---_- ---_----_- - '-__ -'--- _ ' - � __----____�_' ----_ _-_-__ �� / ^_ -\ ` -/ ^ _ �`� ~ I i J r �I 4•� Q LID (5� a I■ i I i A i a ri :to X W VOI z 0� 0_i 0 0 C9 1- It 6 ADDITIONAL AROUND OPENING AT BOTTOM FACE \ \ 3" CLEAR \ \ 416 6 "EWAT BOTTOM FACE 0 3" CLEAR C/ \ ll 44 6 DIAGONAL TO MAT o \ \ \ - Go, (� oQ� O.H. Power / -- \ \ \\ {- lossjll�, fiYP�� ISl,a,hlOS, I -ZIA . / \\ \\ \ \ \ \ 211 Gu R8 . \ \ \ _ - ,. - 0 _ _ � �L G I I✓ � 1• �� L/ /� I I � V I A ' �Y Y � N V J V / / GlusiGr - \ I �' i °z" °O N D �x � I . N -T,5, }. .5' X / 4;4' DETENTION � jd 4 :I POND 30 ® �. \\ \\ ° \�\ \ \ \ W y \\ \\ \. � �, �i�ixi � �� /%/ /� ,• `\ ` \•. Ny BOTTOM EL_. S4.z \\ ��' // �� \ 2X �J V. CIA V. I \ / \ / I •! \ \ 4/1 \ \ 'i/ ' . :��/• -�� ` / % �\ 1.4 Imo0 - . �° W � \\•� X i W �AIINI� �OI� W ps� / I / �,. o ►5'i e`er" I \ \�8 \\ TAE SLANT N U_rl P�AI I.., I O \ °C ,;. \\ I`Iol A(,rfy Td "y JJ \ \ �/ .� 4,4,•4 \ \ N \ \ \ \ V/ 40 x C9 , l \ `r 1`117 14 N 0.3r i I � O, I \ MAIN SEWER MANHOLE BARREL AND BASE TO BE CENTERED ON MAIN SEWER MAIN SEWER CONCRETE TOP SLAB DETAIL PLAN GROUT INTO PLACE (TYP) T" RING AND COVER (SEE DETAIL THIS SHEET) $• DENOTES SURVEY LINE FINSHED GRADE GROUT FILL OPENING TRAFFIC BEARING BRICK 0 X WITH NON- SHRINK MORTAR CONCRETE TOP SLAB RISER (SEE DETAIL 0 30 60 I' THIS SHEET) _ice I \ NOTES: I, SEWER LATERALS TO W BE PROVIDED PER PLANS A w o 2, MATCH CROWN OF SERVICE ! PVC FOR IRRIGATION •: u t- £ LINE WITH CROWN OF MAIN I (SEE IRRIGATION PLAN) +' ;' `. o II 0 + I PUMP j ai zo I ( SEE IRRIGATION PLAN) FLOW I ' : CRUSHED STONE DR ;.►. ••: OTHER APPROVED U'' " "' •' 3140 12" EW BEDDING MATERIAL. I I 6" " 6" 4=0" IA. , ,. 6" EXISTING WELL PRECAST CONCRETE (SEE LANDSCAPING PLAN ) \I SHALLOW MANHOLE N.T. S. 1 i 0 [W ST16, oi�K '(o Iz�Mnl N � ( ©�5�'� OAK TO ��j�Dy�p' O �x 1sT C, �� ►�- Tb ILL o�A7 r ; : . WITH 80" T[ZF_e �E L•oG�T'�f� o1�.I� T i5 I LAN12 5G,�\ Cori Tra.�Tolz, SI- CAI- I- ".�� P�sl�Nslr�� o �x15T'(, SNf�ur3 Ta E-XI ST'G 3'' w��,l� GENERAL SPECIFICATIONS Is � � F G ` © 5„ 4 1 Z.. z5`. �1 © ® \\ o \ I E pETT l oty o Ty D AIzEAs TREE PROTECTION I 2.: �X 15'i" C7 WF l-l.S f"I A�' �� SU�a J �,GT TD KEGUL.4 0 °, I ®,,oz�" '; ,_ \'`\ \ \\ I3Y 50Lr(I -IwEST fL0�1>DA. WAT�(� �1AN�'T pl T�,G-� The Contractor shall be responsible for all unauthorized cutting r I = / ' _J/ \�• � \•\ \\ \ �0 Goi` oTa 1� SNAG , Y aEFoK� c�E_DI damage to trees and shrubs caused b g - I / ",o' .\ \ \ ,�O li(� Y RIB � NG, g y careless operation of equip IS \\ 5. ALL- pA(�.K'G LOT LA.1yo" FC- �,t�-I -f�s SRAI_L (Z�c�IvF meet stockpiling of materials, etc. Trees subject to damage from ❑4° \ _ ; / f2 �' 6 \ 1/'`I GH L�I N �, F>UFF� '�\Pp\( Ari Ac-,_,E�FTAr�L E- FLANT'(s, SCI t_ -ro A, o�TH aF 18", cuts or fill shall be treated as required. Ozj' I i I re° \ \pET�r�TION FaNP Z� \\ \\ 4. ALL At�s I��-I' 1��51G1`IAt�D " N, I.G,�' VVILL � \ 0 \ , \ \ I RP CAA LC kN O - �VIATERIALS 017.1 / , \ v SE , SDDD�p I.IN� -�s5 S(�EGI�IED / — - - S •. \ \ > 5• Fbw� T Nc.I -II NG ToOL.S NAY NOT 13f- USED \N ITM - A. Plant species and size shall conform to those indicated on I \ 15' di: r_x ks, l N6 TF_EES the Drawings. Nomen clature nclature shall conform to Standard - I I \ Co 6.1-L TF R.ANS I- AI\IT'& AND ized Plant Names 1942 Edition. All nurser stock shall be S o 1� A!40 I fZfz -IL -r I dt-I \ �- 'j� F (�ooT �u1�11 NG pJAG - y a,Xl U -- ____ -__ - -` _� - �'' -�` \ \\ �IyT To o�p cvNST12L1Gtla To �� P -r�1� 6Y in accordance with Horticultural Standards of American „ OI "I \ 'FNS F'IEfE �o1�P'`�NY, FII`t�wf`S PA 5�`t -;777. Association of Nurserymen, latest edition. All plants shall _ '�� 15'�'� -Yc GaNT(zAC,T�� SHALL✓ E3� E _ be Florida Grade No. 1 or better, as determined by the "� Fo (L State Plant Board. LPG► r� 1 SL,:�Nr� �- 5�E �t N , i'1 IO't �Y�' 015 ;4 \ ('1 �(`I"f COU1ff PNp Sep Va�u E. 2 // 0005" \ I I / Oe \\ ti/ T�K-F _ �Pr S••�5 \� ® l ,,,, @ �,: \ B. Substitution. Substitutions in Flan_ species or size shall be made only with the written approval of the Landscape �►� of Architect. An materials and/or work may be rejected if, in the opinion �, ,,., � � \ p� �t ✓i✓ � \ ��' ��`� � �8 . C • Y / Y j � P �0�� \ v�. \ \\ '4cA of the Landscape Architect, such does not meet the require - meets of the Specifications. . All rejected materials 0 �' "�P• � � \ \ P ) i shall be �, — - - 15 4' •5" y %o sr' - -� \ 3� \ \` \ \\ removed from the site by the Contractor. \ \ �U �� D. Quality. RhN 19 \ _ - 3�4, \ 3 \ F� \ 0 (1) Plants ohall ;>>,* ovunCt, healthy, vigorous, free from Jr �\ e \ \ \ plant diseases, insect pests, or their eggs and shall I2�t_oc TE oF� siT� - 4; ° .� .�: \ G G P P ,Z..D a \.: \ \ \ v have healthy normal root systems. Plants shall be f. \ y ceo-k \ nursery grown stock freshly dug. No heeled in cold storage or collected stock will be accepted. l W ei-o XZ9 \ 4',' so o } •� 9 t (2) Plants shall not be pruned prior to delivery except as authorized. r° A e transplanted or root pruned (3) 11 plants shall have been p p 8 6 Oi��j✓ '" \ \\ \ \ �\ at least once in the past three (3) years. E. Measurement. The height and /or width of trees shall be measured from the ground or across the normal spread of branches with the plants in their normal position. This -1" 1 �" ? - SAC-) ANb / ✓ \\ \\ \ measurement shall not include the immediate terminal Ls� oIo o ° \ \ Ir�t rs 1 1l On IRI�,IC�Pri N, T7 \ \ \\ \\ \\ growth. 9Z &L.- o I - , ' I SE ` S or 17 • CT IR a � v o - Cn iTTTYIED •DER 0 r t'. (2) Plants shall not be pruned prior to delivery except as authorized. r° A e transplanted or root pruned (3) 11 plants shall have been p p 8 6 Oi��j✓ '" \ \\ \ \ �\ at least once in the past three (3) years. E. Measurement. The height and /or width of trees shall be measured from the ground or across the normal spread of branches with the plants in their normal position. This -1" 1 �" ? - SAC-) ANb / ✓ \\ \\ \ measurement shall not include the immediate terminal Ls� oIo o ° \ \ Ir�t rs 1 1l On IRI�,IC�Pri N, T7 \ \ \\ \\ \\ growth. 9Z &L.- o I - , ' I \ 1 Ha W 1 0 8;6� 6� \ \\ \ \\ �P4Z z49� I P 11 c, d 7Z5 kvt I ,Nitlt I -STORY W /MEZZANINc � •• , . . - - a - �` j -' RETAIL BUILDING �\ }�\\ FF. EL. 64.50 „p„ LLI i� HeIE,; THF--I~E AF-)✓ No PLt�,rfTII-IG A s ��''ITMIN 25 GTUP,-e- , t`; �I~,k fX. F. \ .e' •! i aito 8' D .s wSk;�•S+ ?:ai f It i 015 - ftgia APPROVAL VOIM M A G L I N 421 #a I `p` SE ` S or 17 • CT IR CL LLJ v o - Cn iTTTYIED •DER 0 r t'. �_• ` :,,,;i• F R I TE I I5 Ni S - CL cc LU LLJ LL 71 eo eras ii 17 ateri 1s: H o 0 LU O c� U � 0 �.' LLI Z uoi \ 1 Ha W 1 0 8;6� 6� \ \\ \ \\ �P4Z z49� I P 11 c, d 7Z5 kvt I ,Nitlt I -STORY W /MEZZANINc � •• , . . - - a - �` j -' RETAIL BUILDING �\ }�\\ FF. EL. 64.50 „p„ LLI i� HeIE,; THF--I~E AF-)✓ No PLt�,rfTII-IG A s ��''ITMIN 25 GTUP,-e- , t`; �I~,k fX. F. \ .e' •! i aito 8' D .s wSk;�•S+ ?:ai f It i 015 - ftgia APPROVAL VOIM M A G L I N 421 #a I `p` F 5dr� L \ \ 1. ,` t . , . ( O % I ALL lan&wplttg m©it'be properly imq',(allet� \ • k `` ' ClS IN SPECIES SpE \ O,° I/ P� apps• pt prior to C a 1a speciion. `'1 CII'ICATI i - y TIt? IJ'I' TIIE CONSENT SA OR /° �.�� ;�c3 eta is-.�datory, \ \ 18 4.: •� I C, w 'OF FrIFIi}�eil@lh�!'AI. MANAGEMENT Dk THE D:; \ \ Ex. 15" Rc P A.GEMENT REND ; \ r-9�/ / SE ` S or 17 • CT IR CL LLJ v o - Cn iTTTYIED •DER 0 r t'. �_• ` :,,,;i• F R I TE I I5 Ni S - CL cc LU LLJ LL eo eras ii 17 ateri 1s: H o 0 F 5dr� L \ \ 1. ,` t . , . ( O % I ALL lan&wplttg m©it'be properly imq',(allet� \ • k `` ' ClS IN SPECIES SpE \ O,° I/ P� apps• pt prior to C a 1a speciion. `'1 CII'ICATI i - y TIt? IJ'I' TIIE CONSENT SA OR /° �.�� ;�c3 eta is-.�datory, \ \ 18 4.: •� I C, w 'OF FrIFIi}�eil@lh�!'AI. MANAGEMENT Dk THE D:; \ \ Ex. 15" Rc P A.GEMENT REND ; \ r-9�/ / 6 i 00' \ ^/ ,,TREE- REMOVAL PERP.Jlr ROUGH x. Ic, 84, 1 RAW / o 21 _ II�lI / /' _ \`�� ` Oil" _ / �\� _ / / loon,.. r -�\ / /\ �� ^ ql ©' j ,' �, 27 0 5 \ - ;' \1 , I o,;g,� I\ 0-" / y Cos 14 Te le h - - -Cow ! - -- - - -- �✓ Ex P hone cable_ ti/ o —w- N �I L9 °/ � yr q/ N/ _�/ N/ °� Ex . 30" W.M. 1, E Cr / i v n m' to "/ a m/ c9/ 7j mi , f. ro n o7 s/ - - - °/ — -- — — -- / �/ — �9 ��/ �`° �/ '/ ,y' � (9 J \ �X x g / F CLrAR�•JATER X X X (9 X X (9 Y. BUILDING DEi�A%tTI� c9 t9 ^ �. ^ I �/ ti/ °/ Ex. Ede Or Paverr+e ;/ -0 CITY o San. n 1=x SCL �.. \ \,: \' / EX. SCh O M8 O pMb °Mg M. H. •� OM8 °MB I \: •' / \IIC Ex ♦ �� _ Ex. vel 0 1 FEx. C{ravel 0 1 �Ex Asphnl� ° :.yEx: Cone. °'c aoxE eK.P.P. E .qTE g Driveway Ma Driveway M� 1 Drweway Mel Driveway \�,� t��B /v - — — o z� _ x S! 10U L DEP. San. rt.N. —�— I (TYP.) �l�l @+t�9 I I I 1 , �- I --�_ ._ _ I — i ,ct qTE Box I Ex . P. P. I 1 ', - I J / ( ° / Ex.PP. 9/ ,Y ti/ ti �� Ex.P.P. Ex I _ Al I I li I h lf/ ri/ Vj ® ,�. N' I c9 - - -� c9 G I I I I I I�• I J I I I ^ I ^/ �r I 1,0 m I I �' �.. , ?-0 Ex . Sar, M.H. / (' I I I `() I I' I I I I'. I I Ex. Hedge I/ Ex. Hed e / �Cx.Cor,c.S'% ewallC OLD COACHMAN ROAD I ' ` ! I �I I I 9 EX -Conc WQ11 � I t r► - OX O F_ M D Ui F- Z Z O_ O OZ C7 O u, J >W W oz Z 0 Co O DO fT O - O U J _n O O LL, Z Z w J O m Q U LL: O to r m a Q Z O Ln ai W a 0 0 Z SE ` S or • CT IR CL LLJ v o Cn audxw •DER 0 r t'. Z CL cc LU LLJ LL LU 17 H o 0 6 i 00' \ ^/ ,,TREE- REMOVAL PERP.Jlr ROUGH x. Ic, 84, 1 RAW / o 21 _ II�lI / /' _ \`�� ` Oil" _ / �\� _ / / loon,.. r -�\ / /\ �� ^ ql ©' j ,' �, 27 0 5 \ - ;' \1 , I o,;g,� I\ 0-" / y Cos 14 Te le h - - -Cow ! - -- - - -- �✓ Ex P hone cable_ ti/ o —w- N �I L9 °/ � yr q/ N/ _�/ N/ °� Ex . 30" W.M. 1, E Cr / i v n m' to "/ a m/ c9/ 7j mi , f. ro n o7 s/ - - - °/ — -- — — -- / �/ — �9 ��/ �`° �/ '/ ,y' � (9 J \ �X x g / F CLrAR�•JATER X X X (9 X X (9 Y. BUILDING DEi�A%tTI� c9 t9 ^ �. ^ I �/ ti/ °/ Ex. Ede Or Paverr+e ;/ -0 CITY o San. n 1=x SCL �.. \ \,: \' / EX. SCh O M8 O pMb °Mg M. H. •� OM8 °MB I \: •' / \IIC Ex ♦ �� _ Ex. vel 0 1 FEx. C{ravel 0 1 �Ex Asphnl� ° :.yEx: Cone. °'c aoxE eK.P.P. E .qTE g Driveway Ma Driveway M� 1 Drweway Mel Driveway \�,� t��B /v - — — o z� _ x S! 10U L DEP. San. rt.N. —�— I (TYP.) �l�l @+t�9 I I I 1 , �- I --�_ ._ _ I — i ,ct qTE Box I Ex . P. P. I 1 ', - I J / ( ° / Ex.PP. 9/ ,Y ti/ ti �� Ex.P.P. Ex I _ Al I I li I h lf/ ri/ Vj ® ,�. N' I c9 - - -� c9 G I I I I I I�• I J I I I ^ I ^/ �r I 1,0 m I I �' �.. , ?-0 Ex . Sar, M.H. / (' I I I `() I I' I I I I'. I I Ex. Hedge I/ Ex. Hed e / �Cx.Cor,c.S'% ewallC OLD COACHMAN ROAD I ' ` ! I �I I I 9 EX -Conc WQ11 � I t r► - OX O F_ M D Ui F- Z Z O_ O OZ C7 O u, J >W W oz Z 0 Co O DO fT O - O U J _n O O LL, Z Z w J O m Q U LL: O to r m a Q Z O Ln ai W a 0 0 Z 1 LL LU Imo! LU LLJ 1 Z ® UJ � Z W ]C CL LLJ v o Cn LL 0 r Z CL cc LU LLJ LL LU H o 0 LU O c� U � 0 �.' LLI Z uoi EL Lu ^ T l= a. � O CM W as LU > LU " -r c U a W ® p Q �✓� P 1 J Q O � a IL L _U W T L a CNI T 1 LL LU Imo! LU LLJ 1 Z ® UJ SHEET NOe Ll OF L5 � Z W ]C O o v o SHEET NOe Ll OF L5 a i j 3 } i I, I i �x►sT'� �8'' 1�1�lr,, OAi� 52 JwH i r��Us FA�-ao l 11� 16 ac Isl.fi,i`1175 �, 12, I� � 11, 3 PII�I�S �I.�IDT1'i i SL�ND� 5, Is, 14,15,161,17► 15L A1`ID 8 Z//" T, [,A[-ID-G 51 12 1 It, 17, N° f, old ISL.o,ND5 I '5, I�o I I 4 Ig, 5U6� sTI TuT�• �''��c��TI�� L.�vy- ��>�s�,• �6�- Ju N I ft,P- G 21 FAIN Ts F-Z I -SL N D, 11 15W�INP5, IS �LLIaTf 11 T121 w�AT�. � PI N L.� 5 � L-L.l o•ij� l z� ("Y N1- H L0w- p�-Nsr�� 18" x f u LGil - "o Z'' �iuLCN uN•b�►� s�l�dur� � P�.LI� �x ►sT'� GM�I N�S� �� (`�� 1''I AS SH o v N �8O 11✓�D�Li� �'�.1 Lo�P-�7p� L-A Imo{ D 5 S5 LAN D 10 MuL, c,H Z'' Pfv, IT v� i-T iILobCAN1L)IZON SrlLLOL -IM Z+ X24'', 41a�. I I� r , - , - , , , v , I- - - i ce - -r vf- ----J l5 LAN D �. Z5l-A N D' C NUL,CH >21N &1 TYF, N 2" MULCH uNPr -P- St�LLOU M I jL V-X OPP,GA �,A . SLAT 4` Zk7 12' Ht I ST, P�uSrV NE�- 13- 6 L- u E so ! - 2 PINuS ��l.loTrll g' - Iol HT. UI`Io�.��l�uND DRA•11l Goljoulr. 6Z JL NI Pr..IZLJ5 PA�s�N I S� LAN D I i PI riu S f LLIOTr 111 2 " _ 31' C4,-L - , 8' - I o' HT, PYrAc�N -fHA. "wW- O�N,5 16" x I g" 9-' o.L. Mtgiwm OL�,ANCV- /WHIT. 3�- " HT x r--ULL I"14LGM pP• 15 l�,A N D 3 Z5L-Ar l D 7 I 05 Ir f i LDD�I'1PKDN 21 , Z4 95 A5�101S -'g.N. Srr. CAA[ . X ruVL- ISLAND I? Ott i 1 j a 3 3 } I I d 1 3 PIN L4 S F,LLIoITI i GAS } 1 t _a I f I i 3 i .s ti 1 i E� RECE�v f gU1LD1NG` DEAR TIr TNR r CITY OF CL� i ,r10�� 1 a 15 DEEFtF- TH�1\I I' -o,�• '� vlili rI �• 1 irr Ell ,KGB co. �SLAN D 2 O O z 1 � � � N J N i _3 1 i i � � P 1 4 i i LU LUi 0. I i Cn i f 1 1 uj - C i W s a � ry�rr I L^u Lu 0LL� �U c ' J Lij i W LL1 j e + e t 1 C t I i - Z j L2 J p r--, L, c-, H � P--, ,� i II V El 00 X 0 ca D Z 0 Z_ L) a MW o z LL (D L- U) _j In uj uj _j OZ z D 6 d Z z w C� 0 , w 1 O O < (n Ij C) 6 co Z In Lu 0 _j Lu Lu > C) w W LU Wry 0 LL LL 0 c) _j w L U) CL Lu z < Z Lij ui Lp LLI 7i 0 o C\j > 10. Z a uj i. Li o Ic 0 ci SHEET V0. (n Ij C) 6 co Z In Lu 0 _j Lu Lu > C) w W LU Wry 0 LL LL 0 c) _j w L U) CL Lu z < Z Lij W Lp LLI 0 C\j > 10. Lu Lu LU CFf Lu Z IL UJ 0 > 10. a uj i. Li o Ic 0 ci SHEET V0. L3 OF L5 is ci ff- Ir, /n i t r, � -- i IC \ f I I K I I A I, I /� I L-/\ N P ?-I A\ NOt�711 oil rl -T F2, -10 I ! z op z 0 Z- u a M W 0 Z U- (D > w 0 z z D 6 z 0 z W C; j m CL CL z z LU V) w LLJ LU LLJ z -4 O in cn cr C; j U. ti LLJ 0 LLJ 0. D z 0 LL uj 0 LU z z LU V) w LLJ LU LLJ cn LL! 6 O ch cf) CC) Z to Lu ui U) cc (L 04 0 _j N CD CC > m p L.0 0 LL a= L11 C/) 0 Lij n. _j chi L11 Z CO L.l.! W v _ C) LIJ Z w C\j U. ti LLJ 0 LLJ 0. D z 0 LL uj 0 LU SHEET NO. L4 OF L5 9 z z LU V) w LLJ SHEET NO. L4 OF L5 9 j z ox O U m H = cn F- z O ? U 0 M W O z U. U 0� J N in w H J O z z O � _Il Q O O O w W z z J O m Q U W 0 } m O a flff CL Q z O T all w H a 0 O z u J—t I ° O o W w • O o Cl) z CD I O m U fn Q w U CL CL W W .-. Lo 0 O Q, rL N j w N O N W w T T .j >Z a Cn O Ct = UJ o J � 0 w a a �_ 1 = cn _ n W Z a U Cl) '7 OC U 2z w a m /D W W �E 0 CC V W I I ° w z I O U fn Q w U W m Z 0 O U O SHEET NO. L5 OF L5 W. 1/'4 CORNER CTION 6 -29 -16 - - - - - -� ----------------- D / 171 1\ \ I I I 1 \ \ CJ 1 �- " U S T, I -- -------- - - - - -- _ a 1 1 1 ------------- - — — — -- �— � N --� ----------------------- - - - -�— T, s \ \o �\ \\ A S P H ALT PARKING I I \ \ \ I o \\ \ \\ \ J<\`\`n\ 4,07 A S P H ALT P A R K I N 6S 6p or I \ \ / 'gin �`' - �,• • \ I I P A R C E L �\ \1 6 A S P H A L T P A R K I N G 6 c° F`r -$ 6 I BLANKET WATERLINE EASEMENT OVEN PPyRCEL 1 �� s'' ' s O.R. 6869 PG. 1186 I i ZONING COMMERCAL I I .6A \ ,a\ rn I I -10 \ ; °s p '00 u a� ♦ N rn s O • 6 IJ6 �1 I ( - ? L -I � I - 1I � v1, 0 �I 1I1 ( ! 8 r , s s 6 6 O�` �'� < t2?01' 5ti •" . ', - - 61, 61 > SECTION ECTION �+ 6 ! � J . TOWNSHIP 6, 29 9 9 SO UTH, + 6 ! R A N GE �A 1 6 6 6�S EAST, PINELLAS INELLAS cyw 9 \ � C O I De} . A TOPOGRAPHIC SURVEY �s NN < c _y NT IV 61! • + 19` \ / EEi BASIS OF BEA INGS DEED GRAPHIC SCALE 40 0 20 160 ( IN FEET ) i inch = 40 ft. LEGAL DESCRIPTION: BECKETT LAKE PLAZA - PARCEL 3 - SUBJECT SITE A TRACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORTH 89'50'54" EAST, ALONG THE EAST /WEST CENTERLINE OF SAID SECTION 6, SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. #588), FOR 1364.24 FEET; THENCE NORTH 00'22'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT -OF -WAY LINE OF COACHMAN ROAD, FOR 772.17 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT OF INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 23'34'41 ", AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING OF SOUTH 78'35'21" WEST, FOR 10.22 FEET; THENCE SOUTH 87.24'39" WEST, FOR 49.06 FEET; THENCE NORTH ,89'37'18" WEST, FOR 87.89 FEET; THENCE NORTH 55'11'36" WEST, FOR 56.70 FEET; THENCE ��`j SOUTH 34%d48'24" WEST, FOR 47.50 FEET; THENCE SOUTH 55'11'36" EAST, FOR 4.00 FEET; THENCE SOUTH 34'48'24" WEST, FOR 126.99 FEET; THENCE NORTH 55'11'36" WEST, FOR 114.98 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 37'11'55 ", AN ARC LENGTH OF 16.23 FEET AND A CHORD BEARING NORTH 36'35'39" WEST, FOR 15.95 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHEASTERLY RIGHT -OF -WAY LINE OF BELCHER ROAD; THENCE NORTH 34'48'24" EAST, ALONG THE RIGHT -OF -WAY LINE, FOR 552.16 FEET; THENCE SOUTH 58'46'47" EAST, ALONG THE SOUTHWESTERLY RIGHT -OF -WAY LINE AT THE INTERSECTION OF BELCHER ROAD AND COACHMAN ROAD, FOR 94.66 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAY C LINE OF COACHMAN ROAD; THENCE SOUTH 00 22 42" WEST, ALONG SAID RIGHT -OF -WAY LINE, FOR 365.89 FEET TO THE POINT OF BEGINNING, -' LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE ORDER OF TAKING AS FILED IN OFFICIAL RECORDS BOOK 8312, PAGE 1478, PUBLIC �e \ RECORDS OF PINELLAS COUNTY, FLORIDA. \ \'� CONTAINING:' 103212 SQ. FT. OR 2.37 ACRES MORE OR LESS e�prn rn 6 a6 ` S• c� 6• 67 1k j 2G 24"0 tank cgY�, 'LOA, 42 ._ �� I I 6,p 6 6 \6S9 �' es 66 i f•}'�' ,I �' SSS V I +�[^ 1`TSA<p S f I I �,�r �os ou PV SUR YED 11 \ O ?i rn� 9A O e, c w I 6 ��y Q' t� S 1 ASPHALT PARKING \ + s I a0 <R -pF 13" �`15 I '0 + 553n rj" O 6� SSfi 6562 S\ +6 S / / /•� / A°j 69 ?g=o W 6Xj +6,, @ 6 �`s J ! h 14" yc9 so CD Z �• I I I I I s� 6 \ \s2� / // / p + 129� ;ts 4" ,. _ r I� ! I I I I ,�o, a� Shf / a .� Jj + y (� I I I I I .__- -. 15 *RCP `9 e6 6 ✓ .'� O 24 "TIM ' 6'S $ 5_ • 6 \ n Ui I I I I �sl� 6 1 (S 6S �"�"+s u 9A 6D O \� 6\. Y $�S c,I a p ", �o LJ I I 6 N� + js" sm w � M l r. I I D I I 4� t 4 6A ms 1 �I, I A S P H A L T P A R K I N G s ''- �S`� + '6e X60 11 "S ..,. o M •S I I I I 6�, 6 °Q 14" o '9/ S'r P C+ 0+ ^o `? it" d v1 I I 0.5' VERTICAL a1, s1�% SIR /CAP ?O S�v' �• ,� z 6 I i CURB (TYPICAL) I6 I + ELEV. 68. "' P A R C E L I f \\ \ 6S ?95 1 iI I 6o II S9 66 I i I 6 4j ` \' ?p�U 6 > B + v v 5 /Ss„ • 6 9 ! 6+ 9S s66 6 ! 6 S �s O P i �^,�N• u " : � _lI.- _ i _ �;S\ y J �,.. �.�O o .� I : ' 6 S a� `� 1 Isss P o N U N�°! , 0T9 �6 / Y 0' � , � O , 9 F� L, 0 O 9 R ' + p 0 9 6e 00 OT 2p S SpS 0 A + _>0 Iq 60 TBM #2 � o 6 SIR /CAP ELEV. 68.40' 12" 0 7" 0 69 'oo 6 60 ♦ F O SS 16" min 7 "10 "18" O 6B 00 6S p O OHO 19" •" Sy �? T J �e C 30 "DIP s '� _� : I - I _ — — — -- �? — r -�� — " ` G -r, , _ —. —. �`� 3 0" DIP WATER L� — 60 10" �9Ap GRAT / _G / ��..._ 6i�9 0 `t t" •-- — , -- --- _-_ ,::= _._ - - � -�_ __ - — - ._.__ - -_._ - - -_-=-- _ - - 1 - -�- 9 j�6 � _— — Ogg WATER ET 619 EL. 68.50 x'6,/8 "��1L69' .�`k+�,J .0;r ♦ AA .� N 00 22 42 E — 772.17 6s c _ _ \. 6 rn t 6 n �£ 5' CONCRETE SIDEWALK bq - -� 09 rs j' 9 ?9 ' ) 66 _f — �! _ _ "`u� -tsj `ten _...- -. — — O CLAR�3ATEfi GAS N — — ---— — — -- — —� —� _ 5��-- OA sr / C /�% %fJ�J% A yI� ,�j iI b �' - -- __ - �-- �� o'o �. _ n ' fl �lJ !/ d "� — ?�' '�� 6 B�WATi R ..— -.gyp �. �� — — — + °' rn r Sr B> ` — �tP '— 00 69,3 ,�J ->O -06, B S, (n `6, \ ,� q 9, 69 O �9`f9 9S ,' RS ,06? _ ♦,SOD co 01 - - - -- — i i . _6S _� # �j eua 2 M a r.Fa -a •NO 6 x Ar+.e -v"o Mt+o a xw--- Q Mur1 -- -- _ - -- 6 �' "-------- - - - - -- s,? 1 6 �e ��A I I ? 91J I rn m I LOT 18 I LOT 17 I LOT 16 I LOT 15 I LOT 14 I LOT 13 I LOT 12 I S U N S E 11 P O I, N T E S T A >r E S P. B. 1 3 9 ° P G. 1 6 7° 1 o V° I I I I l o I I I LOT 10 I B L 0 C K I A I I LOT 6 I LOT toa I I I I I � m I I 1 I I I I I 1 I LOT 11 I ( LOT 9 1 1 1 I 9 I I I I BLOCK C LOT 8 r+ a LOT 4 LOT 3 LOT 2 LOT 1 91 I I I I I I I I z o N I N R E S I D E' N I T u A L LOT 7 I i I i + i I LOT 1 �} I { I I I I \ I 1 m I THE UNDERSIGNED HEREBY CERTIFIED TO: ALBERTSONS, INC, A DELAWARE CORPORATION,LAW OFFICES OF B.F. (BIFF) GODFREY, JR, UTILITY- COMPANIES I I m I I vpi BOGIN, MUNNS &I MUNNS, WEBB'S NURSERY, INC, A FLORIDA CORPORATION, AND FIDELITY- NATIONAL TITLE INSURANCE- COMPANY OF NEW YORK, THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 'MINIMUM FLORIDA POWER CORP, VERIZON �.E =iE C STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS ' , JOINTLY ESTABLISHED AND. ADOPTED BY ALTA, ACSM 908 CLEALAND STREET 1280 CLEVLAND STREET SITE DATA AND NSPS IN 1999, AND INCLUDES ITEMS 2,3,4,5,6,8;10,11b,14, AND 15 OF TABLE A THEREOF, AND' PURSUANT TO THE CLEARWATER, FLORIDA 33755 FLCW 5033 ATTN: AL FRAZIER P.Q.C. = Point of Commencement F.i.R. = Found Iron Rod & Cap Qy�7Rr (2UyH LE L /� � D S/ RVLF'rllV0 ACCURACY STANDARDS (AS ADOPTED BY THE ALTA ACSM AND NSPS IN EFFECT ON THE. DATED OF THIS CERTIFICATION) •AND (727) 443 -2641 CLEARWATER, FLORIDA 33755 1. THE ZONING FOR THIS SITE IS COMMERCIAL P.O.B. = Point of Beginning F.P.P. = Found Pinched Pipe C�n / //-l�� % /Q� /`!• �r""�� /-i�Vc!/ 6J [/ �7 (727) 562 -1140 SETBACKS -FRONT 25' 0 = Data per Description F.O.P. = Found Open Pipe & Cap FOUND THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE M = Measured Data P.C.P. = Permanent Control Point /, GUY O. HALE, THE SURt/EYOR /N RESPONS /BLE CHARGE, HEREBY CSR FY THAT - -- CLEARWATER GAS TIME WARNER SIDE 10 t. ALLOWABLE POSITIONAL TOLERANCE. FURTHERMORE, THE UNDERSIGNED CERTIFIES THAT HE HAS SURVEYED THE PROPERTY 100 S. MYRTLE AVENUE 2530,DREW STREET REAR 20' C = Calculated Data F.C.M. _' Found Concrete Monument THE SURVEY REPRESENTED HEREON AND THAT SA 49 ABOVE GROUND SURVEY AND - I NAIL /DISC HEREIN DESCRIBED AND THAT THIS SURVEY WAS MADE ON THE GROUND, SHOWING ALL GAPS, GORES OR OVERLAPS OF THE pG,(, = Page (s) S.I.R. = Set Iron & Cap 1/2" L.S. #4626 PINELLAS COUNTY, PROPERTY OR ON THE PROPERTY AS PER THE RECORD DESCRIPTION, AND AS EVIDENCED BY THE BOUNDARY SURVEY. ' PARCELS 1, CLEARWATER, FL. 33756 CLEARWATER, FLORIDA 34625 - SKETCH ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BEL /EF. l FURTHER 727 562 -4567. DENOTES OAK 0. = Official Record Book L8 = Corporate Certificate Number SURVEY ( } (727 797 -1818 S.E. CORNER N.W. 1/4 2 AND 3 AS DESCRIBED HEREON ARE CONTIGUOUS; ' FURTHER, THAT THERE ARE NO ENCROACHMENTS- EITHER WAY ACROSS PROPERTY ) P.B. = Plat Book P.L.S. Professional Land Surveyor CERT/FY THAT THIS SURVEY MEETS THE MINIMUM TECHN /.i f�{ . �T „4NDAROS IN ^ , R = Radius C.S. = Concrete Slab �,,, LINES, VISIBLE EASEMENTS OR RIGHTS -OF -WAY (EXCEPT AS NOTED HEREON, IF ANY). DENOTES PALM SECTION 472.027, FLORIDA STATUTES (OR RULE CHAr�{' �IC7 r�� ., F.A.C. ! SECTION 6 -29 -16 CLEARWATER WATER PINELLAS COUNTY SEWER AND WATER �� A =Delta Angle CONC. = Concrete 9'-' v _ J 100 SO. MYRTLE AVENUE 14 SO. FORT HARRISON AVENUE EP =Edge of Pavement S/w = Sidewalk SURVEY NOT VALID UNLESS SEALED WITH AN EMBD,vSE ••�° n (� ��' CLEARWATER, FL. 33756 CLEARk''TER, FL. 33756 THIS SITE LIES IN FLOOD ZONE 'X', ACCORDING TO R/W = Right -of -way = Centerline SEAL LA dD7SORVEY / �: L ( } i 4 1 (727) 562 -4557 (727 464 -4714 FEI.4A FLOOD INSURANCE RATE MAP 125096 0010 D. OMH = Storm Sewer Manhole DIP = DUCTILE IRON PIPE (WATER LINE) J / __ ,., c �- ------- - - - - -- z:, M.E.S. = Mitered En Section Water Valve / c"1 J a _ n� / ) DATED i3 19 91. pa i S ? T +;P 2 v� I,�� %.�id�! �F�s =i! t� (� /� '. } VERIZON AMERICAST O U, �.f. X %c �� - --- - - - - -- O T.O.B. = Top of Bank Q = Sanitary Sewer Manhole °-r • �', w PROFESSIC'NAL(L i',JD'SURVEYOR # 4626 800 483 -8433 ELEVATIONS SH01',N THUS -)' BASED ON GRAY - T, T.O.S. = Toe of Slope = Gas Valve ae ( ) ELEVATION 7.x.707, NGVD 1929. © - GU� D. HALE-6P455 4626 �'1,�,, �' - hater Meter _ rr ! O� SVA%, �"� CiraD off // DATED. =Light Pole OFHA = Overhead tiVres TREE uPD,�a�.� � �'-� --- - - - - -- ---- - - - - -- Fire Hydrant Assembly ✓OB NUMBER. 2000248 DA TE. 0 � / 0 •,,•` 6913) un,�, 47M IAli (CIL-1) (96: ,11_9 �aRR.-, n-.. �e..---__. t®. � ,�,,.....•.�....,.:..,,"..,®,a -,.- a�.-, n�,.., ...�.s•,.•.,.e,G...�,�•.s.�a =- - �.,..-- ....,,_ .,H- _ -.- -- - ,� �eea.. a�..,f��, - � -. I I \ \ 6S 6A 'so /Ss„ • 6 9 ! 6+ 9S s66 6 ! 6 S �s O P i �^,�N• u " : � _lI.- _ i _ �;S\ y J �,.. �.�O o .� I : ' 6 S a� `� 1 Isss P o N U N�°! , 0T9 �6 / Y 0' � , � O , 9 F� L, 0 O 9 R ' + p 0 9 6e 00 OT 2p S SpS 0 A + _>0 Iq 60 TBM #2 � o 6 SIR /CAP ELEV. 68.40' 12" 0 7" 0 69 'oo 6 60 ♦ F O SS 16" min 7 "10 "18" O 6B 00 6S p O OHO 19" •" Sy �? T J �e C 30 "DIP s '� _� : I - I _ — — — -- �? — r -�� — " ` G -r, , _ —. —. �`� 3 0" DIP WATER L� — 60 10" �9Ap GRAT / _G / ��..._ 6i�9 0 `t t" •-- — , -- --- _-_ ,::= _._ - - � -�_ __ - — - ._.__ - -_._ - - -_-=-- _ - - 1 - -�- 9 j�6 � _— — Ogg WATER ET 619 EL. 68.50 x'6,/8 "��1L69' .�`k+�,J .0;r ♦ AA .� N 00 22 42 E — 772.17 6s c _ _ \. 6 rn t 6 n �£ 5' CONCRETE SIDEWALK bq - -� 09 rs j' 9 ?9 ' ) 66 _f — �! _ _ "`u� -tsj `ten _...- -. — — O CLAR�3ATEfi GAS N — — ---— — — -- — —� —� _ 5��-- OA sr / C /�% %fJ�J% A yI� ,�j iI b �' - -- __ - �-- �� o'o �. _ n ' fl �lJ !/ d "� — ?�' '�� 6 B�WATi R ..— -.gyp �. �� — — — + °' rn r Sr B> ` — �tP '— 00 69,3 ,�J ->O -06, B S, (n `6, \ ,� q 9, 69 O �9`f9 9S ,' RS ,06? _ ♦,SOD co 01 - - - -- — i i . _6S _� # �j eua 2 M a r.Fa -a •NO 6 x Ar+.e -v"o Mt+o a xw--- Q Mur1 -- -- _ - -- 6 �' "-------- - - - - -- s,? 1 6 �e ��A I I ? 91J I rn m I LOT 18 I LOT 17 I LOT 16 I LOT 15 I LOT 14 I LOT 13 I LOT 12 I S U N S E 11 P O I, N T E S T A >r E S P. B. 1 3 9 ° P G. 1 6 7° 1 o V° I I I I l o I I I LOT 10 I B L 0 C K I A I I LOT 6 I LOT toa I I I I I � m I I 1 I I I I I 1 I LOT 11 I ( LOT 9 1 1 1 I 9 I I I I BLOCK C LOT 8 r+ a LOT 4 LOT 3 LOT 2 LOT 1 91 I I I I I I I I z o N I N R E S I D E' N I T u A L LOT 7 I i I i + i I LOT 1 �} I { I I I I \ I 1 m I THE UNDERSIGNED HEREBY CERTIFIED TO: ALBERTSONS, INC, A DELAWARE CORPORATION,LAW OFFICES OF B.F. (BIFF) GODFREY, JR, UTILITY- COMPANIES I I m I I vpi BOGIN, MUNNS &I MUNNS, WEBB'S NURSERY, INC, A FLORIDA CORPORATION, AND FIDELITY- NATIONAL TITLE INSURANCE- COMPANY OF NEW YORK, THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 'MINIMUM FLORIDA POWER CORP, VERIZON �.E =iE C STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS ' , JOINTLY ESTABLISHED AND. ADOPTED BY ALTA, ACSM 908 CLEALAND STREET 1280 CLEVLAND STREET SITE DATA AND NSPS IN 1999, AND INCLUDES ITEMS 2,3,4,5,6,8;10,11b,14, AND 15 OF TABLE A THEREOF, AND' PURSUANT TO THE CLEARWATER, FLORIDA 33755 FLCW 5033 ATTN: AL FRAZIER P.Q.C. = Point of Commencement F.i.R. = Found Iron Rod & Cap Qy�7Rr (2UyH LE L /� � D S/ RVLF'rllV0 ACCURACY STANDARDS (AS ADOPTED BY THE ALTA ACSM AND NSPS IN EFFECT ON THE. DATED OF THIS CERTIFICATION) •AND (727) 443 -2641 CLEARWATER, FLORIDA 33755 1. THE ZONING FOR THIS SITE IS COMMERCIAL P.O.B. = Point of Beginning F.P.P. = Found Pinched Pipe C�n / //-l�� % /Q� /`!• �r""�� /-i�Vc!/ 6J [/ �7 (727) 562 -1140 SETBACKS -FRONT 25' 0 = Data per Description F.O.P. = Found Open Pipe & Cap FOUND THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE M = Measured Data P.C.P. = Permanent Control Point /, GUY O. HALE, THE SURt/EYOR /N RESPONS /BLE CHARGE, HEREBY CSR FY THAT - -- CLEARWATER GAS TIME WARNER SIDE 10 t. ALLOWABLE POSITIONAL TOLERANCE. FURTHERMORE, THE UNDERSIGNED CERTIFIES THAT HE HAS SURVEYED THE PROPERTY 100 S. MYRTLE AVENUE 2530,DREW STREET REAR 20' C = Calculated Data F.C.M. _' Found Concrete Monument THE SURVEY REPRESENTED HEREON AND THAT SA 49 ABOVE GROUND SURVEY AND - I NAIL /DISC HEREIN DESCRIBED AND THAT THIS SURVEY WAS MADE ON THE GROUND, SHOWING ALL GAPS, GORES OR OVERLAPS OF THE pG,(, = Page (s) S.I.R. = Set Iron & Cap 1/2" L.S. #4626 PINELLAS COUNTY, PROPERTY OR ON THE PROPERTY AS PER THE RECORD DESCRIPTION, AND AS EVIDENCED BY THE BOUNDARY SURVEY. ' PARCELS 1, CLEARWATER, FL. 33756 CLEARWATER, FLORIDA 34625 - SKETCH ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BEL /EF. l FURTHER 727 562 -4567. DENOTES OAK 0. = Official Record Book L8 = Corporate Certificate Number SURVEY ( } (727 797 -1818 S.E. CORNER N.W. 1/4 2 AND 3 AS DESCRIBED HEREON ARE CONTIGUOUS; ' FURTHER, THAT THERE ARE NO ENCROACHMENTS- EITHER WAY ACROSS PROPERTY ) P.B. = Plat Book P.L.S. Professional Land Surveyor CERT/FY THAT THIS SURVEY MEETS THE MINIMUM TECHN /.i f�{ . �T „4NDAROS IN ^ , R = Radius C.S. = Concrete Slab �,,, LINES, VISIBLE EASEMENTS OR RIGHTS -OF -WAY (EXCEPT AS NOTED HEREON, IF ANY). DENOTES PALM SECTION 472.027, FLORIDA STATUTES (OR RULE CHAr�{' �IC7 r�� ., F.A.C. ! SECTION 6 -29 -16 CLEARWATER WATER PINELLAS COUNTY SEWER AND WATER �� A =Delta Angle CONC. = Concrete 9'-' v _ J 100 SO. MYRTLE AVENUE 14 SO. FORT HARRISON AVENUE EP =Edge of Pavement S/w = Sidewalk SURVEY NOT VALID UNLESS SEALED WITH AN EMBD,vSE ••�° n (� ��' CLEARWATER, FL. 33756 CLEARk''TER, FL. 33756 THIS SITE LIES IN FLOOD ZONE 'X', ACCORDING TO R/W = Right -of -way = Centerline SEAL LA dD7SORVEY / �: L ( } i 4 1 (727) 562 -4557 (727 464 -4714 FEI.4A FLOOD INSURANCE RATE MAP 125096 0010 D. OMH = Storm Sewer Manhole DIP = DUCTILE IRON PIPE (WATER LINE) J / __ ,., c �- ------- - - - - -- z:, M.E.S. = Mitered En Section Water Valve / c"1 J a _ n� / ) DATED i3 19 91. pa i S ? T +;P 2 v� I,�� %.�id�! �F�s =i! t� (� /� '. } VERIZON AMERICAST O U, �.f. X %c �� - --- - - - - -- O T.O.B. = Top of Bank Q = Sanitary Sewer Manhole °-r • �', w PROFESSIC'NAL(L i',JD'SURVEYOR # 4626 800 483 -8433 ELEVATIONS SH01',N THUS -)' BASED ON GRAY - T, T.O.S. = Toe of Slope = Gas Valve ae ( ) ELEVATION 7.x.707, NGVD 1929. © - GU� D. HALE-6P455 4626 �'1,�,, �' - hater Meter _ rr ! O� SVA%, �"� CiraD off // DATED. =Light Pole OFHA = Overhead tiVres TREE uPD,�a�.� � �'-� --- - - - - -- ---- - - - - -- Fire Hydrant Assembly ✓OB NUMBER. 2000248 DA TE. 0 � / 0 •,,•` 6913) un,�, 47M IAli (CIL-1) (96: ,11_9 �aRR.-, n-.. �e..---__. t®. � ,�,,.....•.�....,.:..,,"..,®,a -,.- a�.-, n�,.., ...�.s•,.•.,.e,G...�,�•.s.�a =- - �.,..-- ....,,_ .,H- _ -.- -- - ,� �eea.. a�..,f��, - � -. q � � I I '9 ' � 6 6� 6 6A 6 6Y 6 6g 6 6S 6 6� 6 6S � � S S6 6 65 6 66 6 66 L L6s � Li O 66 6 66 6 66 G G0 6 66 O OS U U F F6 O Os� 5 56'• � �? � r-, S SG' � � � �` S SS,S 5 56ct' 6 66`8 S ' � •! • •J • •S 6 6. � � L O v 6 'S • •6 • •6 • •6 ' '.r ' 'G • •C � a a r 6� P o N U N�°! , 0T9 �6 / Y 0' � , � O , 9 F� L, 0 O 9 R ' + p 0 9 6e 00 OT 2p S SpS 0 A + _>0 Iq 60 TBM #2 � o 6 SIR /CAP ELEV. 68.40' 12" 0 7" 0 69 'oo 6 60 ♦ F O SS 16" min 7 "10 "18" O 6B 00 6S p O OHO 19" •" Sy �? T J �e C 30 "DIP s '� _� : I - I _ — — — -- �? — r -�� — " ` G -r, , _ —. —. �`� 3 0" DIP WATER L� — 60 10" �9Ap GRAT / _G / ��..._ 6i�9 0 `t t" •-- — , -- --- _-_ ,::= _._ - - � -�_ __ - — - ._.__ - -_._ - - -_-=-- _ - - 1 - -�- 9 j�6 � _— — Ogg WATER ET 619 EL. 68.50 x'6,/8 "��1L69' .�`k+�,J .0;r ♦ AA .� N 00 22 42 E — 772.17 6s c _ _ \. 6 rn t 6 n �£ 5' CONCRETE SIDEWALK bq - -� 09 rs j' 9 ?9 ' ) 66 _f — �! _ _ "`u� -tsj `ten _...- -. — — O CLAR�3ATEfi GAS N — — ---— — — -- — —� —� _ 5��-- OA sr / C /�% %fJ�J% A yI� ,�j iI b �' - -- __ - �-- �� o'o �. _ n ' fl �lJ !/ d "� — ?�' '�� 6 B�WATi R ..— -.gyp �. �� — — — + °' rn r Sr B> ` — �tP '— 00 69,3 ,�J ->O -06, B S, (n `6, \ ,� q 9, 69 O �9`f9 9S ,' RS ,06? _ ♦,SOD co 01 - - - -- — i i . _6S _� # �j eua 2 M a r.Fa -a •NO 6 x Ar+.e -v"o Mt+o a xw--- Q Mur1 -- -- _ - -- 6 �' "-------- - - - - -- s,? 1 6 �e ��A I I ? 91J I rn m I LOT 18 I LOT 17 I LOT 16 I LOT 15 I LOT 14 I LOT 13 I LOT 12 I S U N S E 11 P O I, N T E S T A >r E S P. B. 1 3 9 ° P G. 1 6 7° 1 o V° I I I I l o I I I LOT 10 I B L 0 C K I A I I LOT 6 I LOT toa I I I I I � m I I 1 I I I I I 1 I LOT 11 I ( LOT 9 1 1 1 I 9 I I I I BLOCK C LOT 8 r+ a LOT 4 LOT 3 LOT 2 LOT 1 91 I I I I I I I I z o N I N R E S I D E' N I T u A L LOT 7 I i I i + i I LOT 1 �} I { I I I I \ I 1 m I THE UNDERSIGNED HEREBY CERTIFIED TO: ALBERTSONS, INC, A DELAWARE CORPORATION,LAW OFFICES OF B.F. (BIFF) GODFREY, JR, UTILITY- COMPANIES I I m I I vpi BOGIN, MUNNS &I MUNNS, WEBB'S NURSERY, INC, A FLORIDA CORPORATION, AND FIDELITY- NATIONAL TITLE INSURANCE- COMPANY OF NEW YORK, THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 'MINIMUM FLORIDA POWER CORP, VERIZON �.E =iE C STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS ' , JOINTLY ESTABLISHED AND. ADOPTED BY ALTA, ACSM 908 CLEALAND STREET 1280 CLEVLAND STREET SITE DATA AND NSPS IN 1999, AND INCLUDES ITEMS 2,3,4,5,6,8;10,11b,14, AND 15 OF TABLE A THEREOF, AND' PURSUANT TO THE CLEARWATER, FLORIDA 33755 FLCW 5033 ATTN: AL FRAZIER P.Q.C. = Point of Commencement F.i.R. = Found Iron Rod & Cap Qy�7Rr (2UyH LE L /� � D S/ RVLF'rllV0 ACCURACY STANDARDS (AS ADOPTED BY THE ALTA ACSM AND NSPS IN EFFECT ON THE. DATED OF THIS CERTIFICATION) •AND (727) 443 -2641 CLEARWATER, FLORIDA 33755 1. THE ZONING FOR THIS SITE IS COMMERCIAL P.O.B. = Point of Beginning F.P.P. = Found Pinched Pipe C�n / //-l�� % /Q� /`!• �r""�� /-i�Vc!/ 6J [/ �7 (727) 562 -1140 SETBACKS -FRONT 25' 0 = Data per Description F.O.P. = Found Open Pipe & Cap FOUND THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE M = Measured Data P.C.P. = Permanent Control Point /, GUY O. HALE, THE SURt/EYOR /N RESPONS /BLE CHARGE, HEREBY CSR FY THAT - -- CLEARWATER GAS TIME WARNER SIDE 10 t. ALLOWABLE POSITIONAL TOLERANCE. FURTHERMORE, THE UNDERSIGNED CERTIFIES THAT HE HAS SURVEYED THE PROPERTY 100 S. MYRTLE AVENUE 2530,DREW STREET REAR 20' C = Calculated Data F.C.M. _' Found Concrete Monument THE SURVEY REPRESENTED HEREON AND THAT SA 49 ABOVE GROUND SURVEY AND - I NAIL /DISC HEREIN DESCRIBED AND THAT THIS SURVEY WAS MADE ON THE GROUND, SHOWING ALL GAPS, GORES OR OVERLAPS OF THE pG,(, = Page (s) S.I.R. = Set Iron & Cap 1/2" L.S. #4626 PINELLAS COUNTY, PROPERTY OR ON THE PROPERTY AS PER THE RECORD DESCRIPTION, AND AS EVIDENCED BY THE BOUNDARY SURVEY. ' PARCELS 1, CLEARWATER, FL. 33756 CLEARWATER, FLORIDA 34625 - SKETCH ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BEL /EF. l FURTHER 727 562 -4567. DENOTES OAK 0. = Official Record Book L8 = Corporate Certificate Number SURVEY ( } (727 797 -1818 S.E. CORNER N.W. 1/4 2 AND 3 AS DESCRIBED HEREON ARE CONTIGUOUS; ' FURTHER, THAT THERE ARE NO ENCROACHMENTS- EITHER WAY ACROSS PROPERTY ) P.B. = Plat Book P.L.S. Professional Land Surveyor CERT/FY THAT THIS SURVEY MEETS THE MINIMUM TECHN /.i f�{ . �T „4NDAROS IN ^ , R = Radius C.S. = Concrete Slab �,,, LINES, VISIBLE EASEMENTS OR RIGHTS -OF -WAY (EXCEPT AS NOTED HEREON, IF ANY). DENOTES PALM SECTION 472.027, FLORIDA STATUTES (OR RULE CHAr�{' �IC7 r�� ., F.A.C. ! SECTION 6 -29 -16 CLEARWATER WATER PINELLAS COUNTY SEWER AND WATER �� A =Delta Angle CONC. = Concrete 9'-' v _ J 100 SO. MYRTLE AVENUE 14 SO. FORT HARRISON AVENUE EP =Edge of Pavement S/w = Sidewalk SURVEY NOT VALID UNLESS SEALED WITH AN EMBD,vSE ••�° n (� ��' CLEARWATER, FL. 33756 CLEARk''TER, FL. 33756 THIS SITE LIES IN FLOOD ZONE 'X', ACCORDING TO R/W = Right -of -way = Centerline SEAL LA dD7SORVEY / �: L ( } i 4 1 (727) 562 -4557 (727 464 -4714 FEI.4A FLOOD INSURANCE RATE MAP 125096 0010 D. OMH = Storm Sewer Manhole DIP = DUCTILE IRON PIPE (WATER LINE) J / __ ,., c �- ------- - - - - -- z:, M.E.S. = Mitered En Section Water Valve / c"1 J a _ n� / ) DATED i3 19 91. pa i S ? T +;P 2 v� I,�� %.�id�! �F�s =i! t� (� /� '. } VERIZON AMERICAST O U, �.f. X %c �� - --- - - - - -- O T.O.B. = Top of Bank Q = Sanitary Sewer Manhole °-r • �', w PROFESSIC'NAL(L i',JD'SURVEYOR # 4626 800 483 -8433 ELEVATIONS SH01',N THUS -)' BASED ON GRAY - T, T.O.S. = Toe of Slope = Gas Valve ae ( ) ELEVATION 7.x.707, NGVD 1929. © - GU� D. HALE-6P455 4626 �'1,�,, �' - hater Meter _ rr ! O� SVA%, �"� CiraD off // DATED. =Light Pole OFHA = Overhead tiVres TREE uPD,�a�.� � �'-� --- - - - - -- ---- - - - - -- Fire Hydrant Assembly ✓OB NUMBER. 2000248 DA TE. 0 � / 0 •,,•` 6913) un,�, 47M IAli (CIL-1) (96: ,11_9 �aRR.-, n-.. �e..---__. t®. � ,�,,.....•.�....,.:..,,"..,®,a -,.- a�.-, n�,.., ...�.s•,.•.,.e,G...�,�•.s.�a =- - �.,..-- ....,,_ .,H- _ -.- -- - ,� �eea.. a�..,f��, - � -. f --, I ,--,, 1 - GENERAL NOTES 1. EASEMENTS REQUIRED FOR ANY PUBLIC OWNED UTILITIES OR SERVICES PROPOSED IN CONNECTION WITH THE DEVELOPMENT TO BE PROVIDED UPON DETERMINATION OF FINAL DESIGN. - 2. INTERNAL ROADWAYS AND DRIVES TO BE MAINTAINED BY OWNER. 3. INLET LOCATIONS ARE SUBJECT TO REVISION DURING DEVELOPMENT OF I DETAILED CONSTRUCTION PLANS, AND WILL COMPLY WITH THE REGULATIONS OF THE CITY OF CLEARWATER. l� 4. PAP.KING SPACES ARE MINIMUM 9' x 20'; and 12' x 20' FOR HANDICAPPED. S. ALL AISLE WIIYPHS I+TILL BE A MINIMUM OF 24 FEET. 25 6. ALL REQUIRED SITE IMPROVE241 I'S SUCH AS DRAINAGE, - LANDSCAPING SIDLWALKS ETC FOR EN'T'IRE SITE MUST \ Ex .30" RC.P BE CQMPItEPID WITH PHASE I AND ALSO THE REQUIRED E X O H PO W I- R ' A1`� rr OF PARKING FOR THAT PHASE. - \ ,< -L�. 4 E x c e ,I �, i 0 N 27 ° 44' 2q " W \ /_ \\ ,4- 241 I 11 N 29 ° 25' 29" W . 30" o \\ N 13 °40' 30" E 46.241 / " \ 4490' \ v " ��z * R.. \ d6 "� �; Ex. \ .- 4 "❑ ) 30" RCP \' ----,-,% 01 CT \\ -X 30' RIC I jj,�aL5,, `22" tz• \ \ � pf � :" CONTROL- STRUCTURE / \ �\ Elk E C,'AS I f3 I E X IST. \\ ' -� VALVE DRY DETENTION \ I `r '.I' Eris +TZ /w POND 35 t= X M H 05 4 S1 DEWALK p �-1 U S l� iI Ex 4b T Y ) 3Z" ESM'T. Off' Ex 3G "RCP RGP 02y„ I r rl i v.# L. o I-IIII I I v iv i--S INNVE NOTE CONINACTON TO SOD 3 6E HIND IF UE PAVEMENT I DR APR UN . 1 jI DPI 6. TO MEET ` - EXISTING -6-TII GROUND 6 I- - OO t FT / E I O W I I/ f l l - _- _= ,- . 1 SLOPE 1 sl UPf TO MEET To MEIN EX13TING EXISTING GROUND I• MODIFIED TYPE I GROONO ASPNAETIC CONCRETE 6• BASE COURSE IPNIMEDI (99% I ItlUI U • I BV 9 S 6 BASE 1 5 1 I I 9B'1 1 IBII 1 INTERIOR DRIVES 81 PARKING APRONS B- 4 1 1563 LEC4EN O '?vs,, ERIV 3toA5PAALTIG CONCRETE COURSE (PC -I) V., 81SODDEID 5HOULDER NOTE= 10%z: LIMROCK BASE (PRIM D) € _ SUB BASE (V80/o T180) (LeRA -N M I R (ci H-r TUR I�1 I N 1 ;.,:.- • Z'�ASPHALTIG CONCRETE GOURSE(PC -I) CONCRETE SIDEVVAL-tL RI c::,"T TURN OVT ONLY !;•'.:•, $' BA5E COURSE (58% T1 80) E %' 12M5U854A5E(98 %T18O)(LBR40) uii Ex. RAISED C O N C CONCRETE DRIVEWAY �t�""�1 �• REF'1.AGEMENT I S L_ A N D 1 I 3/4" A5PHALTIC CONCRETE !_J COURSE (PC -3) OVERLAY LIMITS OF PHASE II - ' -- AREA OF E�(. BLDG. A IT 14" ,11- Iff-ft A NNW A 01 1 C U141 ZONING CPD AREA OF SITE 12.2 ±ACRES (5J1, 432 SQ. rT.) PROPOSED t1Ax ItiUH DUILDIt1G IiEIGHT: 49' (PH III) FF'OPOSED SITE COVERAGE LUI LDINCS 98,939 S.F. 2.27AC 19% PAVED SURFACES 290,223 S.F. 6.67AC * 55% OPEN SPACE *102,794 S.F. * .36AC * 20% F ETENTZOt7 AREA 29,713 S.P. 0.68AC 6% TOTALS * 521,669 *II.9 BAC 100% PRO DOSED BUI LDItIG USES PHASE I RETAIL 81,950 S.F. I -STORY H/P:EZZANINE IIEIGIIT 45' . PHASE II BANK 5,950 S,F. 1-STORY IfEIG1iT PlGSE III OFFICE 29,750 S.F. J -STORY HEIGHT d9' TOTALS 117,650 S.F. TOTAL BUILDING AREA F�:QUIFED PARKING PHASE I RETAIL - 5 SPACES PER 1000 S.F. (81,950 S.F.)- 410 SPACES REQ'D d10 SPACES PROVIDED PHASE II BANK - 6 SPACES PER 1000 S. F. (5,950 S.F.) - J6 SPACES REQ'D 36. SPACES PROVIDED ^IU,SE III OFFICE - 4.5 SPACES PER 1000 S.F.(29,750S,F.) -134 SPACES REQ'D 13d SPACES PROVIDED TOT:.L PARKIt1G REQUIRED - 580 SPACES TOTAL PARKIC:G PROVIDED - 580 SPACES TOTA LOADIt1G SPACES REQUIRED - J TOTAL LOADIt1G SPACES PROVIDED - 4 t{,V:DICAPPED SPACES REQUIRED - 12 SPACES dANDICAPPED SPACES PROVIDED 12 SPACES P:!ASE II STACKING REQUIRED- 25 SPACES r:tASE II STACKING PROVIDED - 25 SPACES FLOOR AREA PATIO TOTAL SITE AREA 531, 4J2 SQ. FT. TO':AL FLOOR AREA OF DUILDINCS 117,650 FL ^,OR AREA' PATIO 117,650 t 521,669 * - 22.55%71' ;'f REV 2 -14 -94 ,.,- LANDSCAPING NOTES 1. DESIRABLE MATURE EXISTING VEGETATION FOUND ON SITE HILL BE PRESERVED, Olt WILL BE REIIOVED BY PERMIT ONLY. . 2. LAtIDSCAPED ISLANDS SHALL BE PROVIDED (AS SHOW11) EQUIVALENT TO NOT LESS THAN SIX (G) PERCENT OF THE TOTAL PAVED AREA OF TIIE PARKIIJG LOT /VEHICULAR USE AREA*( 290,637 SQ. FT. PAVING x 6% = 17,438 S0. FT ) TO INCLUDE A MINIMUM OF ONE (1) SHADE TREE FOR EVERY TWO- HUNDRED (200) SQ. FT. OF TOTAL INTERIOR LAtJDSCAPED AREA, WITH A tIIN. OF FIFTY (50) PERCENT PLAttTED WITH SHRUBS. (NOT HORS THAN TWENTY -FIVE (25) PERCENT OF TREES MAY BE PALIIS, WITH THREE (3) PALMS CONSIDERED EQUAL TO ONE (1) TREE). 3. THE PLANT MATERIAL TO BE INTRODUCED TO THE SITE SHALL MEET THE FOLL014ING MIIIIIIUII CRITERIA AT THE TIIIE OF PLANTING: TREES - CLEARWOOD 6 FEET, OVERALL HEIGHT 8 FEET. SHRUBS - [[EIGHT 18 INCHES. T 4. A FINAL LAtJDSCAIC PLAN SHOWING LOCATIONS, SIZES AND SPECIFICATIONS WILL BE SUBMITTED WITH THE FINAL CONSTRUCTION PLANS, WITH THE, UIIDER STAtiUING IT WII.l, HEED TO BE. APPROVED PRIOR TO ISSUANCE of-* CONSTRUCT 1011 PERMITS. 5. PLANT IIATERIAL TO BE USED AS 7!:R CITY ORDINANCE ONLY ACID HAY INCLUDE: COM11011 NAIIE BO'T'ANICAL IIALIE , TREES: SAND PINE 1'ItJUS CLAUSA SLASH PINE PILAUS ELLIOTTII LAURAL OAK QUERCUS LAURIFOLIA QUEEN PALM ARECASTRUH ROMANZOEIANUM WILLOiJ SALIX UABYLONICA SIIRUBS: FITTOSPORUtI PITTOSPORUH TOBISA AZALEA fH000DENDROt1 SIHSI PAtIPAS GRASS CORTAUEItIA SELLOWANA , LIGUSTRUtI LICUSTRUH JAPONICUPI VIBURNUII VIBURNUM ODORATISSIHUH GROUNDCOVERS: This plan was prepared by Appenzeller, Boyd & Zarra, Inc. Information added after liay 15, 1991 is by Ring Engineering Associates, Inc. , �I; ALUMINUM SALES BLDG = 5350 SO. FT. LIRIOPE LIRIOPE MUSCARI V I V I IV I I T �t�id =",i"' r 1 9_ ^ r_ N1r% CONFEDERATE JASHINE TRACNELOSPERt1UM JASMINOIDES `, 'I� L2, WOOD FRAME BLDG. 0 50 100 �T R E E LEGEfV D 2 STORY WOOD FRAME BUILDING I = 1 -->-f- SQ. FT. -1 r 1 SCALE ' FEET REMAIN REMOVE RELOCATE NOTE. 0 OAK o o�i SURVEY E SUBJECT TO FPC EASEMENTS O.R. 4663 p PINE a PAGE 622 AND O.R. 5611 PAGE 653 DC PALM ❑ LIGUSTRUM ' ' ) THIS LEGAL PREPARED BY - GEORGE F. YOUNG INC. 31E• ELM o � O 1301 US 19N. PALM HARBOR FL 33563 * MAGNOLIA (813)` 785- 6716 # coccus us # DATE MAY 20,1985 0 CITRUS n 9 CLUSTER BOX O CLUSTER BOXWOOD W( ® 3 DENOTES INTERIOR LANDSCAPED 0 EUCALYPTUS O VIBURNUM O o 'D 'D ISLANDS DENOTES AREA TO REMAIN NATURAL s BERRY 0 FLORIDA PRIVET 0� A o 11 DENOTES TURF-BLOCK O CYPRESS at (40 , �I; ALUMINUM SALES BLDG = 5350 SO. FT. LIRIOPE LIRIOPE MUSCARI V I V I IV I I T �t�id =",i"' r 1 9_ ^ r_ N1r% CONFEDERATE JASHINE TRACNELOSPERt1UM JASMINOIDES `, 'I� L2, WOOD FRAME BLDG. = 651 SQ. FT. , \\ ,3; 2 STORY WOOD FRAME BUILDING = 1536 SQ. FT. r 1 / L4, WOOD FRAME BLDG. = 920 SQ. FT. 59 014" E STORM om' 9 5' I? � �\ -EX' 18" . �5,' ALUMINUM BUILDING = 4940 SQ. FT. H T.d.B. ELG1.1 h� 0 RCP \ TOTAL \ ;. .Y.) \ \ EXISTING STRUCTURES = 13,3975Q.FT \ _ c e/ O x X50' 69/ 1 s t0 4 I ro \ \ W I 1� _ ri \ O I- - I \ �+ N d � I o, 3" \\ tih h�' �o i7W � -- A •f1" Ex.IZ' WeII MH (IRR.) X40 �C, -U a 5�ti h4; . ;" Sc• I STORY - \\ 19 10 P r m o 3 i 4 ' ° _ BAN i( BLDG. _ / �' �" I �, \ " F F� SNL W k o 5� �� F. F EL.6� ?0 r 2 \ \ _� Ewa !., N p s'4iIGHCONC.SEPT1 � \\ x } 2 / r; • ; 0 I 0 '5V,1D FILTER �k! i . , a s' I \ \ p \ \ �� ('T-O BE r � O2 w � �° o/ , � �' `� .� P '' I , i <o 2 i I RGIVIMED) 9 a' DO ri I : >, Its ;. �I L_ 4Z•• c>J , 2s'' 2,' lo' \\ 11 r-SAN. GLEANDUT RCP k rg- \\ \ - t3'RCP .. . f, 12 >� \\ It. \\ \ -1 � 5ERV ICE I zt" 7 (0 19'' \\ SHORE JUNIPER JUNIPERUS CONFERTA �- `^ �.'R_,-,,,,-,PU RS"" `____- __ , 11 t•�t Ir) 7 TAIL "•t� [VTrWf MDi w iNt • IIIII "" 6. REPLANTS TO BE DCTERhIINEU DY FORt1ULA AS PER CITY OF hh(•nI }I - •1 •V►S Nr 1 _ CLEARIATER TR EE ORDINANCE. _ PINES o ,T-- "E", «Y-IO 1 rr I I (- S (Y , T Go n 7 LANDSCAPING ALONG EAST PROPERTY LINE TO BUFFER RESIDENTIAL AREAS. AEr t D <! +'t.• �) tNA•it'lf, ry'�O I T,, •-x tN T V - Titf -" ff• r,tt lA row MARIA 1•1' IIUR(NtINf OF, n7n A 17,523 S0. FT OF LANDSCAPING ISLANDS REO'D. I 0 Y 'TT THE ' 17,605 S0. FT. OF LANDSCAPING ISLANDS PROVIDED ON 0 "_ f f uh r� hr - C11L/l1SL {� R __ ii 9. 297,602 S.F. PAVING MINUS 6550S.F SIDEWALK s 292052S.F PAVED SURFACES f •rT f INLAM IA NWORLD LANG l d t 0 1 I ,hY: --�< �j FOR INTERIOR LANDSCAPING % t (1! LT� 1'LU lAl(I , I ta,. A•I•N puAlN)k1AN r-1 ' . l0. LOADING -DOCK AREAS WILL 9E SCREENED FROM THE SINGLE FAMILY HOMES I' ,••t Cr I- •R � I BY THE Ex. 9 PROP. WALL a LANDSCAPING E - �e% D"1)C CotI1MBIA On n' T , ' I< C A NI D C I DAI � '� < r `' ` ► �1 : tl ( Lake .L ; c►u t' )1A11 I�,i rt'1 LEGAL. DESCRIPTION FNiwn e E OLIJAKIEI �„,,, a -r " 3 t� HTt�1 Ip�iQ t�, r -' = . t( . w A tract of land lying within the Southwest 1/4 of the Northwest 1/4 of Section 6, Township 29 South, Range 16 East, and being more articular] described as follows: Iro r••;! ,OAI(Sµt NTC AIR , ro •i'1., T� 0 /I151HAL P g particularly t f Ro .� -< ;" "�uvr -D IILf- Cw W Commencing at the West 1/4 comer of said Section 6 as a point of reference; thence N89°50'54 "E, along the cast/west half section line, the same being the centerline of State !��y +�" Il. krrl �1,P0�AT10N '� Road No. 588 (Sunset Point Road), 61229 feet; thence NOQ°O9'06 "W, 50.00 feet to the north right-of-way line of said State Road for point of beginning; thence N29°25'29 "W, •'� G • "•r - r : I `7_'� g Y P 3� e �_ qp( TITS- 1 Ar� • Ix I to the east right-of-way line of Belcher Road, 103.25 feet; thence N34 °48'24 "E, along said right -of -way, 1,277.78 feet; thence S58 °46'47"E, to the west right -of -way line of - , OO 1t. ; b r� , [IN - 1� ;r Coachman Road, 94,66 feet; thence SOO°22'42 "W, along said right -of -way, 1,068.06 feet; thence 537°03'26 "W, to the north right-of-way line of State Road No. 588 (Sunset Point LIMIT , 00 ' Road), 25.11 feet; thence S89°50'54 "W, along said right -of -way 737.41 feet to the point of beginning. I ' ' \ I ; _ :: a , ` `r ! n ISET TO. t � i v wt` ` �t Oe r4 SUNSf l POINI J9 Containing 12.2 acres more or less. ODS x)NNTDALI IILVO I 5 t Il, O SI�PN/NG UPPER INE,LASA,SSN fp�1 J+ t L VMEI Sr RE/AROE11 clt/1(S •"O" BE•o •• T r`l� � LESS: cALUwErI sr I. - ..� : �Ecr l[x A+�ltvs) W R 1 A1_A' O ctEUAR- I w . I sf��iiV(" A portion of the tract described in Official Records Book 3094, Pages 315 through 316 of the Public Records of Pinellas County, Florida, being that portion of the Southwest U wArER A sL COACHMAN avH �"'' 1/4 of the Northwest 1/4 of Section 6, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly described as follows: r_ NO(ISIRIAI --- I' '` CENTER FF Z "W PA J . _ 5g 11L I 0 `� Is'' \\ �'L /�� Commence at the West 1/4 corner of said Section 6; thence N89 °50'54 "E along the East -West centerline of said Section 6, for 612.29 feet; thence leaving said line N00 °07'25 "W, RaooT r m j `PO a \ for 50.00 feet to the intersection of the Easter] right-of-way line of Belcher Road C.R. 27 right-of-way varies as recorded in Official 'E "rte - "'°`� t• rN +'f 13 . -')91 ! { ti p i 4 0 .. - 0 ; -. \\ Eq� Y gh Y ( g Y ) cial Record Book 4609, pages 203 through sf, , 5oj S`I• :;:; + ,, 1 9 4 1 �/ v \\ 211 of the Public Records of Pinellas Court Florida and the North right-of-way ht -of -wa line of Sunset Point Road C.R 576, a 100 foot right-of-way) as recorded in Official Record • c)�rTO co 1• " •O ROYAL // ty, g Y ( RANG( : _ RD _ _ _ _ <C y } r ` yrAcnuF/ W F : ;t ,' I N•P. \ \ \v `C Book 1813, pages 343 through 347 of the Public blic Records of Pinellas Count}, Florida same also being the POINT OF BEGINNING; thence N29°2S'29 "W, along said easterly WATER ALL] \v, , LLUO i . �'`• • ,j x " ME.TETZ $Y II OF CLEARwA -TEI�' r•• " 7 IS' D INA� O !!q _ y right -of -way line for 11.46 feet; thence N89 5054 "E, alon a line 10.00 feet North of and arallel to the North line of said Sunset Point Road for 723.19 feet• then leavin said ARa � (� 1 �•s��0a ' O EA5 \A g ' 1' o- COACH A ,`'i-- W"-. C20 5°J '•`::: •':: ''' FEE $Y Gam• eo eP ,„ s 3•' IS II q cog " 1 line NOO°09'06 "W, for 950 feet; thence N44°38'48 "E, for 42.98 feet; thence NOO°22'42 "E, for 245.08 feet; thence S06'28'44 "E, for 41.88 feet to the West right- of -w•ay of Old GRAND - t..�- q..:NIENi.s RIAL P • _` SAS/ T -1 Q - E '' '' ' 3a(�"• -� (-�.� xEu• 1 - /g ;zo" S},��e;4 \\ 29 PZ'.F- � E S eor\1G Coachman Road (C.R. 535, a 66 foot right -of -way) as shown on the Plat of Sunset Point Estates, as recorded in Plat Book 39, Page 67 of the Public Records of Pinellas County, 2 g :PAg� r Ill rI'6tAP ' - --�, V y Q Q( I 2 i `• �.'� «r • Ex. 3�•' RGP 1-1- A O • - l , O E S IA I [ I '•' • t1 P n Ex IS' QGP I / \ a 07" I I (o \\ � S I DEwA.�K Florida; thence SOO°22'42 "W, along said line for 233.45 feet to aforesaid North right- of -w•ay line of Sunset Point Road; thence' along said North right-of-way line the following ` - - g _ v w� T�' "i gT ` W.0 .. ' - :''''' :; Ex SAN. LATERAL `\ /8;10;]5" SII O �� '� \\ (y two (2) courses; (1) thence 537°03'26 'W, for 25.11 feet; (2) thence S89°50'54 "W, for 737.41 feet; to the POINT OF BEGIN)'iNG and containing 9,466 square feet, more or ^P r = -� rI� __ C1 Ic ^ }_ a E... 5"o II" o /, less. ;..:3,` ;,'; 1 11" AN.M.H �F11 A. �� _ fig„ -4- DRY \ ,� �,. >=x 1s' RCP I L9 D to/ ';-.%"-.--'.:,.*.!' - 17 ` DETENTfPN 3 \ \ C TOGETHER WITH: LU z (0 T--' $'o.,::•::•:, e.. 5„ �n� POND \ \ DLO �� -t2`�' �r S GO G E E I L N E I t5 A onion of the tract described in Official Records Book 3094, pages 315 through 316 of the Public Records of Pinellas Count Florid being that onion of the Southwest III I /� 15 \- \ \ P P g g Y, a g P oo ME IAN CUR ZI. 8 h m )- I : << • ,�_ N 111 \ 5'; �Z,E 1 'yA \ S• 1/4 of the Northwest 1/4 of Section 6, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly described as follows: 111 N LL) CL i : , I >3" o&<- ME5. a \ \ ti II, o " - 18 t_P \ T.O.B. \ t�- �\ X. C. o . Commence at the West 1/4 corner of said Section 6; thence N89 °50'54 "E, along the East -West centerline of said Section 6, for 612.29 feet; thence leaving said line N00°07'25 "W, A D JAC E N I PROPERTIES . ( 30 S \�- p� for 50.00 feet to the intersection of the Easterly fight-of-way line of Belcher Road (C.R. 27, right-of-way varies) as recorded in Official Record Book 4609, pages 203 and 211 Q LL .•. t x l9 \ of the Public Records of Pinellas County, Florida and the North right -of -way line of Sunset Point Road (C.R. 576, a 100 foot f,ght -of -way) as recorded in Official Record Book 0 >r:;::;:..t ONC DOCK /STAIRS s• 7 LL ��' .; ` ;' I TRAS I \ fC rO 1813, pages 343 through 347 of the Public Records of Pinellas County, Florida, thence N29'25'29 "W, along said easterly right-of-,A-ay line for 60.70 feet to the POINTT OF o '' _ i2' IST ( T PAD COMP. CT RIW�/DR IN 71 4�5" fi 2 (1. SEMPSROTT JOHN A. is WASS HURIEL A. it o �. O BE REL T \\ BEGINNING; thence continue along said easterly line the following two (2) courses; (1) thence N_9°25'29 "W, for 4 55 feet; (2) thence N34 °45'_4 "E, for 34.88 feet; thence ' N ` .. O I OR' 9" ( I �4" \ � r 30' \\ leaving said line S13 °40'30 "W, for 44.90 feet; thence 527°44'29 "E, for 24.94 feet to the POINT OF BEGINNING and containing 298 square feet, more or less. 5£MPSROTT, ANGELA C. �-� 1923 OLD COACHMAN RD.. 1973 OLD COACHMAN RD. CLEARWATER FL. 33575 -4317 d!�::;:: < q" L ADINCt DO K I I �� Q O �\ CLEARWATER, FL. 33575 -4317 1-1 ........ .:... r 6. I O 8 . � � I AREA / �< �A r 7 \ \ Having a total area of 11.98 acres. �,,•' " "' "''T',,l t t '' •1 X O P O�/y \ lid CAUVIN, HERM}tJA y { , f ^- A o tJT ;..r,, �`3 '4 e RAMP W/ HAN RAIL 29" \ �,� i 2. VITULLI, FRANCESCO (!'• VITULLI, ANGELA �- �' N �/ 1919 OLD COACHMAN' ED... • • • - / i 9 \ 8 NP Qt, \� C9� 0� / �\ 1967 OLD COACHMAN RD. CLEARWATER; FL. ,33575,43 7`•. -`F , 1 ,`. O 1 \ h CLEARWATER, FL. 33575 -4317 . /, ,. G E C 1-I. r 1 COVEREID EG'V pOC.K I I 1 (o�O \ , (9 \ / �Bn\ /-,\ ,, '.� C C �j/ - , 3.�11 SCHULTZ, DENNIS J. (151 WYERS, JZFFREi G. - ; C 11. I �/ \ �+ \ /L \ 1 J 1963 OLD COACHMAN RD. `--- WYERS, UONNI}+ L. ' • 6' i t : t 11. 19 j AAA ' G I TRANSFORME AD . L _ \ 'a._ �/ CLEARWATER FL. 33575 -4317 / �' -I * 7 '� - _BUMPER S _ I N 7 %`O \ ��n "iQ^./Q \ E P.O. BOh 143 t _ y�AQr� NO ( �, e g,, p \ \F r�' ✓TS�` \ DUNEDINr FL 34296 -483 ''I - (a0 D 6p, 4 4 t SWAINSTON DENNIS J. r16 CALLAWAY` K 1STdi B. �, , l= i T: �-- IS'DRAIN GE I 'I O \ 43 m \ - -r- - - / SWAINSTON' RUTH A. ` J t Pr „ X 47 ;10" ,c-, 11 4 A q D/ (1 \ �n q/ /^' y .. I / CALLAWAY WANDR. 1 ) � (P ` EASE ENT �\ x','D' \ L R ✓C \ 4'!t LFdy17_1"1j1V.V2jc*__1 1959 OLD COACHMAN RD. 8206'.N..1'K2Y TR ••.•i I -� L �'' 'J o I E / \ 7� (9 ,� \ C rA /� /�/ \ /C` (� % I r, , E•t , CLEARUATElt, FL. 33575 -4317 CRYSTAL RI�£R� •39639 -6902• L1J r. I 5890 54" W 723.19 N I \ �, O /A, �A ti < O / I e i ;� I -� �'', :. )�j ,a tht Lr Z I I \ % O/ 'y \ / d 5. LUTTR LL CARRY S. r J. '/� IC ( , (17 DRUTHAN MICHALY, U) , LIMITS OF F'hOI�SED 1t7 N P �� 1 \ L/ �� \ LUTTRELL, DONNA F. `- DRUTMAN I PAULA H. ' T r I I , , I • '' �, \ L U E I I R l A I I f tZ' TvP / ® \\ • S ✓ 560 tAKEVIEW DR. 1887 ALBRICHT DR. . AND5CAPE B FF A E c ) •4S APR n 7 i99�1 PALM HARBOR, FI. 33563 CLEARWATER, FL. 33575 -4302 - 2' I I 6. MOORE, EMMA V. 118 BROADBEAR A. FRANK (420 LF) SEE SH7 2 EASEMENT O / \ \ CIO, / 1951 OLD COACHMAN RD. ` BROADBEARt EVELYN E. r t f O R PLANTING I N ► I , �--- P �\ t^s •p•*r ) F _' t '' r- N 12 Z \ O \ \ CE'�VTF�AL PERMITTING ' IN�� CLEARWATER 'FL. 33575 -4317 � 1893 B Cnl �� :;. 2g - 25 O 3 z5• AL RIGHT DR. f sI - \ N r CITY 0 c�AI�w • . I I \� I I l9 O \\ y % ATER CLEARWATER, FL.. 33575 -4302 "I 11.7 t?� N ` S' ONCRET I el \\ QI \ \\ � / D947NOLD COACHMANERD. j SARVIS; DONALD SARVIS MARY E. L / �l9 CLEARWATER, FL. 33575 -4317 1899 ALBRICHT DR. `� I z, S1� P)L I -STORY W / ZZ AN I NE + ��. _ II 1 \Ex. C'. B W/ M. CLEARWATER, FL. 33575 -4302 11 $,r \ \ ( ) CISSELL, JOSEPH C. (21� ANDERSON, HAROLD W. C°\X %;• 6190 Exist. R/W RETAIL I�LDIN G :•Y I I DETEGT2�R UtEGK S`C U 2 � \�\ \ CISSELL, MAE ` ANDERSON, HAZEL S. - ,o• z' J - 3 . CITY F UW. FE 13Y � / 2' 12" 511 N. JEFFERSON AVE. 2224 ALBRICHT DR. r;.; �.,e C" SIDEWe,LK SE F F. E L� �.50 �'-- 4 \ I CLEARWATER, FL. 33515 -6639 CLEARWATER, FL. 33575 -4303 Y r,, j } ", 02 EA MENT � (� H �1 � �1( / o , \� \ 1 4 y I: I �, tl � I I I � � SWA E l' •/""(;, �9.� STEWART, JEAN H. r21) CARROZZA, LOUIS W I I I I \ \\ Q �- 1937 COACHMAN RD �- (y I 3 1 , (SEE S T.0N B) SIAM SE CONNECTION 1p -; 17 18 l ' D I GE / O \\ CLEARWATER, FL. 33575 2230 ALBRIGHT DR. yt 1f DRAT c E E / 7 \/ (9 CLEARWATER, FL. 33575 -4303 W o0 .. p II s -1 -z D E(--TOR CHECK V) 01]11 'I� :/ \\ -'� J "' I e _ 4' 2AMP W /NAND I / X I "0 0 k3Y CITY OF GLW 17 18 a 3 -STORY Op' `0) TAYLOR, REGIS E.O. (22% HARYANSKI, HELEN 0 ?I R.ETAINIING WALL , /H ND AIL TAYLOR, CLIFFORD D. ` 2236 ALBRICHT DR. Ill I '3c �" FEE BY CONTRA U OFFICE BUILDING S1°j"I�'E '�� \\ -Ex 15" RCP 1935 OLD COACHMAN RD. CLEARWATER, Fl. 33575 -4303 r I I`1' " I 0 TY PE "PI - 14 U" N T 0 ' I " I T-,C P " \\ 0 CLEARWATER, FL. 33575 -5156 4 � w� I p UL RECESSED • ':V 1 TYPE 'PA -l4U INLET \ hiP F. F. EL. 68.70 E PP -14v INL / ur o � d L Irte` ( I LOADING AREA f g" x 8" AND -�-- -�- X SAN. Sl \N. CLEII.NOL.tr i1 " / � \ n 16 y C NE CT CONC. "F" \, 17 TULLER, JAMES H. (23� ANTLE, RONALD L.. {,qa LIMITS OF PHASE III 10' 8x2• Ar.Ip g' "TAPPING SLEEVE W�C� �\ 0 � �- TULLER, HOLLY L. �- ANTLE, CONSTANCE L. iii 8 xG TAPPIN BY CITY OF C A / /�� CUR GUTTERTO 1928 ATLANTIS DR. 2242 ALBRIGH DR. QI,f) f 1,53 t,1tM� A 8 "xZ" TAPPING SLEEV I SERVICE LIN Og" \ \\ \ /�5 Ex, CU lr GUTT6iZ CLEARWATER, FL. 33575 -4338 CLEARWATER, FL. 33575 -4303 T, t3 I� w /Ct�/ BY CITE! of 1. VP SLEEVE v/c.1V =dI N �� tx ` V (FEE BY CoNTRAC {Z) BY CITYOF ►7 8 0' 6'I CONNECT 5 CQNG. (12� EDWARDS, tU1TTHEW 5. v!24 j 2248 R, LYtJDOti THE ��I lv� /+, I ` � -- DaCI� W /ST 1 CLEARWAY 6 4' AMP W /HANORA L DOCK (FE Y NT GT ) 15 R P I I 00 °OqI W SIDEWALK TOE 1St, �. EDWARDS, NANCY M 2248 ALBRICHT DR. W W 9.50' i3' 6 18 �� p,•� ATLANTIS D3575 -4338 CLEARWATER, FL. 33575 -4303 l t UNDE DRAIN (9 1 Sid2wc11 K I I 33" AN .LATERAL L9 ° 1 to A K 6 S M 1 1 INSPE TI BOX vl EX POWER PO1_E S �•� I 115.1 GP ' RA P 5 4 W C N E IPE 41- I ESRf M II P Q 1 ctv .MP ' UN ERDRAI NOh °28'44'W ' I I- i co FI to' E MI=NT PROPOSED FEATHER i/4 A1)P4AALT / 3 �. \ l ( j FARtJSWORTH, LELAND C. Q Pl, ° 85 L F +1 HP 834 1 5TR1 RED MEDIAN ^ • f� cJ 38'45 1\ INSP GTION ¢I gg' I �- L. 5A MANHOLE_ X Q ' 11,,,x, Ut.IE. �'I W OVERLAY IA110 Ex. + '� = FARNSWORTH, tURCARET W Z 4'T Cv "UNDERD to .A, X 3 ' I O A/ ' -2838 GULF TO BAY BLVD. DV. � • � I 5 BUFFER N � UND RDRAIN 2 4•�, ,I E, g" Pavelrtet,t' EL-1( -1(+) r t , (Z' ,I i9 ERV G -..\ ON I 2S• fip Z' Z L I SP � X SR �, f O 1- \ CLEARWATER FL. 33519 -7005 ' - X. Q - •�-`� ___� , r - I�: i , • (_ i t. } I _ _ 'li!',- - "9.%`� z" E ;.£3 "C cl: Mait7 GZr. i �j DC L.�. / �f(: <.r 2 I too' ,5T4 7a F i l Er le _ I �-r- ' :1 L ? �`'. ��. J r 'tc v _ t E"' x i7cr- ! f� _ FPI�21oY -INNS µ - 1 4.O ( - (��rEx.Cone.Sid4_wq'(K 1 Asph. Pf<Bl", R. 0. 1r 6256 I DESIGN. JiR.05 d Ex W I E:" 1. FN • DRAWN JIRQS TLM IT Q S Z14\ \ T 2 1 \_ CHECKED LFK Y ii 1 "P Q c. KAA ' F - /- � ' - O F O aL!_ �� D R �Nj J"8 "v- 9 0 - 1 I \ _L - EX. WALL '.,." ='- ' =w.i �" 9 r 't:- .,a�:• - �I I . ._ _ d ;-T5 (o G. x� \ \��`� O OS �b STRIPED MEDIAN 2' S ICyC`51DEWALK /3 ¢ -'I 94 ,, � LS T, MDT/ /�/ -=` _ -.. _ _ ''`r•"; ,,_: - � - - h' 2, ED /a, T L /sT 7o Sy T. Z. ,- E N .-- U T L PHO E CABLE ,... _ E CI 12 2 -9 -- 3 9 4 L D �•- EL L D .11 D WA A N F LA cA I N G F - - S O � IN A LD N T \ S S R d. -a.' I MEi GEM. 42 E %�•�� ' R Y GLW. -e BY \ -� B tTF FE C.OtJTR,L O �- 69 _ B 2 Zo �. �.- • E O 8 >=u LM OUT, .�ti •-•k II RE ,_)II A A --., _ _ . , , .. __- I 14 -94 REV. za� It-� -, . r >r. i -�- ! _` x "'' i ;ts ,o I LEGAL DESCRIPTION 22 24 ,• N Go�.4 G>` m IT 1 Ca la _, n I r �'(a�.'t ' C�1 tab _ lof3.f34 69- - 2io8- r- ---'-, Ex 13 Cps ..R�» w _�.i / t7 Mo, 1 Ex 8 r,(, R/W 11 Ex. 8' -I IZ 8-88 REJ• F}IASE IL LAYOUT DEL. R/W TA INCA , G 'tS' STORIL E ;�•-� Maul %a�c 2 ' ��.; ,` �� ORA E �E 'db ,: ,_ti �` c� ��_( wa»r. '.. - -° _.- Gas Maie -, X x �oo4 Ex.30 W WM E K fZEV to3 la4 ro ~`><' ` ff N Z .�\ :- .��vCv�' 2 d� .Z_t� G tat - °� I Cin0 tAnit/- • / fir+ ��,,+ B3 sf� Ex.E t� (TO BE REMOVED i0 I -19 -85 RE`/. PER C17- 13MVIr=14 SITE DATA, �, .� - ",,r �4 - _ \-.. r? -. ,._ �.r._• �' 3r: - .- ,r - - C�13 , } rob • Y� _ �a'g'}- 6s = -- - �°9 - -� - - - -- ) ADD. WALL LANDSCAPING INFO. G4 T. -�.. A ANDSC AP t. , :-I ,, T _ J`t -C • - tb.�l 5 - l o:: i'. r a;. • . o "t: # 1 88 �/ IT :o W1 1 I S E a >� . 1 RE DA >; , a 7- TA - c ... -2(v- ..- I'Ei�.Y' +;;. .��y' '� +- :�N --,�; ::::;: -�• �i,• .• o E .\ I t.Ft��7W �ERt ,- •�•- `,_<, ` E x a - 1 �� t may. f M OX EC- i. h:- a 2 D ' h' S'' i I °:.T. ",� � � � 0 7 PIER �' ti c r E 'r,..'L ... ��. n D OU - u �.';: .� :� t R New LA T -- __ _ ' .:i '� �- .• `L T� E -�►' - E� � Ex 4 �r TI q 12-28 SS F7✓R CIT� OF (,'LW. RE(�D• (?�.f u 6 e - r=x 6 rho 4 �P - -,I- IO -14 -87 ADD. WATER L-iNIS Q5 PER CITY OF GLWTR. x' *' c. wM �2 - Ex PIP I. 1 3�0 �3 qZ I: '•I A 26 PP 1.. I Sip - w 'S I :. I S 2 1' IrOS�2 r' 6s I_ •1GI � I P I •.. Ig >s Exx4TE G >gR I 16B 20 169 a Ex AsPh E E ., g x LGi�TI�iiSe 8 F. L. Pd1. F',Li:' 19?• .t r„t `�i 1. swAtlE CSEE SEcrtoTE A) I �T-Ex.Gonc Dr. I" 1 \ 1 I �oNC. GF2 vE RKPUAC�MgL'i�T (TY�)(SeESE+I L I r:l f I \ X07 1'. II r�¢¢5 >Bo \ s Ex.H¢d ¢ E -- t, L'Q - - I 1 \ I'' Ex.Gonc :Or.IEn. r v¢IDr.I �I Dr --��I �E��r9L�¢n I� I:.' 19�o H¢�ExCorlC.wgll Z 3 -3D -87 RSV. ENTRANCE TC)/�L -ICLN WITH COF= (a/�Er�aE1�J,11pjt�G�. /� $ "'AJ_i�., <t �1 , 1 MEDI,A.m,ADDED 5- MCIAINC, MOTE ,ADE)E • , �_ "I� - r-' T U �� 1 �' �UV o �1ii 1111 �r� IPL. /� ' JOB NO - .`�1 r' yl' G� y07 ZYGEi�� y07 A6 - ©cf�JTH c" J1% �1 25 - .ff ` o ! -, J I NO -745 L.ANDSCAPINC, MOTE REV. DUMPS R5 - / ` Engineers • Planners • Surveyors Scientists • Landscape Architects FOR REV. U,W.M,,REV• INTERIOR LANDSCAPE 1 LANDS FEj No i - �\ ��"� \�� ' 24945 U.S. 19 N• 5440 Beaumont Center Blvd. 8406 Massachusetts Ave. WEBBS NURSERY I NC. REVISED FINAL SITE PLAN ` 1 3- Icj -81 REV. REQ'D PARKINCL SPACES REV 5Q.F'T. OF DATE "'�, � �1 � Clecraaisr, FL 34623 Sulte 460 ❑ Suite A -2 j DEC.12,1988 F t %os'� (013) 791 -1441 Tampa. FL. 33634 New Port Richey. FL. 34653 2251 MONTCLAIR ROAD I BUILDIt`IC,S,REV. FLOOR AREA RATIO _ �''' - SCALE (813) 886 -0111 (0I3) 646 -0904 CLEARWATER, FLORIDA 34623 813- 799 -2118 No. DATE REVISION APP'D BY III_ J0 ,ShT. OF - \' --• -- Certified as a true and correct copy. On 4 May 11, 1994, the DevGi0 ment Code Administrator approved a Simple Adjustrnent to the site plan last certified on March 13, 1992, for Beckett Lake Plaza. Witness ray hand and the Clearwater, P seal of the City of 1994, lorida on this 16th day of May, =i99 y!� Deput City Clerk The change to the site right-of-w" plan includes the ay taken by Highway Department for County Sunset Point widening of landscape buffer Roao and the required A 0 z E-4 H 0 a H W ul X14 /e, }a � t 2- Y �b` N ET -6' HIGH CONCRETE FENCE NEW SPRINKLER SYSTEM A S /VEEDEO 260° 6- (Z., c p- ti I`7Ax W ALL N %GNP' !00' 6' SPPcEr F'/)?F //Ylo T 20, J —L . .a to , Pi f � 15116, 904/\ �1a0 -- - Mac WALL NlCA 13o', coo' 2 — ,�- - OLD COACHMAN ROAD ABBREVIATION ET EXISTING TREES NT NEW TREES T ;, tit: ,;,✓f� ,; 300" -,W . I 23E MA /MAX WALL NICGW' 3c (o O KS c.R 8 6' HIGH CONCRETE FENCE 20, 1858 N.W. 22ND COURT POMPANO BEACH, FL 33069 305 - 973 -8488 FAX 305- 960 -0601 SCOPE OF WORK: r03 *FT. OF 6 FT. HIGH PRECAST WALL, 33 BUMPER BLOCKS. 3 - 7" STEEL POST TO BE CUT OFF AT GROUND LEVEL, LANDSCAPIPNG EITHER ILEX SHILLING 241 OR PITTISPORUM. 10 NEW - 10 FT, LIVE OAK TREES REMOVE: 1 - 18" OAK TREE 1 - 10" OAK TREE * 1 - 6" OAK TREE * 1 - 4" OAK TREE * 9 ALBERTSON1S 250 PARK CENTER BLVD, BOSIE, IDAHO 83706 SITE PLAN PRECAST SMALL LANDSCAPE & IRRIGATION ��✓ Cr,4,tyc w aPL. - c A'4 3Lb'-uO'132J 89 O.L� �..vauranvd 6ul•}slx� 20'G 'Q'n „C3� •a I 01 10SNNOO tn� 1 Q°� SS a•I awntd -41- owis`d � 1 � ° -�- xo ,n x 26'-" %naa dOl 'b0't°� I SS'Z� in�-1S dot 6ui slx SdbHSaZi * ` (1.��HS �1`v1�01S S� L6'�O '�'I SCE SID l5 � - =3,t) 9 1 . W' � L� 62' -1�� '�'?J 1� � � X 012�IOZ�OOZ X�aNI OIZ �IOZ'OOZ X�pNI ZZ'L9 ��! d �dJ�l 1I -IN1 @8no X08 NOIJ..773dSNl NI`dZ142jyNn S d �dAL 1S-1N1 9�Jn0 }!!�Map�S ' auo0 x-� (dJ<1) .1NSW50`d'IdSZi X09 1�'lN�l/ „Of0 -(�„ SdJ...L � (��I�/�� /� /� �' I {bM 'auo� x� �`dM�/�IZiCI �1�ZiON00 _ a \/ O � I V Q/ II � HO VO D a-1 O 711'°ma?!S xg - LnD -M*'S I I , NoIL��dsNt Nlbbazl�aNn x Lry x / a6PaH x� I 'qty I a&pat! 'X� I �I ( (�� I 61! / I /y N'd I I I I I •� I ( I I 6k w ^ _ 3 21°dX3 / o d �' 81 "A S r I •I 0 I ar.• m ( /mow y Ny /� '� I• I i� /n° 6t 'd d ®X�® O \� � �_— I f I /v .x u r ` ° xog gib ' x •dd _ •'•% • vt' �" ' _fir •.�' • dd'x3 ,t-® -- LO �S •rc°� — ff-�-" —��-�- •-- �r�•--o- ad • • �� " i`"° � I 'd d' x3 ❑ I •• i I % _ r _c. T. .} • 'ti'.i: _: ate-• ^'3 r't, i ,."t'' -y; •. ;i< F ^ <• < G `.gyp .`. `�<:� '�. t �r. "`e: L U`�t:� -< 6 W t , lA� e _ �` k }, 3 - I i` t : vzt n s t nt M ' 1 .a Q e• k• T � ,.., • I >-a lip S U! r3 J { , p o � kl � � I m r. -.:. 8 G — — — 5k- — 1 — — — — — — — — — -- — — —� — %- — — �S + — — — — — — — — J — --x— — — — — — — — °- '•fr ... ..,.. :r.._...... .._., .. .... _..�,....:._..`k._.— —. '-" 3E^ .. ................ ..i. ,.... �• .,._ <,.... ,. � h,«,.' �'- -fir-•. ...— •;••.y€ --- b9�'."'" <. Q "'� � -. � ... o p 61 cc 61 m /x , 6t c� G v r Q a t rn 6k �' /' o`( I °° / /y ��? y tr Siu l SIX3 OLLN I / • o !n /� ` a '' _ j° , . ci /,�• ' f: O j4 6� In /R R a ` /n. _ . r��•�c°) o `_ / !' /,r• a �•t•i a nvd a b P X.3 / ° 1,4 "' !^f a 0' pia .. �° !b /pi" /a° �' ^' °%. s, p L.�i''1"/ -''J yf , X . < i i t L7 i� d'� X e I53'L'3 x�d '�5'L�� S5'2°� �2°i��}' Q z� / 11 HdS`d tb/S zc- 1,8 utv1N sow L SL'L� 1 �— O L! I��r� a- - " �� . ' .. • . � : :-. ©O `l�Id X9 ng3��2i �8 ©1. i�1V; t� Q - .a 'fs ✓:aS� WM- 8 'u r � N I`d�ia2��C.7JY^ t°� =a'1 o7jL ... _ 8. t .. -. __.__ ,_- _•�..,.,_..' ' ---- �-�. -_ -- _ - --. � °�':� --- _ - k 5°� $ I bo X . /rr S �l a ° . —.. _'•'Yj x .� •o � �O o. o• `o C 2 n - M 4i• ° un w � '•1 D i S °i •l 'x 'O 7 I 71 d �J b � .. Z. d t � t M b ° I W � G �� 201-ID-3, � ( Q g I O'O°� N / 1 8 •b O 1 •�O J � O 1 L v •r _ � oo •• .gyp :• '' � •� - .,SL ° .� '�ip'�C°� l':`::' •" :'' - .!u''�� I$'1 '�� -- ... ��0 #r#..+�� '�°.3` �i 06 � Sf NI �I 8Z ©.• `:., � :':•:..: i. b B M 6 J Li c,F L • o S � S?J N 1 ..t G4' ,.,4,•Ci0 .. •r�` :..:::.... /° I b I NI�Io�laaNn ,� �-1 oL • •' g•LO 1.1Nn0� k OS oa �- 6Q I �i 11C1b iit10 O d H Noll�nblslvo7 33S i�4�� - s It � tl 8d.1•L, d H (, ) ss •��5,°.,3 • _ .'..: l °�a� � : �, '2� .: • :'.- .. 1 O b°�� fi :1.65 N *dW 2j31bM 8 6 ,SS oSl ..:. ::. .. ° .:::' ::`.:`' .::' ... v Q • � �� .t � zo � � �� _ k IS �.� � .I�.�� ,. .....:.:.. � .. :. . .:...::.: .: :. ��'�.� 4...:...... '.::: ; :.:: :.::' :::.::.:'. :� >:`' :. ':.:.... . - 0?°-10 :..:;fit d`� . ---Mir tt8 �s o - - :. :. '......' No2f1 3 vo zt � u auan ,� 6 u i slx OT 4 3 O 2id 6S �� -� -� � �- 3�-t - Y °�' t O b - :. .• ..:.. . .. :- :.:.:::::... ::...:::' . ' ..:.. . .':. •:. :..:- ::........._ . _ .:.:::..; . ::. .: :.. . . .:: ...� • an I .. �� .i, ^tea � - . - �•$f`' - •' �� .:. : ;'' :: .. � : :':. :'.:<.:: "::.:-::::::- ;::.::c ':': `.:- �W'�!� •{fib . J.`d"l�S/�O L'1tyHdSd „b /S Zl�H1b�d OS J tt I I Lo) 0 2 I , SOBS' N01103dSNl Nlb"ddziMaNn .. 'L� o� OXOg � x� ua anvil 6 —I- 01 1. —i —% Si ��1'dMS d i CT 70(DH a m IF (0 IR a 0 �Ir E c 0 m RU ID) :'[D . . . ..... Am".�q:.:�n': - "- :� /i).s18 9:�h�.�; ,�i `,''.%: I!:.. _ h,, '<..'.. i "!.J'.•F' ` . 4` :�n'3. . Y /Zil El lj-�[Ez [@[EL( "n[Elm = 7".r;. ,.�?r��'t�. ;S'_.o�':xi�'j•`':,�a� ^�<:._ .� „�r� %,- [MID A m � yo D/ PROJECT NO. 000®40 c L UU UTILITIES VICIMM.? WAP PERMITS INDEX OF SHEETS: SITE DATA ' �. ;•T•+r<TEhIENTOFINTENT: r.A” cl 0c CITY � TM iY/�n/OF MEA[�RVIAj iE3/�(� �` C -9 C® SHEET CLEARWATER FLORIDA 33788 Y JIvJ �AI• RE MM I X91- I�� ®VA� �� ®I�� j �� S I APPLICANT V ENT FRO TORE TO DEVELOP A PORTION OF PARCEL WAS CON SUETY` TI S E � — t�0I1VEi`IIENC;E STORE WITH GASOLINE SALES AND A CAR SASH FACILITY_ SITE (727) 882 -4788 L40NTMAR RD _ CR T5S4 IMPROVEMENTS 1NCLUDEA PAVEDPARKING FACILITY, CONNECTION TO EXISTING WATEM CONTACT M DON MALDNE C -93 SITE �yEMMEM* YQ a ��`)UTILJTY P6/.�AN /�� :_.' NITARYSEIVERANDSIORMWATERNIAN' �G�: 111ENTFACIL1TLESPREV1OUSLYC0NS71tUCT VERIMN FLORIDA. WC SCUTHt S 1�A FLORIDA 'fV��'1lA G —/� �A��[�_ AI�I��1Gp 6I� ®I�AIIVA� PLAN V TH E SHOPPING CENTER TO SERVE PARCEL 3. ALL DRIVEWAY ACCESS WILL 1)E FR0M 1260 E CEVEI" - MAILCODE FLCW 5033 ��AOVA'�E�T DI IC i "Yi �r7 INTERIOR SHOPPING CENTER DRIVES, N0TAD3ACENTPUBLIC ROADWAYS. CLEARIYATER, FLORIDA 33135 EMESTINGZONING: C0NIh1ERCIAL(C CONTACT: �R. 111�CUe� a �W�a�oo= lcA�nC� a— C�' a� DE'rA/�O�LL�S�a ®I�AIC�A SCHEDULE 2. FLORIDA POY,ER CORPOrRATTON �' �� [��j j�� ° C -0 STANDARD DETAILS - 21M PALUETT'0 STREET FLa71IDA DEPPA � 4v�E V T OF /� �gryr�� SITEAR EA: 103,2Q7 SF = 2 37 ACR E 4. CIEARWATM FLEA 33785 �p��`� n��AA {�, �� C-7 ECIFICA 105 (7Zn 882 -3985 6:II�JVIRaiV6� "IEl�7TAL PR®1 a1�CdV BUILDING AREA: CONTACT UR. GARY HAIRE SUNSET PT. RD j, N VI C V E ` T ( � TECTI C -9 ECIFICAMMS em CLEARWATER OAS (MATER PERMIT EX&M. PMCM) CAk WASH EXPRESS 1,984 SF 400 MYRTLE AVENUE NORTH C-0 "ECIFICA110S TOTAL1 UI f> 62 +R CLEARWATER. FLORIDA 33755 � — - i1 �V TO TAL BUILDING AREA 3,162 S (727) 592 -4000 FLORIDA DEPARTMENT OF C -�A L.A�9D E Pl.l�l . PARKING: CONTACT: UTL TOM R0TIfRT9or1 WE a IMWAMMC�0MICMONS ENViRa 'MMENTAL PR ®TECYID A. NUMBER OFSPACES REQUIRED BY CITY —99 LANDSCAPE PLAN 11500 07H STREET NORTH v 5 SPACEfi,000 SF 10 SPACES ST. PE7ER56UR0 FLORIDA 33716 ( v PERM. IT) `727) 79 -MO C-12 IRRIGA11tZ�1' PLAN B. NUh1DER OFSPACES PROVIDED - CONTACT: UR. DON ANTHONY LEGAL ®ESCRIPTI ®�9 C -13 IRRIGATI V PLAN V 10' AVIDETYPICAL SPACES 12 SPAC ES 12' WID E HANDICAP SPACES LEGAL DESCRIPTION BECKETT LAKE PLAZA PARCEL 3 SUBJECT SITE ��ps� [/_�`A TOTAL PARKING SPACES PROVIDED: 13 SPAC ES A TRACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, PSI PHOMMEMIC SITE PLAN FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LAND U S E: COMMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORTH 8950'54" EAST, ALONG THE EAST/ff CENTERLINE OF SAID SECTION 6, SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. 1.'i88), FOR 136424 FEET; THENCE NORTH 00'2242 EAST, ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT -OF -WAY LINE OF COACHMAN ROAD, FOR 772.17 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT T IC F AREA OF INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST: THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE. HAVING A RADIUS OF 25.00 FEET, A CENIRAL ANGLE OF 23'3441 ". AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING OF SOUTH 78'35'21" WEST, FOR 10,22 FEET; THENCE 1. BUILDING AREA 3,162 SF 3.1 9i SOUTH 87'2439" WEST, FOR 49.06 FEET; THENCE NORTH 89'37'18" WEST, FOR 87.89 FEET; THENCE NORTH 5511'36" WEST, FOR 55.70 FEET; THENCE SOUTH 34'48'24' WEST, FOR 126.99 FEET; THENCE NORTH 5511'38' WEST, FOR 114,98 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO OTHER PAVF.II AREAS 32.31; SF 11 THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE. HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 371155', AN ARC 2. TOTAL IMPERVIOUS AREA 35,475 SF 34.4 9 LENGTH OF 16.23 FEET AND A CHORD BEARING NORTH 36'3539' WEST, FOR 15.95 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHEASTERLY RIGHT - OF-WAY LINE OF BELCHER ROAD; THENCE NORTH 34'48'24" EAST, ALONG THE RIGHT -OF -WAY LINE, FOR 552.16 FEET; THENCE SOUTH 58.46'47" EAST. 3. GREEN AREA 67_T32 SF •' ALONG THE SOUTHWESTERLY RIGHT -OF -WAY LINE AT THE INTERSECTION OF BELCHER ROAD AND COACHMAN ROAD, FOR 94.66 FEET TO A POINT ON THE A. TOTAL 103,247 SF 100'0 9° ' WESTERLY RIGHT -OF -WAY LINE OF COACHMAN ROAD; THENCE SOUTH 0022'42" WEST, ALONG SAID RIGHT -OF -WAY LINE. FOR 365.89 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE ORDER OF TAKING AS FILED IN OFFICIAL RECORDS BOOK 8312, PAGE 1478, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 7. OPEN SPACE: LANDSCAPE ARCHITECT SURVEYOR ARCHIT PREPARE® FOR: PREPARED BY: A. WI�H315 '`BUF�PACEREQUIREDATiQ9.Q ECT 1Q,321s B. OPEN S PAC E PRO VIDED AT 65.6 0,16 67,732 S HORTUS OASIS GUY HALE CUHACI tig AL"ERTSOMS, INC. � � ,y,,. BUILDINGSETBACR3: esi n ervice Gf")UP L1µ Jl 0.ei•. FRONT 25 FEE LAND SURVEYING PETERSON. INC., .— REAR 2Q FEE Site Planning • Consulting Engineering- Environment-1'm Peitir' SIDE 10 FEE _ 1428 BERKSHIRE AVENUE 369 MEARS BOULEVARD 1220 ALDEN ROAD 250 PARI(CENTER BLVD. 362A SOUTH GRANT S m- T t� 'MINTER PARR, FLORIDA 32789 OLDSAR, FLORIDA 34677 ORLANDO. F1 32803 P.O. B03t 20 L ®�IGI� "JOOD, Fl..ORIDA2T:.'' �,��:' (407) 622 -4886 (813) 8551 -4714 (407) 228 -4220 BOISE, IDAHO 83726 (407) 331 - 3775,; FAX'. (407) 228 -4219 �� r 20® :398 —x408 FAX. (407) 260 -0478 ° '� :.. ° -' �� " FAX: (407) 022 -4897 FAX: (813) 855 -4976 E —MAIL: 1nfo� —p.com . ( ) E—MAIL:* deaigna�rvice�roup�aaricD�llnk .nod PLAM�,N,, �� Ur VL'LUP�;E:v a E —MAIL: apategaaChatuacaafmcom ZED' !C'1 CONTACT: STEPHEN PATEGAS.ASLA CONTACT: GUY HALE CONTACT: CONTACT: DEBBIE MARKER CONTACT: RONALD HENSON II, PE CITY or �1�0C�o61 W Ame .W Y * LP N A , lsr�� , If -1, 14 U I It.= Sidewalk,/ Anchor Bates With 2 2" x 2" x 4' Stakes Per Bale. ape 1. CLEAN EXISTING STORM INLETS AND CULVERTS Riser 0 7s, Ditch Curb & Cult IMI B :k36*35'3 ONSITE OF ALL DIRT AND OTHER MATERIALS. Apron Ditch 3; e Curb & Gutter -55" - - - - - - - - --- 3701)' C .45.95 a 0 2. SEE SHEET 6 FOR EROSION Cc SEDIMENT CONTROL NOTES. COMPLETED INLET DITCH BOTTOM INLET V. PARTIAL INLET A- &0,0 0 7A PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 11.1 11 (& I �Pz Ir Of (FOOT INDEX #102) 71 Optional Post Positions 20* Principle Post Position 6' Max. (Canted 2U- Toward Flow) ilter Fabric in Conformance with 7Ej -XI Sec. 1385 FOOT Spec.) O n 4� C; in 6.2. a, Zi` S n Z/02 "Z-1 y q IQ;, it Fabric t, <1 .0, A,- rn sin now ELEVATION G II 0 Note: Sill Fence to be paid for under the contract 12' .041, unit price for staked Silt Fence LF (P Ch Ing V" P 0101 L, SECTION Post Options- Wood 2 TYPE III SILT FENE PROTECTION let .1/2" Min. D. TYPE III SILT FENCE Wood 2 x4 AROUND DITCH SCOT TOM INLETS X Oak 1 1/2" x 1 1/2" cr W 61 A <A Steel 1.33 Lbs/Ft. Min. �A + 6, F5 10 SILT FLOW ExIsf. Grate Inlet LL. 0 Grati, 64.72 Y_ box + 14\ 1013 ZT. 111V City of Cl N , ip e4� as Inv. 61.03 N Inv. 61.32 S TA ......... U TYPE III SILT FENCE IL "M rn EXIST. TREES M 0�1 - '1� — UA' CP BE PRESERVED (CLOUDED AREA) NOTE: SPACING FOR TYPE III FENCE TO BE IN I TYPE III SILT FENCE ACCORDANCE WITH CHART 1. SHEET I OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3. AVI CUT & REMOVE W 43 SMALL WK `Exist. Grate Inlet EMST. I SOR00 03 EROSION CONTROL DETAIL Grate . , e .�_20 - I w1w 014 DASHED LINE City of Cle ater (FOOT INDEX #102) P Inv 1. 06 t,4 5.87 tq Inii, 60 95 SE 6, Inv. 98 W r Q_ Exist. Grate Inlet z �q grate 01 ox f 0 ilPe5d'with dirt 13" 0 + City of Clearwater J., rr u• o s \ Inv. 62.45 S (70 BE REMOVED "�k A S H A L r + + 0 1.4 0 091 11 A R K I N G 1k, W L 0 C, 6V.61 10, F , I X 66-92 N., 0, + 66, Y_ 614 ' !40 6"? 61 % :;r )(6528 . 'I. Grate 1 0 1s (a 5.32 0�, 0 in 61.92E a Q' r,, TREE TO BE REMOVED TYP. z 0 61 1 11fi Nw + N5 GRUB AND GRADE TO LIMITS V _N 50f 1 360, W SHOT. + JF 6.7 OV Ni T CO3 5 - -Iii, - z -Existis, R INSTALL SILT BARRIER & MAINTAIN "P, 0 E 68- - 7�4 &q', - , , 1- 11 + SAW CUTbasT. ED EROSION & SEDIMENT CONTROLS EXIST. TREES M 8 14 .61, N. I - OF PAVEMENT THROUGHOUT CONSTRUQ6�9N- BE PRESERVED + (38. . 0 z E) .0 xr 11 (SMALL DARK DASHED U 8 G n .N CLOUDED AREA) z 6 _h �N +6 CAI + F= + 0, �7 > I+ va) co INSTALL SILT FENCE X 0,0 W J> V1 MAINTAIN THROUGHOUT `41 + Cd CONSTRUCTION. Z EXIST. TRIES TO BE R&MVED. TYP. + us ZIA, Lt 61 A rt A - S P H A L P R K I N G f, INSTALL SILT FENCE 0 + + MAINTAIN THROUGHOUT CL 68 19, 6(1? + rCONPUCTION. 061 "0 Oro LO Q) 0 0 6'8u' + 1 % ,.If - LU A \_.j ce co PX. SAW CUT EXIST. EDGE E L 3 0 0 E P 0 OF PAVEMENT (SMALL -4 -0 z DARK DASHED LINE) TBM #2 > :5 1 : t�sj, CO S'IR/CAP Z j2 Ln 6('y 11 N 0 6(1S, 616, -9 ELEV. 68.40' C3 12" EXIST. TREES 70 + C U_ 111 EAST. TREES TO 0 7" Ci cc C: + > 10 (CLOUDED AREA (CLOUDED AREA) 00 61 aJ BE PRESERVED E) S TO BE RhIOVED, 1-1P. BE PRESERVED + + 01200 Exist. G Oifllt Grate 4iol + +o` <b C,4 z ii Inv. 63. 6 IT 11 7"10"18" e 0 10 ,TO - I/ Z I + 0 u_ z u 5Ln. L C10 Ln 0 1 15" - - - CLUSTE + ;U CLUSTE it, I e IN - _11- . CIEXIST. 30" DIP WATER MA 10"(Q CLUSTE Z=xx 7 > > Iss 101, C9 W + (Doc .01 c _6091 4-- --(REMOVE), . ___ . - *% 0 Z o VERIZON BT Z -V -EYISTING I()' tjTf(fTY FA! PiFtiT _33r 42\ >6 (56, C: -7r O�r YALK FSM'T777— + 0 EXISIL 0 A I C== 1 1 61Q PER OR 11023. Pli 3: S Existing anitary MHJ 015, EXIST. 5' CONC. SIDEWAU�:� >01(? 0_!22:W7_ 0 2b�Eo -0 ENGI 0 _S?t < Rim 66.71 2 L. "�'---EXFSTI—NG-dL-EARW—ATEff-G-AS —UNE— — -9 Inv. 61.64 NW NO Ir WAIM LIAIN - - - - - - &a_ 'P /])PR�FT- CHE13K 7,% e Ally CUT REMOVE EXIST. CONC. ".1 A�a &.77803q 21"'W + COACHMAN _�flu'^AD 60 R W + + RMH + SIDEVIALK_LSM.ALL DARK DASH LINE) r-Existing Zanitary 61 _>0 A ',NO,"' 3 Rim 6 7,?9 7 _0JMT — — — — — — -- 11 dI 8G Inv. 60.95 E. tv 4 'C -:0. 22 DATE 0 > in 0 L :10._2W_ SEPT., 2000 _>0 0 0 z .7 z ____A_> -Milo MHO M"0_ PY r- > FU LE z _.)a 30' V 0 0 r1p 6 1-01, 1 OCR _C-21 1 I LOT V-7 in 5 77-71- 773 L01, I BL LOT 8 > 171 7— 7 T ii rf a = R GNto Iq IN ti�C3QD to NI to 100 0 V__A Z11 'IN 16 VATM OrLmeL LE M3 CW3TARY SYLPML LEM3 SYMBOLS LEGEND \ "- t`` \ - \\ WATER LINE BAN SEM LINE 17EN NO DESCRIPTION `� \ �' w d' \ FIRE HYDRMT ASSIMMY DOUTILE SERVICE LATERAL P.O.C. = Point of Commencement P.O.B. = Point of Beginning j00 Stioipi Sign (RI-l')- 30' -00", High Intens"ity (D) = Data per Desrilpion BLOWDIFF SINGLE SERVICE LA7ERAIL VALVE AND C I VALVE BOX SANITMY MWHCLE = Measured Data 3602 Stop` Sign (id-i), Ji4" x 24", High Iniefisity* "IN .n B 431r5#39' C) = Calculated Data REDUCER CLEANOUT 3003 Do Not Enter Sig 5_4 High Intensity Sign SEWER MAIN IN CONE ENCASMMT PG (s) = Page (s) MJDLE WATER SERVICE W/ MEMRS O.R. = Official Record Book ndicap' Sigii acid Post', S�e Di etifiil 3010 Ha 50 46.9 SINGLE SERVICE W/ MZTM LFT STATM P.B. =Plat Book 3011 Handicap Syni bol, See Detail R = Radius FORCE MAIN jicip Siail.96ipi"g, See Det' -23 A = Delta Angle 3012 Han i Ill e ail --,00 R 2,�Yxq EP = Edge of Pavement B See Detail 3020 24" Whit' Siop f R/W = Right-of-way SMH = Storm Sewer Manhole 3021 24" Therhio White Stop Bari, See Detail M.E,S. Mitered End Section i:e Traffic A. . 30.22 On -W, -8 t a le Arrow, Dekai I T.O.B. Top of Bank T.O.S. = Toe of Slope 3023 4" White Striping * WM = Wo 30jA 6" hite' Stfipifig ;�, \\ \ \.,. \\ r; L/P = Light Pole ter Meter F.I.R. = Found Iron Rod & Cap 3025 4" Yello`vgtriIiiitig A, F.P.P. = Found Pinched Pipe " ,* Striping, F.O.P. = Found Open Pipe & Cap 3026 6 YeIlow 45"Cicisi-Stripliig @ 5 0*.c., Color: YelloW P.C.P. Permanent Control Point 3027 4" Outline w/4" r F.C.M. Found Concrete Monument 3028 6' Wide Crosswalk Striping, See Detail S.I•R. Set Iron & Cap 1/2"L.S.fl4626 LB Corporate Certificate Number 3030 Curbe'd Raim' P*, 12.11 Alai, See DkA. P.L.S. Professional Land Surveyor \\ �12 N". C11 IN ��p Vla&bd R * 1 12: 1 Slope, Se, e 3031 4.5f- anp e Detail C.S. Concrete Slab am Siop ce Handicap cceiqsRaiiip, 12:.1 M Dk CO NC. Concrete 3032 ail -ep L } / X` Concrete mps stet NAT:ilt clos o a�� ( `° \\ \\ ss�s�q `� S/W Sidewalk ad �Vit� Fli N.. 3046 Coii*. tebui i P. 6' gonry Screen Ir Centerline (3 sides) F_xte'; or Fli Banding; See Dbtv D/W Driveway ri fibli acid Color to Nfatch B WV = Water Valve 304i 4 Pipe EWIArid; See Detail \ \ A E : \ ` SSMH = Sanitary Sewer Manhole GV = Cate Valve Pipe Bollard, Se Detail- j04,2* 6* • P e e iail 3043 6' Concrete Wh* el Stop* See De 'N, OHW = Overhead Wires .1 FHA -Fire Hydrant Assembly 50 Limits orO1*'e* Bead Gii.s Calid py, See Aichiieidurial Plaii's *40 30 CNI 3051 Fuiel 191at'id, with Pipe buinliers, See Architectural Plans 3055 Unde r und Gas Tanks, e rch ur ans r e A: itect al P1 0 _ �\ \ \ �i' \ `�":-, "' \ h° N. 3 0 5*6" Air/Vacuhni keel, See Atch it eietui ral Plans 3057 Pntiteiiniat.k Zip Tube, SeeArcl ttectli ial' Plan si Raii 'oil 426iiereite Pad, See Aichiteidu r*al Plans 70. Iro 7 N 3058 'BicyAc Y_ W 9 e' i Service ' rt ti b i u g__ 3Q 1/2" PO'ly..VV Iiio�e.tu bing: ter.. N, A - 0 30*80 2" 1�0*1' G, n, I e rs ,Jdd HUMERI III 1111111111111 BIRKWIM, a H88388a8I8R 8 co co CO C3 CV 00 to CQ A z 11:9 C, 0 _j 3057 ' t9 0 CL N1, 0 4' 4 3003 9 — '. A S H A L r A R K I N G (R to N, I T 3051> UJ I _12" > 3021 1% N55-77 36"W 56.70 3050: --1 U -k n,; 1", LLJ O 0 3 w r` I `� fd : ' a 3023 3042 � \ \ 8z, S�� d 3057 ��: •; 3056 � > ` *�\ `"' \ ''' O l w vg' X301) �p `�` 14 JUDD Lli 3051 '; ry ¢`� " ,3 d 1 �:•< 19\ ° \ \ \ 1 1 {— w co VARIES 6 d 0 U) 'J11.4'MIN.) A A 3 03 =or N N I r- V4:\ 300 A INSTALL 2wPOl1Y SERVICE W 1- /20 POTAMI z D 3084 01 :TER, METER BOX & 1-1/20 REDUCED PRESSUI 0) GASOLINE TANKER BACKFILOW PREVENTER. ALSO INSTALL A I" T71-> 'Ile A TRUCK ROUTE TYP. IN, D A 2 IRRIGATION METER. METER BOX & I C) PRESSURE VACUUM BREAKER, SCREEN 3002 ):2 m _E LU C14 BOTH FP ASSEABLIES w/ UNDSCAPIN :I a P A R C E L ID 93 Iro C) 302 > 3003 0 C I /. LLI X Q-1D nY < C (D U_ LL, 0 9 T1_8'R 10 0 If 00 Lq rD "00009 y C-4 LN z < (D OWN X 0 7- 3027 OPEN CUT & REPAIR EXISTING U ASPHALT AS REQUIRED TO 12 0 CONNECT TO EXIST. MANHOLE. co /EXIST. 30* DIP WATER MAIN 10, CLUSTER /< I 1 17"' its 25' BUILDING SETBACK F, 0 Al . . .... VE) ��i XIST. VERIZON BT Z --EXISTING 10' U11UTY EASEMEN'T 91- G VARIES .8 MIN.) a, 32 PER On? 7 9 -11 18, 0 rU 50 ti -2 1-40 3 3 MF-W C_ SA, Existing Sanitary MH1 Rim = 66.71 EXISTING CLEARWATER GAS LINE Inv. = 61.64 NW 303 U -- — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — Him" OPEN CUT & REPAIR 60iT ��%�T AS DES DRAM CHECK B :S78035#21"" COACHMAN ROAD 60 RIW RMH --DSG REQUIRED TO TAP EXIST. WATER MAIN F.xisting SunitaryMH ....... R 67.07' -Pk6 T NO.''' c T TAP -' WATER MAIN 00048G VALVE & VALVE BOX (TAP BY CITY). INSTALL FIRE Inv. 60.95 E. C :10.22 HYDRANT ASSEMBLY _(8' BACK O-E-=B, _T_ 0 0_7 0 > SER' 0 (n o7 SEPT., 2000 L :10. 29' _U z - - M O"U n C-) I CITY OF C1 AF : Ala MHO 1A"D MW *NA o 30' )A Z 0 mw MHO Jim M ....... in'r a L 0, T 0 N Ti 0•i LO LOT I C-3 7- LoT 2" T_ LOT I BLO T3 Al `\ 71 SYMBOLS LEGEND 0. 5001 Ty'6 "F" Curb afid Gutte'�, See Detail 5010 Curb iit Side W** alk, See Detidl 5030 Transition Cttirb to Flushi witti E'Xisd6g Cu'irb Over 3 Feet. Und'ergrou "'d Gas Tanks, See Arc itectiaral Plati to sr ddd V 9 PAVEMENT SECTIONS p LEGEND TYPE 12" SUBGRADE COMPACTED X 1511-11 6" - 3,000 PSI CONCRETE '0 . . CONCRE' TO 98% MODIFIED PROCTOR PAVEMENT 3- - - SLUMP MAXIMUM DENSITY PER /4; 10 REINr. wl D5 x D5 13 x 13 WWF 0\ 8" LIMEROCK BASE 12" STABILIZED SUBGRADE ASPHALT 2" TYPE S-I ASPHALTIC N Q COMPACTED TO 98% MODIFIED COMPACTED TO 98% MODIFIED Exist' Gmte Inlet PROCTOR MAX DENSITY PER PROCTOR MAX DENSITY PER 15* PAVEMENT MARSHALL STA131LITY 1500 LBS. x .3 th dirt to of Clearwater q m 61.03 N 1`10 LO Inv. 61.32 5 CIO CY END WALL fh w STORM SEWER LINE Ld 20 N 1274 STORM MANHOLE r4 0 OPEN CUT & REPAIR OUTFALL STRUCTURE ly EXIST. ASPHALT AS REQUIRED DIVERSION STRUCTURE w INSTALL PNEUMA INLET z tr CV 4.1,t omte, Inlet 4 MITERED END SECTION rvefliew%it .81-1, 06 I? CONCRETE SPILLWAY z GUA15 SE A% CURB INLETS _j 6,1t ig 505 lily, Val 1'3 92, C1I Cp fqc 61 04 PROPOSED SPOT ELEVATION .1 _(� I Mr. 11 GpAe 65.3y", 01.92 tv -01 OPEN CUT & REPAIR EXIST. ASPHALT AS REQUIRt TO INSTALL 15"RCP. X 8.40 Cl 04 LU La 19 Q 61 SIR/CAP ELEV. 68.40' JA Wt Met r Exist. Grati-2.7't + + + 0 Grate 0? Cl u 00 TH "1 110 z 101+) CLUSTER ==== EXIST VERIZON BT vl� au COACHMAN +ROAD 60 R + + + + + Xw NINN 5- 7!2 PLAN 00048G ---I- N9011 _U 01 C17 C-4 IS EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR, 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, 7. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND /OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY, SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. B. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. iHFRM01oi11TE T - ' N CROSSWALK NTS ,$� e OC. OF TRAFFIC LANE k " } ' ` EAST P EX/SANC PROJECT G1240VOAN ROAD PLANTER AISMNO, VARIES s'cLwG DE L7EAYAL W / INV EL S' RED 30' VARIES IY ASPHALT GRASS S� CON PAVEMENT 4c LANDSCAPE_S/Y WEE F ZZ1 1 I EL PROJECT SITE P j EX/SANc 0- 118aiOV0? A19AC 6' 18.3' 40' 1&4! .nsnrvc S PLANTER N 62.77 10" ") SC /W PAVEMENT wlD�%A+'t DE TYPE A TOP EL INV EL 2X 22, CURB A .r R 68.40 INV. 64.50 (6 ") A -B 28LF -6 "PVC SANITARY CLEANOUT E.Y/ST GR•40E LATERAL 0 1.00% d 'TYPE u L ---j E LANDSCAPE TIMBER PROP. PAVLM'T, SEE RETAINING WALL. PAVEMENT SCHEDULE STRIP & REMOVE ALL SURFACE PROP. PAVM'T, SEE ORGANICS. FILL a COMPACT TO PAVEMENT SCHEDULE SECTION A- A 953% MAX. DENSITY PER AASHTO NTS T- -180 IN MAX. 12' LIFTS PROJECT SITE EX/SANC 6" L17ALYif/AN 41.1' 24' -GAS ISLAND PAD 12' 38' 8' 12' 20' VARIES .T PAVEMENTJ CONCRETE PAVEMENT I ASPHALT PAVEMENT ONC. PLANTER ASPHALT GLASS SOD IPAVEMENT LANDSCAP TYPE F CURB U 30'00" HIGH INTENSITY STOP SIGH (R1 -1) PER MUTCD. STOP SIGN NTS RED SLOPE GAS ISLAND � AT SI EIVAI PAD INWARD TO `SEE DETAIL) FLOW DRAM *-ft� L _ PROP. PAW T, SEE --- PAVEMENT SCHEDULE SECTION B -B NTS SOUTH PA Yf,t1RMM Mi�•f1itrl lsAaI1IE,t - -- .t� # iiiil�e lie, • • - '�' '�€ wA' .� ,.. '•'Ix>,S( x +fix Am* sma ter■ . w. � : ;i,ai"s�i# ` .. �i��, �� e ; . � I I I ate' ct V%. Exlat. 8 "PVC Roof Drain -�� IExIsL 10"PVC Roof Drain 1 z 1 I z J V) 1 N _�- 3 IExlaL 8 "PVC Roof Droln- jj I� I � bo I to 0 WHITE REPLECTiVE TRAFFIC PAINT: CHLORINATED RUBBER ALKYD, FS TT-P -115, TYPE III TRAFFIC ARROW VARIES MATCH EXIST. GRADE Jii 1 +2X 111 -� FINISH A EL 68.5 CURB CURB E.F7ST. t;R.40E EXIST. CRAOE • STRIP 6't REMOVE ALL SURFACE \ el ORGANICS FILL dt COMPACT TO `PROP. PAVAM'T, SEE a 05% MAX DENSITY PER AASHTO PAVEMENT SCHEDULE T -180 IN MAX. 12" LIFTS EXIST. P.4l- EtlENT PROP. PAVM T, SEE PAVEMT SCHEDULE SECTION C- C NTS ALUMINUM HANDICAP PARKING SIGN "c By (SEE SIGN DETAIL BELOW). BOLT TO iAMED STEEL TUBE WITH 112" CADMIULI x11r PLATED BOLTS, NUTS AND WASHERS •2 "x2 "x0,186" STEEL TUBE EXTENDED INTO CONCRETE FILLED PIPE 2' -0 ". PROVIDE WELDED WATERTIGHT CAP. 8" DIA. STEEL PIPE FILLED WITH CONCRETE. PROVIDE DOMED CEMENT WASH CAP. PAINT PIPE (2) COATS TRAFFIC YELLOW. F PAVING I I 77 I' tp 1' -6" DIA CONCRETE BASE Lir� NOTE: N YMiERE SIGN IS LOCATED IN PLANTER AREA, USE 2'x2' TUBE STEEL FULL ' " LENGTH AND SET IN CONCRETE 3' -0" 1-6 MINIMUM BELOW GRADE. ft'r DETAIL SOUTH SANITARY STRUCTURE N 62.77 10" ") SCHEDULE G= GRATE, R= RIM, A= APRON, S= SLOT. W= WEIR, T= 40. TYPE TOP EL INV EL PIPE SIZE A SANITARY R 68.40 INV. 64.50 (6 ") A -B 28LF -6 "PVC SANITARY CLEANOUT LO u i" U LATERAL 0 1.00% d Exist. Grate Inlet N0. iI TOP EL INV EL Grate 62.98 PIPE SIZE _ _ B SANITARY R 68.25 INV. 64.22 (6 ") B -C 18LF -6 "PVC SANITARY Q c N Q CLEANOUT I nvert 58.45E LATERAL 0 1.00% WITH 6 LATERAL ® 0.80% MIN. 2 H w Z EX /ST. P•4G£d/ENT PROP. PAWT, SEE 1 HEAVY DUTY FLOOR DRAIN G 66.75 INV 63.55 (6 ") 1 -2 22LF - 6 "PVC 0 0.59% PAVEMENT SCHEDULE C OIL/WATER R 68.25 SE 64.04 (6 ") NW 63.79 ") C -D 3LF -6 "PVC SANITARY LATERAL 0 1.337. SEE ARCH R 66.85 SECTION D- D SEPARATOR rn � � u- w (6 r _ PLANS FOR DETAIL. + s/ ° NITS NOTE: 27 D SANITARY CLEANOUT R 68,20 INV. 63.75 (6") D -MAIN BLF -6 "PVC SANITARY LATERAL d d d 9191 TRAFFIC BEARING) INV 62.54 10" ) 0 1.00% p� RI 11111111 E SANITARY CLEANOUT R 68,27 INV. 63.80 (6 ") E -MAIN 53LF -6 "PVC SANITARY -PNEUMATIC TU 3E �9 6 12 LATERAL Q 1.00% ACCESSIBILTY: A) IN ACORDANCE WITH THE INV 62.45 (6'), 12 -13 31LF - 12-PVC 0 0.65% Lli R 66.15 QQ � n F SANITARY CLEANOUT R 67.25 INV. 63.67 (6 ") F -G 98LF -6 "PVC SANITARY CONSTRUCTION, 4,1.3 SECTION (1), DATED OCT. 1996, AT LEAST ONE ACCESSIBLE WITH INV 62.45 (12 WITH 6 LATERAL 0 0.807. MIN. � LATERAL 0 0.91 %. INSTALL TRAFFIC I�gg 4 3 SHALL CONNECT CC SSIBL BUILLDI GY OR Exist. Grate Inlet RESTRIP PARKING STALLS sy�s BEARING CLEANOUT 0 49' O.C. G PROPOSED R 68.65 NW 62.78 (6 ") G -H 168LF -6 "PVC SANITARY 13 OR FACILITY. DOORS ACCESSING THE SANITARY NE 62.25 S 62.68 (6 ") MAIN 0 1.00% BUILDING MUST BE DEPICTED ON SITE PLAN_ MANHOLE R 64.80 O, Q RAMP DETAILS WITH SLOPE INFORMATION Invert 58.63 W CONC. APRON •�1Q Mc H EXISTING R 66.71 EX E 60.62 (8" ) CORE BORE & CONNECT TO EXIST. SANITARY Q N � EX NW MANHOLE PR N 6100 (6" ® INV 61.94A &HREGROUT FDLOWLINE M • STRIP 6't REMOVE ALL SURFACE \ el ORGANICS FILL dt COMPACT TO `PROP. PAVAM'T, SEE a 05% MAX DENSITY PER AASHTO PAVEMENT SCHEDULE T -180 IN MAX. 12" LIFTS EXIST. P.4l- EtlENT PROP. PAVM T, SEE PAVEMT SCHEDULE SECTION C- C NTS ALUMINUM HANDICAP PARKING SIGN "c By (SEE SIGN DETAIL BELOW). BOLT TO iAMED STEEL TUBE WITH 112" CADMIULI x11r PLATED BOLTS, NUTS AND WASHERS •2 "x2 "x0,186" STEEL TUBE EXTENDED INTO CONCRETE FILLED PIPE 2' -0 ". PROVIDE WELDED WATERTIGHT CAP. 8" DIA. STEEL PIPE FILLED WITH CONCRETE. PROVIDE DOMED CEMENT WASH CAP. PAINT PIPE (2) COATS TRAFFIC YELLOW. F PAVING I I 77 I' tp 1' -6" DIA CONCRETE BASE Lir� NOTE: N YMiERE SIGN IS LOCATED IN PLANTER AREA, USE 2'x2' TUBE STEEL FULL ' " LENGTH AND SET IN CONCRETE 3' -0" 1-6 MINIMUM BELOW GRADE. ft'r DETAIL SOUTH ABBREVIATIONS LEGEND: R 66.75 N 62.77 10" ") P G= GRATE, R= RIM, A= APRON, S= SLOT. W= WEIR, T= TOP, INV= INVERT, STR= VARIES VARIES ARIES STRUCTURE, RCP= REINFORCED CONCRETE PIPE. ERCP= CORRUGATED METAL PIPE. ALCMP= ALUMINUM CMP ELLIPTICAL RCP, CMP= DRAINAGE STRUCTURE SCHEDULE M� � : .88.25 31 - f% I .2- LO u i" U Exist. Grate Inlet N0. TYPE TOP EL INV EL Grate 62.98 PIPE SIZE _ _ TRAFFIC BEARING Invert 60.94 SW OPEN CUT & REPAIR Q c N Q I nvert 58.45E WITH 6 LATERAL ® 0.80% MIN. 2 H w Z EX /ST. P•4G£d/ENT PROP. PAWT, SEE 1 HEAVY DUTY FLOOR DRAIN G 66.75 INV 63.55 (6 ") 1 -2 22LF - 6 "PVC 0 0.59% PAVEMENT SCHEDULE sARSO N �t- TRAFFIC BEARING R 66.85 SECTION D- D CONNECT TO CANOPY DOWN SPOUT WITH 6 "PVC LATERAL 0 0.807. MIN. rn � � u- w r _ + s/ ° NITS NOTE: 27 C STORM STORM T R 66.90 INV 63.42 (6 ") 2 -4 28LF - 6-PVC ® 0.50% PAINT: CHLORINATED RUBBER ALKYD FS TT -P -115, TYPE III, FACTORY MIXED, QUICK- DRYING, NONBLEEDING COLOR: WiITE - -6'R. Tv 5• 2' 4' ff N I 'o J 67' off. T i` N �Z 3 18" HANDICAP SYMBOL If-K O � ;c 2imp WR m C 12' - FTP -vs 1 "R FDOT INDEX 17;35 Fi, )• i 7 A �g PARKING BY DISABLED PERMIT ONLY HANDICAP PARKING SIGN SPACE (F7P -25) -1- YMEEL STOP 3 1 FLOOR DRAIN I G 66.75 I INV 63.50 (6 ") 1 3 -4 22LF - 6-PVC 0 1.0% 4 I C ST I R 66.90 I INV 63.28 (8 ") 1 4 -7 28LF - 8 "PVC 0 1.00% 5 1 FLOOR DRAIN I G 66.75 1 INV 63.10 (6 ") 1 5 -7 22LF - 6 "PVC 0 1.09% 6 HEAVY DUTY FLOOR DRAIN R 66.75 INV 63.10 (6 ") 6 -7 20LF -6 "PVC @ 1.207. STORM INV 63.00 (6- 7 CLEANOUT G 66.90 INV 63.00 ((8 7 -8 2LF - 10-PVC 0 1.15% [TRAFFIC BEARINGI INV 63.00 (10 ) ~aaca coo o N co Mw�q � rq W aa� I o _j 11:� J °w P q _ �d O U) LEI a � z Q C3 J 04 LLJ '- O e �' U ® N U) V '6 r_ �.. l c 8 OlL /WATER SEPERATOR R 66.75 N 62.77 10" ") 8 -12 7LF - 10 "PVC 0 1.0% `EOP S 62.52 (10 6" BLUE STRIPING E D LO u i" U Exist. Grate Inlet 9 CLEANOUT R 66.85 B" VMITE STRIPE Grate 62.98 a E H C-4 TRAFFIC BEARING Invert 60.94 SW OPEN CUT & REPAIR Q c N Q I nvert 58.45E WITH 6 LATERAL ® 0.80% MIN. 2 H w Z 10 Invert 58.32 W EXIST. ASPHALT AS REQUIRED 10 2. 50:1 TO INSTALL PNEUMATIC TUBE sARSO N �t- TRAFFIC BEARING R 66.85 �� CONNECT TO CANOPY DOWN SPOUT WITH 6 "PVC LATERAL 0 0.807. MIN. rn � � u- w r _ + s/ ° •=• NOTE: s s s S�q do INV 62.54 (8 ") 11 -12 18LF - 10 0 0.50% PARKING STALLS SHALL BE MARKED VMH CHITE v TRAFFIC BEARING) INV 62.54 10" ) & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE US 'o 0 N ` Q SECTION 4.8.1. -PNEUMATIC TU 3E �9 6 12 STORM ACCESSIBILTY: A) IN ACORDANCE WITH THE INV 62.45 (6'), 12 -13 31LF - 12-PVC 0 0.65% Lli R 66.15 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONNECT TO CANOPY DOWN SPOUT "PVC U 0 ss 99 Z TRAFFIC BEARING CONSTRUCTION, 4,1.3 SECTION (1), DATED OCT. 1996, AT LEAST ONE ACCESSIBLE WITH INV 62.45 (12 WITH 6 LATERAL 0 0.807. MIN. � :3 4 3 SHALL CONNECT CC SSIBL BUILLDI GY OR Exist. Grate Inlet RESTRIP PARKING STALLS sy�s J m FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING Grate 63.18 TO MATCH EXISTING STRIPING. + U 13 OR FACILITY. DOORS ACCESSING THE Invert 60.01 SW NE 62.25 66, 1- 4 r, BUILDING MUST BE DEPICTED ON SITE PLAN_ Invert 59.18E R 64.80 O, Q RAMP DETAILS WITH SLOPE INFORMATION Invert 58.63 W CONC. APRON NEW INLET. SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND Q N � RAMPS ON SITE SHALL MEET CHAPTER 14 STORM G 68.35 INV 65.00 8' 316.1955 OF THE FLORIDA STATUES AND ^ - CLEANOUT SECTION 4.1.3 OF THE FLORIDA ACCESSIBIUTY CONNECT TO ROOF DRAIN. INSTALL CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SLOPES TRAFFIC BEARING C.O. AT 45' O.C. 'i'; tt fl ENGINI 15 PARKING SPACES AND AISLE SHALL NOT EXCEED N 63.10 (8 ") INLET WITH 50:1 CROSS - SLOPE. SW 62.52 (15 ") 15 -16 129LF - 15 "RCP 0 0.35 %_ HANDICAP DETAIL 3 1 FLOOR DRAIN I G 66.75 I INV 63.50 (6 ") 1 3 -4 22LF - 6-PVC 0 1.0% 4 I C ST I R 66.90 I INV 63.28 (8 ") 1 4 -7 28LF - 8 "PVC 0 1.00% 5 1 FLOOR DRAIN I G 66.75 1 INV 63.10 (6 ") 1 5 -7 22LF - 6 "PVC 0 1.09% 6 HEAVY DUTY FLOOR DRAIN R 66.75 INV 63.10 (6 ") 6 -7 20LF -6 "PVC @ 1.207. STORM INV 63.00 (6- 7 CLEANOUT G 66.90 INV 63.00 ((8 7 -8 2LF - 10-PVC 0 1.15% [TRAFFIC BEARINGI INV 63.00 (10 ) ~aaca coo o N co Mw�q � rq W aa� I o _j 11:� J °w P q _ �d O U) LEI a � z Q C3 J 04 LLJ '- O e �' U ® N U) V '6 r_ �.. l c 8 OlL /WATER SEPERATOR R 66.75 N 62.77 10" ") 8 -12 7LF - 10 "PVC 0 1.0% a S 62.52 (10 E D LO u i" U 9 CLEANOUT R 66.85 INV 62.96 (6 ") 9 -10 28LF - 6 "PVC 0 1.0% a E H C-4 TRAFFIC BEARING CONNECT TO CANOPY DOWN SPOUT "PVC Q c N Q WITH 6 LATERAL ® 0.80% MIN. 2 H w Z STORM 10 CLEANOUT INV 62.68 6" 10 -11 28LF - 8 "PVC 0 0.50% _ Q Q TRAFFIC BEARING R 66.85 INV 62.68 �8 "; CONNECT TO CANOPY DOWN SPOUT WITH 6 "PVC LATERAL 0 0.807. MIN. rn � � u- w STORM INV 62.54 (6 ") "PVC 11 CLEANOUT R 66.85 INV 62.54 (8 ") 11 -12 18LF - 10 0 0.50% of O TRAFFIC BEARING) INV 62.54 10" ) CONNECT TO CANOPY DOWN SPOUT WITH 6 "PVC LATERAL 0 0.80% MIN. US 'o 0 N Q, �� N (� o Z 12 STORM INV 62.45 (6'), 12 -13 31LF - 12-PVC 0 0.65% CLEANOUT R 66.15 INV 62.45 (10) ") CONNECT TO CANOPY DOWN SPOUT "PVC U 0 TRAFFIC BEARING INV 62.45 (12 WITH 6 LATERAL 0 0.807. MIN. � J m 13 TYPE C NE 62.25 SAW CUT & REMOVE t42LF EXIST. 1- 4 r, INLET WITH R 64.80 S12' t .�) EX. 62.00 15 15-RCP AS REQUIRED TO INSTALL CONC. APRON NEW INLET. 4� Q N � 14 STORM G 68.35 INV 65.00 8' 14 -15 86LF - 8 "PVC 0 2.21% ^ - CLEANOUT CONNECT TO ROOF DRAIN. INSTALL TRAFFIC BEARING C.O. AT 45' O.C. 'i'; tt fl ENGINI 15 TYPE C N 63.10 (8 ") INLET WITH G 65.90 SW 62.52 (15 ") 15 -16 129LF - 15 "RCP 0 0.35 %_ CONC. APRON' j';; : JV ;5 ai)Oi NE 62.07 (15 ") DESI DRAFT CHECK 16 EXISTING G 65.32 EX E 61.92 15" CORE BORE EXISTING INLET & :' RMH ;' , i' DSG INLET EX S 61.8215" EX NW 61.19(24) REGROUT FLOW LINE. PL�,I \� Iv�IVt FReJECTL01TJiNa00046G 17 TYPE C INLET WITH G 65.70 SW 63.00 (15 ") 17 -18 102LF - 15-RCP 0 FY!hkC Q�TE i y1,/XSEPT., 2000 CONC. APRON SCALE 1" = 30' 18 MITERED END INV 61,65 (15 ") SHE SECTION C-5 IN. /SIZ vs Ile � � i 1 � ��.�r��'? : \ \ \� \ \ \>. \. �c �, o/k, ate` to }` N 1 i p cf 15 M O i ^ . •fir � °� \ \ 1� � Q � �te,� t I t :£� � , / # � j �`.f� ^�,#. r' '��, � r { n I f ' { � '4>� `�� to - �^ �� \\ '�,,�, .. " \ V ,w �`\. \ Y` ~ � � • IQD co \ % �, ^ a (: I r, �T w1 jr( d�` °'-.•.. `*\g` i i,' M `;\ \� \\ �\ \ w �; Q;W O ~ !' 12 , Jam" •- ✓„�,.. /'- `'�^v.�r� lX ; n''�.,� � \ \. \ '�I '1. -� /r �� I ( I � � ♦Its£ `�T'r p•� ° ``' � \\ '"S. h\ \ V4 \ " t S o£. <S rc `� 6' • Y�t� �. +k �t erg\ \\ ` \_A \,�O %;'� \ \ V t j AI \ t l r ffi Nom. • r} \\ \ ( \ tom. 1 `fie •• \ � \,yCS \ \\ \\ \ ;` f.`,. ., Z \G�9s s� F - �,o+M \.'ht.t� •/. }s :i ��' 4r.J `•"• °' f � a_ � 1• s�iS'' \ \. t .t .� ? In••1 1 r j ```' "�� }` .,- .••^-•,•,I,}' ° j ` a r �'4i�r f&' 4 w m ,( \ /OF \ � �.'f' ` � w ` `` \ �^, • `y> I 1 , 7 1 % ! I. C• �. \ - M �'f �\ �} \\ }.' S� f �•. \\ LL \ \ \ ¢ J\\ f fr Ii r- n l` /j C e,) a 'j (•�`j + ti r #� �\ \\\ \'� ^ . LI/ f %W \, \ \\ U) �oil I �r..•.� Ln i _�, f/� A .c'• 1 1 I •� /r• I f �. �I .ti•v �6" \ .'\ a , , .f �41 ' � 7 +t t e °}r,`'� e 1 31 3 � � ` r � � 1 "�'""�� ` �r � r \ \ ?' „SCy+; � ?• \\'' I F, 7 rn ;R \ ! n \ / \ h a� m w Z f ll } _. !� ` ! �. __ ,' TB M #2 \ >;# E c 7 I-A - �_3 f r` k' SIR /CAP \ o v� ¢ 7'� `pr.:•.�...,r..:._ ....��...,_�,_._._�,.. / J � � { , ELEV. 68,40' ,�., .� - - -- - -- - � � _ : , � j" � ' �- 0 aD o i � # � l"�" l I'�`'w� 4 �r7 / � � �.... .. /I. 1 (r �. ; , 1 v �� •� � ,,4 _ _ .\ \�'d"`s � �� E5" 1''!`'y � / � • T'� _ �• � O i :: I ^^^t ..H " 1 m �.,�`' .,,w^ >• I' /.- �` t - ri •t(' 1 I r •, .•. `' �' r4 i,}- Y^ ` )in O �r I� � ' Q•3rr '"^•,,, � / Iis 1 `/ / �•-� N (J o i _ fY,' N..+•• \,';+' �-�rJ ,`I�'kr•.•rr `` ° �, .::..' It .._•..r ..,.. «..w6,^ ., ....,.,._.._........,.,......._ ...!"T�a> r'`^ `'•.la.'a'.i' €3 Ts'f: th #z:• F?': .��'° ! : �� • O co rTIN r \ ��' f _ r, spa ,• ? con O c+� C.) IL Z � 11� I -. f •�,,••"• ^'y 't`� 4 /1n .. ...... �7 • .. t, �� #`.� ,.5s .• �',r- �M•'` r 1t r �` � r � �r�' • � .\ � i N O .. AA :e;Y'' r •t :.1...::tP ......i:......'`' ... t.....4............ °C`r..a,, / '• „� y J, { N , .� \< (,{ N ,a, pja, . .. . '� • - - _ r.6 i f� �f�,�., ..... ._.,...1.....�r.,.. �.n,` _.„...M,..„ „•,�,,..w....,........... .,.. #r° 1 x f L ,`>� a,r� \ , ,, _ % / / f � / \ � C =fev�� = i -�7-� � -tee. �. � P —�N r'� ' �...'•��' � — a. • —. � � EXIST. X�NG � b CRETE SI 5' CON' S1W_ ALK _ (�77(b� \ a ENGINEER x ' X# TfPdC3 D- 'WEa'M�'r,# j! COACHMAN ROAD � , _ , � � STEP14EN 0. PATWAS AS � _ � _ .DESIGN DRAF/�T CHECK / lor.clscap• ArcLU•rrr St Itrp Y, '9'1 J� J RMH! `' / I,DSG l _ �— ,J Nb: — — D — — — — �� _ _ - I't5!,irt? ;� PRO ECT 00048L2 n o cn o F� �3? , ozo z ? I . o tam DATA C7� 0�.,. 0 JtJi'�..1 "."' - - -- ^ ff, #,f_ n, ...m .......................... ldii'°Y`? ... .......,..........._,�...m..._, k3f..} .3 ##C Sea' t - - J _ �# E- �` �, �, UEV �c,S,EP,�'; 2000 �` 1 1 �.. �_._. — r— F f Q IA�fa.� -a€a C Ci LAR`�v� ;1 – 30 -- �- - LOT 8 # 1 l L(3T 7 L I` # LOT f, �- t -C}T i LOT 3 # l.t T 2" � LOT 9 `� � SHEET c_ C 1. Tree• protection shall be provided no ohown in detail. Barrier ahall ABBREVIATION be erected prior to any construction CITY CODE In general arcs of trees to be SPECIFICATIONS bib protected. 8 8. True* and clusters of trees shall be 8-10'x5-6', 2 -2'/2" c, 30g bpp marked aAd physically protected from parking, storage of materials and C occondary utility Use locations. 3 ,. IIsisting vegetation remaining after 8- 10'x5 -6', 2- 2Y2 "c, 30g cnp grubbing for building pads. atructurea, right of say, parking areas and Coll cigniileant grade changes shall be 7 LI protected duriag the construction 8- 10'x5 -7', 2 -2% "c, 30g, mt cont process of the development. 4. tJiniarum radius to be protected is ct ontiro dripliao. 80 O. Barriers to remain is place until full, 1g, 3 -4 bpp, 18 "oc ey all paring. construction and heavy oquipaat Is out of area. O. Uprlrhta - the osut. *tent of 4 x 4 a4l l los LCR lumber an 01 rY XYi- centers. 24- 30 "oa, 3g, 36 "oc T. Voriaontalo - the equivalent of tae courono of i" roping with yellow fg ftg plastic tape !lagging. 5 Typical . Tree Protection Detail HOT TO OCALiE 12 GAUGE GALV. WIRE PLASTIC FLAG MULCH AS SPECIFIED -t BACKFILL AS SPECIFIED PLANTING HOLE TO BE: 24- WIDER FOR ROOTBALLS UNDER 3' DIA. 48' WIDER FOR ROOTBALLS OVER 3' DIA. STAKE GUY WIRE TREE TRUNK 120 - TYP. PLAN BLACK HOSE OR STRAP IN FIGURE B AT STAGGERED LOCATIONS ALONG TRUNK GALV. TURNBUCKLE 6- LONG SAUCER AT EDGE OF ROOTBALL SLOW RELEASE FERTILIZER TABLETS AS SPECIFIED FINISH GRADE I- BELOW ROOTBALL PRESSURE TREATED WOOD STAKE OR REBAR WITHIN MULCH RING REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL REMOVE ALL HONSIODEGRADEABLE COVERINGS ROOTBALL ON TAMPED FILL OR SUBGRADE TREE PLANTING /GUYING DETAIL NOT TO SCALE FINISH GRADE I" MOW ROOTBALL MULCH AS SPECIFIED SLOW RELEASE FERTILIZER TABLETS AS SPECIFIED BACKFILL AS SPECIFIED REMOVE ALL NONBIODEGRADEABLE COVERINGS TAMPED FILL OR SUBGRADE SHRUB /GROUNDCOVER PLANTING DETAIL NOT TO OCA1 if - Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape notes and legend. Plans shall rule if there are any discrepancies in material quantities. All quantities to be verified. -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. -LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. -LC shall be responsible for supplying all materials, labor and equipment for the performance of their portion of the work. -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair /replacement. - Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal /addition is not permitted within driplines. - Round -Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be replanted. Extreme care shall be taken to prevent overspray and /or drift onto existing plant material to be saved. Mfr's recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to installation of plants. Resprouting weeds and plants are the responsibility of the LC through the ope year warranty period. -All plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of Plant Industry, State of Florida, unless otherwise noted. Trees up to 4" caliper measured at 6" above soil line & over 4" caliper at 12" above soil line unless otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (4 1/2' unless otherwise noted). All rootballs and containers to be free of weeds and their roots. - Planting soil of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required only if existing soil is unsuitable for planting and /or contains lime rock or construction debris (to be removed). - Landscape architect is not responsible for i;dverse soil or drainage conditions, determining sub - surface soil conditions, underground objects /utilities or the accuracy of property lines or information portrayed on surveys or on documents or plans provided by others. - Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways exte ding perpendicularly from the surface edge for a minimum distance of 18 ". -All ' alms, trees, shrubs and groundcovers shall be fertilized with Agriform 20 -10 -5 or SierraTabs 16 -8 -12 planting tablets. One tabl I/ 1 gal, 2 tablets/ 3 gal, 3 tablets/ 5 or 7 gal, 4 tablets/ 10 gal and one tablet/ each 1/2" of tree trunk diameter. Application sh II be as per the details and mfr's recommendation. -A ply Ronstar or approved equal to all planting beds following mfr's. recommendations after planting and prior to mulching. 1 slanting beds and trees in sod areas (which require 4 foot wide mulch rings) to receive a 3" depth of med. pine bark mulch. -IJC to maintain all plant material in a plumb, upright and stable condition. All trees /palms to be guyed /staked as per details. y1C T remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. C hall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. -LC to provide a one -year warranty for trees /palms, three months for shrubs, groundcovers & vines and thirty days for sod. Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of the warranty period. Replacement plant material shall be warranted for ninety days (sod for thirty days) from replacement date. Warranty shall apply only to material that dies due to poor quality, improper handling or installation practices. Generally, transplanted material shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the owner's responsibility during the warranty period. - Hedges to be maintained at a 4' height or at sill height at windows. - Provide 100% coverage of all landscape areas using automatic underground irrigation system with rain sensor. -All guy wires are to be removed from trees within one year of installation. -Refer to City of Clearwater Section 3 -1204 Installation & Maintenance notes for other requirements. CITY OF CLEARWATER LANDSCAPE CODE NOTES Ajacent property & ROW: 1,448.33' divided by 35 requires 41 trees and hedges. Trees and hedges provided. Interior vehicular pavement of 35,399 x 12% =4,248 sf green space required divided by 150 = 28 trees required. 4,248 sf (12 %) of interior landscaped green space (w/ shrubs & groundcovers) provided. Foundation fagade of 244 If x 5'= 1,220 sf divided by 40= 6 trees & 61 shrubs required w/ 610 sf of shrubs & 610 sf of groundcover. All provided. 75 trees required /75 provided (57 shade: 5 MG, 34 QL, 18 QV, 18 accent: 8 CBO, 3 EJ, 7 LI). 5 species required /6 provided. 8 flowering trees required /22 provided: 8 CBO, 3 EJ, 7 LI, 4 MG JL s to n, IL 'N to CO C4 w� N to N�� to �] 1214 CQ ca CO N a ti `CV • C-) C� ENGINEER t m c 1 c c� Q O 0 W M a) C Q rn �- Q N 7— �J w Q o O o 0 N N QQN C7 MZ o O RMH' !] `^ DSG, -- M pM m C O L d PR .W NO EVt00048L2 et ftvl n5 a�7F-1 CI CSEPT:- 1,2000 SC&E NTS SHEET C -11 LANDSCAPE LEGEND ABBREVIATION LEGEND & burlappad CITY CODE BOTANICAL /COMMON NAME SPECIFICATIONS bib bolots 8 CBO Cordia boissieri 8-10'x5-6', 2 -2'/2" c, 30g bpp bibbs per pot Texas wild olive /White geiger C caliper 3 EJ Eriobotrya japonica 8- 10'x5 -6', 2- 2Y2 "c, 30g cnp canopy Loquat Coll collected 7 LI Lagerstroemia indica x fauriei 'Tonto' 8- 10'x5 -7', 2 -2% "c, 30g, mt cont container Tonto red crape myrtle ct clear trunk 80 LEG Liriope 'Evergreen Giant' full, 1g, 3 -4 bpp, 18 "oc ey cubic yards Evergreen Giant 11dope dia diameter a4l l los LCR Loropetalum chinense var. rubrum 'Ruby' 24- 30 "oa, 3g, 36 "oc exstg existing Ruby loropetalum fg ftg field grown full to ground 5 MG Magnolia grandiflora 12- 14'x6 -7', 4- 4'/ "c, 100g g gallon Southern magnolia ht height 34 QL Quercus laurifolia 15- 16'x6 -7', 4 -4 % "c hvy heavy Laurel oak If linear feet 18 QV Quercus virginiana 15 -16'x 7 -9', 4 -4 % "c V I vs leave s eavetrunk Live oak ATIo z RI Rhaphiolepis indica 12 -15 "x 15 -18 ", 3g, 30 "oc oa overall Dwarf Indian hawthorn oc on center 2cffl TA Trachelospermum asiaticum full, 1g, 24 "oc sf square feet Asian jasmine spd spread ;06 304 VOB Viburnum obovatum 20- 24 "oa, 3g, 36 "oc Spec specimen Walters viburnum sst single straight trunk PNO Paspalum notatum 'Argentine' whole, solid pieces, as required, St single trunk Argentine Bahia grass denoted w/ graphic stippling and or 'sod' stk staked in Y SSP Stenotaphrum secundatum 'Palmetto' whole, solid pieces, as required, stm stems Palmetto St. Augustine grass denoted w/ graphic stippling and /or'sod' trl trellis Pine bark medium nuggets mulch cy at 3" depth tr trunks Note: Use either PNO or SSP sod as shown above to match existing adjacent sod. trans transplant typ typical LANDSCAPE NOTES - Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape notes and legend. Plans shall rule if there are any discrepancies in material quantities. All quantities to be verified. -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. -LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. -LC shall be responsible for supplying all materials, labor and equipment for the performance of their portion of the work. -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair /replacement. - Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal /addition is not permitted within driplines. - Round -Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be replanted. Extreme care shall be taken to prevent overspray and /or drift onto existing plant material to be saved. Mfr's recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to installation of plants. Resprouting weeds and plants are the responsibility of the LC through the ope year warranty period. -All plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of Plant Industry, State of Florida, unless otherwise noted. Trees up to 4" caliper measured at 6" above soil line & over 4" caliper at 12" above soil line unless otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (4 1/2' unless otherwise noted). All rootballs and containers to be free of weeds and their roots. - Planting soil of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required only if existing soil is unsuitable for planting and /or contains lime rock or construction debris (to be removed). - Landscape architect is not responsible for i;dverse soil or drainage conditions, determining sub - surface soil conditions, underground objects /utilities or the accuracy of property lines or information portrayed on surveys or on documents or plans provided by others. - Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways exte ding perpendicularly from the surface edge for a minimum distance of 18 ". -All ' alms, trees, shrubs and groundcovers shall be fertilized with Agriform 20 -10 -5 or SierraTabs 16 -8 -12 planting tablets. One tabl I/ 1 gal, 2 tablets/ 3 gal, 3 tablets/ 5 or 7 gal, 4 tablets/ 10 gal and one tablet/ each 1/2" of tree trunk diameter. Application sh II be as per the details and mfr's recommendation. -A ply Ronstar or approved equal to all planting beds following mfr's. recommendations after planting and prior to mulching. 1 slanting beds and trees in sod areas (which require 4 foot wide mulch rings) to receive a 3" depth of med. pine bark mulch. -IJC to maintain all plant material in a plumb, upright and stable condition. All trees /palms to be guyed /staked as per details. y1C T remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. C hall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. -LC to provide a one -year warranty for trees /palms, three months for shrubs, groundcovers & vines and thirty days for sod. Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of the warranty period. Replacement plant material shall be warranted for ninety days (sod for thirty days) from replacement date. Warranty shall apply only to material that dies due to poor quality, improper handling or installation practices. Generally, transplanted material shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the owner's responsibility during the warranty period. - Hedges to be maintained at a 4' height or at sill height at windows. - Provide 100% coverage of all landscape areas using automatic underground irrigation system with rain sensor. -All guy wires are to be removed from trees within one year of installation. -Refer to City of Clearwater Section 3 -1204 Installation & Maintenance notes for other requirements. CITY OF CLEARWATER LANDSCAPE CODE NOTES Ajacent property & ROW: 1,448.33' divided by 35 requires 41 trees and hedges. Trees and hedges provided. Interior vehicular pavement of 35,399 x 12% =4,248 sf green space required divided by 150 = 28 trees required. 4,248 sf (12 %) of interior landscaped green space (w/ shrubs & groundcovers) provided. Foundation fagade of 244 If x 5'= 1,220 sf divided by 40= 6 trees & 61 shrubs required w/ 610 sf of shrubs & 610 sf of groundcover. All provided. 75 trees required /75 provided (57 shade: 5 MG, 34 QL, 18 QV, 18 accent: 8 CBO, 3 EJ, 7 LI). 5 species required /6 provided. 8 flowering trees required /22 provided: 8 CBO, 3 EJ, 7 LI, 4 MG JL s to n, IL 'N to CO C4 w� N to N�� to �] 1214 CQ ca CO N a ti `CV • C-) C� ENGINEER t m c 1 c c� Q O 0 W M a) C Q rn �- Q N 7— �J w Q o O o 0 N N QQN C7 MZ o O RMH' !] `^ DSG, -- M pM m C O L d PR .W NO EVt00048L2 et ftvl n5 a�7F-1 CI CSEPT:- 1,2000 SC&E NTS SHEET C -11 . . . .... .... X IN, N G�� ( Ir A, UN V, Is, l 0, SUE Ww Is, L 5�1 to 100 1 N, cq 0/l/b r4 11/2.,.- 30, Co E! I CID ;ON Abw 04 N C3 rJ3 Cq co) 4 11 2. eq t, '4' A . i D a . et� a ,a, z 0 0 0 7 -4 P A R K I N G 8 1/2' 31 A T Prz, A T 7 CR 1`s z T < A _j T N, N z ' VALVE ['/;�2 I 7� 0 'A A VALVE SIZE WN -?'SLEEVE 11/2' 2 0 z Ill/ 2 0 2' SLEEVE t, F z 41r q 14 i ZONE �1 14 ON F' '14 z D VALVE Scm c", ;U 7. W-VE SUE let P A R K I N G A d 112- 2 > r to 11/2' 2S :> A A z le, z z T T A%l 4 1114. 'E • 1-1/2" POTABLE 11VIETER, MEJER—, Ao; I PRESSURE BACK FLOW PREVENT ER. ALSO 3/, Ak% nv cj I�IETER, MIETER B 1-1 12" FIRE SURE z 1W z T t: 'BOTH FP NSISEMBLIES Wld LANDSCAPOG. z 1114. E 011 r_ EEVE 2 d tu r-1 D > (A T as Z CY) m U) O ; z z z > z z <0 2' SLEEV z 7 0) E-/ z z s (D u- Lb Existing Sanitary M Rim = 66.71 07 Inv. = 61.64 NW <= MH ci A 4. D 34- o z 2 SLE9vE — Up ZD C? 20' 0 C/) Z U 'o , 34 c� !'14 ak 0% z 0 N vr SIZE GPM < LN 0 vZ I X D jlol 1112' 21 CUZT 'o c1r) 0 U_ '114 X4 --- VALVE cl) SIZE GPM Al f eq 3/4• 11/2' 30 A cl) 3 z '4 -7/ Ar . . ...... A L7 EX 5 ' CONC. SIDEWALK 0 TA--EXISTING CLEARWATIM GAS LINE -ION ENGINEER TYPE_F_,CURH_ 12 11 VE SUE VALVE WM JVALVE WE G-V unitary MH COACHMAN ROAD 60 Rlw �i wo 3o Rim 67.97 L DESIGN, DRAFT,- CHECK �4�, 1 I Ing 32 1 112' 22 rJ3 Inv. 60.95 E. k DS01 ry > ?RqJECT,N0-- 0 z (n 0 47 00048IR2 V4 PLAX z z 0 ; ;bk7E-1 L)EVE! 00AA MHO Al M N c* SF.RVjlcr-$EPT.-, koo =7 — ----- ALE Pk'AXi ER NTS SHEET C-11 21 I 0 n LLJ z U) 4 ' •7 a 1) n W 0 2 O O ON 1� R i i OLD COACHMAN RD. 4cA•: Rr I 40•� i.� I •I I I *0•Iry !Li.yr crept 40 • )XS d I I I .0"w%, r � i r r %fb vl� r �li' III r�= el` ' �jQpN2a ►7io��T r��'� . SIS� T� 7LDri Da�t1 P t' L LANDSCAPELCOEND1I01 -012 s, Ps• %i51'A.S 9 BOTANICAVCOMMONNAMC 6PECIFICATION� I. r wW ,fur I. f 1n•• w11 M Creeping fig lop of s1+ke to touch wall 12 IV3 Ilex vomlloda 6 -10'x 4-5', 2'c. mL 3 V, spec, famele yw Yaupon holly a. 41.rr•r r :; Y I�r•ur •rr_ •, 21 Leperslreemle Indlca AT feudal Tonto' 6- 10ki7', 2- 21A'c, ]Og, ml / Y Tonto red crape myrtle Jf„ „� 260 LCR opelalum chinersse var. rubnm'Ruby' 24- 30'oa, 3g. 38'" f 2 Rub ta y etum IMTI, �: �a7�ra: ��. al, ��e�,'•iras�lA ■iaaai4ll }�arar� / / /,�//.a ►�� Live - u r4N / 8 o Trwitchel Italian m y �AL g 2 249 TAB T f ' C1 u e_ T. Ly � p-F 9 n / fs V r r v Palmullo St. Auguwne grass denoted wJ g,apldc silp Au,Q wavor'wd• is Pate bark medium nuggets mulch cy at 3• depth Typical'Trea Protection Detail LANDSCAPE NOTES •t -Landscape contractor (LC) then be responsible for W materials and work caned for on the landscape plans and In Ilia landscape ON 1� R i i OLD COACHMAN RD. 4cA•: Rr I 40•� i.� I •I I I *0•Iry !Li.yr crept 40 • )XS d I I I .0"w%, r � i r r %fb vl� r �li' III r�= el` ' �jQpN2a ►7io��T r��'� . SIS� T� 7LDri Da�t1 P t' L LANDSCAPELCOEND1I01 -012 s, Ps• %i51'A.S 9 BOTANICAVCOMMONNAMC 6PECIFICATION� I. r wW ,fur I. f 1n•• w11 M Creeping fig lop of s1+ke to touch wall 12 IV3 Ilex vomlloda 6 -10'x 4-5', 2'c. mL 3 V, spec, famele yw Yaupon holly a. 41.rr•r r :; Y I�r•ur •rr_ •, 21 Leperslreemle Indlca AT feudal Tonto' 6- 10ki7', 2- 21A'c, ]Og, ml / Y Tonto red crape myrtle Jf„ „� 260 LCR opelalum chinersse var. rubnm'Ruby' 24- 30'oa, 3g. 38'" f 2 Rub ta y etum G -r" R 7 DV Ouenrus V 15-16k 7.9', 4- 4Y.•e, 100 P L Live - u r4N / 8 o Trwitchel Italian m y �AL g 2 249 TAB T f ' C1 u e_ T. Ly � p-F 9 n / fs V SSP Slenelophnan secundalum 7almetto' whole, sold piety, as requited. r v Palmullo St. Auguwne grass denoted wJ g,apldc silp Au,Q wavor'wd• v / Pate bark medium nuggets mulch cy at 3• depth Typical'Trea Protection Detail LANDSCAPE NOTES •t -Landscape contractor (LC) then be responsible for W materials and work caned for on the landscape plans and In Ilia landscape wasnr Ilan rs r, a4' YIOUr IM a00resue saosa a' era. as•' "As a" avoya LLs @NA 9• a”- notes and legand Plans shall rule If there are any dlscnpandu In material quaraNes All quauuuas to be verified. Yer -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project 1 ' - -LC shell ccordlnale their work with olher controcton 10 assure amWnt and timely wmpleVon of the wok. n • •LC shall ba responsible for supplying all materials, labor and equlpmenl for the performance of thek potion of the work. ass ✓tie rasa •y�� //• ---•�K l4sue s.rsl iifn �� cress sot a.aclruo eICY ILL w MYaI /lea � 'V . �a y r. a LC to verity all exsUng grades, dimensions and field oondhlons and notify owner of dbcnapandw before proceeding with work -LC to protect atu ring utilities, structures, surfaces and vagetadon noted to be saved and be rospu srble for rep.dhaplacement. - protect trees to be saved per detail. Vehicle parking, material storage, or soll removaVadddlon is not permitted within dripllnes -Round-Up shall be applied twice at ten day Wanas ono a9 "sting vegetation, sod and gruundwver areas Ihat are to be ♦ replanted, Extreme care shag be taken to prevent oversprsy araVof drill onto existing plant material to be saved Mfrs Respmuling weeds and plans are the responsibility of the LC through the one year warranty period. 7 • •Ail plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plans, a• caliper at 12- above soil line union otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (4 r / i ifZ unless otherwise noted). All roolbals and containers to be free of weeds and their taus / • •Plsitting soil of Fla peal mixed 1/2 with dean lopsoll for the backlilling of plant pis and beds shall be required only If exsling culI Is unsuitable for planting and/or contains lime rack a wnstruetlon debris (to be removed). J • •Trees shall be Installed so their top root is visible and 2' above finished grade Do not apply the 1 W of mulch to the lop of the roolbdl until shot Inspection of each tree. -Landscape architect is not responsible for adverse soil or drainage conditions, determining sub - surface soil conditions, \ s u underground obieosluUlilles or the accuracy of property lines or Information portrayed on surveys or on ducumenls or plans + r rxovlded by olhary J / extending perpend,wudy fioni the surface edge for a minimum Alslance of te'. / A •AII palms, trees, shrubs and oroundwvers shall be feRilsed w1lh Agnform 20.10.5 or SierraToLs 18.6 -12 punting ublds One M boo11 t tablet/ 1 gel, 2 tablets/ 3 gal. 3 tablets/ 5 or 7 gal, 4 tablaW 10 gal and one IabIYV each 12' of It be bunk d,ametdr Application 1 leap brbbl per pd s shag be as per the details and mfr's recommendation. Four Inch conlalners and smaller to receive one teaspoon Osmowte 164 J 1 12 Cuslomblend for Florida In each hole. \ °w wUeµ -Apply pD 0 P g 0 planting P mulching. •Apply Rooster or ■ roved equal to all IenUn beds following mfrs. recommendations alien landn end der to mulrhl ^ J -All planting beds and tress to receive mod. pine bark mulch. All footballs of trees (which require 4 fool wlde mulch rings In turf ' c attest shall be mulched to a 1 W depth following Inspection. All other planting beds to receive a ]' depth. Mulch shall not touch di ;tanks or stems or be applied within the crown$ of groundwvars or over their branches or foliage. die Oland tares - -LC to maintain all plant material In a plumb, upright and stable condition. All treosrpalms to be guyedlstaked as per details. - • •LC to remove all bags (unless biodegradable), tags. It", wins, ropes, slakes and nursery attachments from all plant malarial. bsale LC shall be respanslble to keep plant malsdal In a healthy, watered, InaecUpesl tree wndmmn until owuefs final acceptance. ag aA 14 ground • •LC to provide a one-year warranty for trios/palms, throe months for shrubs, groundcovers 6 vines and thirty days for sod. 4 a Warranty period shall start with final acceptance by owner. All plant material shall be alive and In sot W factory g,owlh at llle end 1 N hei9M ' 'he warranty period Replacement plant material shall be warranted for runely days (sod for hiry days) tram replacement date. hvy hsavy If sneer feat Na Movie rue rtallditrulk W Warranty s shall apply o // IsE .ioP,• • �:Ldil�T� TKFfr -)'a o z5; Fms 50 fns t_ � \♦ t>< )•rte \ selFm= w ZT l�iZ 2-0 xs I Z-6 �-&g , I I H' I ,.•- (r1 �y .cwt eY/ Yltl - . 1• ' wr'; �r •� uw•'� w•4 •• � �I .� � llrel rarlrt � �� I. r wW ,fur I. f 1n•• w11 M 7 - / yw a. 41.rr•r r :; Y I�r•ur •rr_ •, sscsrnrro crew �«.�w "itiw .. Jf„ „� al.a4exra w w r1 "._'Mcaan . I-� WLLI ti(xIr alY eC [ R eM KV . � Yy IK �(C� // / / / �,� aYssu sr.w4T raM W r. .xp e n .Il.l .— sir . I � u � r.•„r'Y�.�,�i.r.��..: ry .r'^ � r—. • �'•� ~' . ry • e/eeY1m \f , aMLl1 {ae �.M1 /\J/ Y,CYNl as I e s K 1l Y tla M aHCIIIID elalM MrM I' Y11W sabla . _ _- � ��O .rte• „r�eY I' w= � ✓ caw. roN� I - Yar•_ f \ / .— neawra rae•rM r, ar...a w aas.s nlals �� :la. r�r.•� I r.. I •'. ! I car .. r.a.. Luc tan vs L - �: ,:a' r• ;:,; aI soots... 1, ' •.I A./,eW ..1a1.aOWia+na<+ Typical'Trea Protection Detail A cavurws _ se• sous wasnr Ilan rs r, a4' YIOUr IM a00resue saosa a' era. as•' "As a" avoya LLs @NA 9• a”- aal— V,ranrae Il a Wwoa Yer THEE os ANTING /GUYING .. DETAIL i ♦ \ ass ✓tie rasa •y�� //• ---•�K l4sue s.rsl iifn �� cress sot a.aclruo eICY ILL w MYaI /lea � 'V . �a y r. a 60 " 14 1-�Ie• io slog YL 'L4}C • 4��1YR� I It */oS t IiL Y0 $ I 1 61S FP tMN �u'I 3n" -.Tot" �.iln1� 7 vet; - - — - � Irsaalr as w swaan $HRUB)GAOUNDCOVER PLAN_TI•NG_QETAIL .u1 re seas I� ID 6 LL S OAK , • pL ro ke xa S, T-1 PAZ) to rya �z3 II C-'tz � P d /�"1"(`R. , S 17wa- ru 1 3 a LANDSCAPE FLAN o� 1" - 30' -0• i J I ! a t t P.O.C. N. 1/'4 CORNER CTION 6 -29 -16 ntn'' IMOrgilt•Mt•1 '- t •rliArllrglt_Mr1lwati �t• ai a - - - / // \ SECTION 6 TOWNSHIP 29 SOUTH, R�',NGE 16 EAST, PINELLAS COUNTY, FLORIDA I J / r \ TOPOGRAPHIC SURVEY I / / n l \ I I I \ I I N 0 T S j U` R I V E Y E D ` I 1 { 1 � \`\\`� m w °w I -'/ ------------ - - - - -- - \ T. x TP 1 ` �, •ww rna sy rn --I -------------------- - - - - -- -- i \ \\ \\ A S P H A L T P A R K I N G \ TFtiTO Irn A �•s s �,\ w \\ rn w ?s v 0.12 jr m \ \ x6 f A rn \ w a 4, , I I I P A R C E L \ \ 1 P z I I A S HALT P A R K I N G y & w s, • ;sg I { BLANKET WATERLINE EASEMENT OVEF PA�CEL 1 s -Aw ��,'a ; r;+ a4 I 1 O.R. 6869 PG. 1186 1 I ��, r �� /jl1 �\ aT� { I ZONING COMMERCAL I �Sby ss sdo I � rn �js ♦< I I I I 6410 f 1 I ASPHALT PARKING rn �+ ar ?� ss� Itiy ( \ q l fV i S U R V E I Y I E D >t •9= I + f I s \> / I 1 I 15_ -RCP 9 { s r3 Ir r-- I I I 1.811 I DIM ff) I a, I ASPHALT PARKING + m I I I II t� s s 0 1 N 1 .5 VERTICAL e `\ \• Z � ?9 i (I I s II C�Jf20 (TYPICAL) s ' ��I II f l +6' 's J O I \ sJ s I 9 1, ` s I' I 1� d.TO I x0 e�x eA� es? 9s TT � l �s ss sB9 oeo ss0 ees 6s19 66 �s� 66 01 6B d'S8 I sss �s d` s I- Io I f , os d ee � •os I BASIS OF BEARINGS DLED GRAPHIC SCALE D IN FM 1 inch = 40 ft 1 .a AL DESCRIPTION. �K' -,; A PARCEL- ; -- SUEs,;E_T SIT A TRACT OF LAND` L1;'.0 WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, NELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORTH 89'50'54" EAST, ALONG THE EAST /WEST CENTERLINE OF SAID SECTION 6, SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. 0588), FOR 1364.24 FEET; THENCE NORTH 00'22'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT -OF -WAY LINE OF COACHMAN ROAD, FOR 772.17 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT OF INTERSECTION WITF A CURVE CONCAVE TO THE NORTHWEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 23'34'41 ", AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING OF SOUTH 78'35'21" WEST, FOR 10.22 FEET; THENCE SOUTH 87.24'39" WEST, FOR 49.06 FEET; THENCE NORTH 89'37'18" WEST, FOR 87.89 FEET; THENCE NORTH 55'11'36" WEST, FOR 56.70 FEET; THENCE SOUTH 34 %d48'24" WEST, FOR 47.50 FEET; THENCE SOUTH 55'11'36" EAST, FOR 4.00 FEET; THENCE SOUTH 34'48'24" WEST, FOR 126.99 FEET; THENCE NORTH 55'11',;6" WEST, FOR 114.98 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 37'11'55 ", AN ARC LENGTH OF 16.23 FEET AND A CHORD BEARING NORTH 36'3;;'39" WEST, FOR 15.95 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHEASTERLY RIGHT -OF -WAY LINE OF BELCHER ROAD; THENCE NORTH 34'48''24" EAST, ALONG THE RIGHT -OF -WAY LINE, FOR 552.16 FEET; THENCE SOUTH 58'46'47" EAST, ALONG THE SOUTHWESTERLY RIGHT -OF -WAY LINE !.T THE INTERSECTION OF BELCHER ROAD AND COACHMAN ROAD, FOR 94.66 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAY :INE OF COACHMAN R )AD; THENCE SOUTH 00'22'42" WEST. ALONG SAID RIGHT -OF -WAY LINE, FOR 365 89 rEET TO THF POINT OF BEGINNING, 103,- i k �' p• .,1 -c, M 40.1p 0 �UA -loop r rn 0 � J rn s• 1 p r 67 W I' !mss \ \m .'' 17• / / L9 op� O rn • 6e J - It s ♦ 05 o � � �B I N. 14- '4'(TMN� �S 9>r {Y 8• 14 a + I I p esss m TBM #1 SIR /CAP ELEV.68.11' P A R C E L 3 ♦ , ., e � @, so rss ee O 9x O c�° `19 `s �Oe T13M p2 SIR /CAP ELEV 68 40' a 0O rn� s �s ' °e / / •� y ♦ r) C" 1s C7 0 e4 / 69 -10 Q 4i, v I �� Il ' ICY a �, + 12- v 7- .T 4 66 6O q QpT , 1 6 j �% 0 O // 9 ', ) ,q9 t , s�o�a \� 6 l 0 o m ♦ ♦ + + A° ♦ ` $ �xa 1 1 g' 6j \ ✓ ♦/� , �/6e B + e + + B� 6/ ,O Q , flit u m �`T j eta 6`S� 61 d`s9 N • • 3 6 6 ♦ �S ♦ sQ { � Os 20 , xS / # LYIW �V 89 B� 6`8l sB`�O sew ees 9J 0e __-•- s 0 1 e 9 J s F a �J ss s -- �',r �o l d 1% ' ' °� \ u c,9 ?A s 1 3 N 3� tea- 19 0 E / $9 6` USTER 10• +. _ .� 30 "DIP _ '� ._ - '_`- I33 = -- =-; _,,. CLUSTER 61 '19 i C 1 e� ti ' 9 ° GRATE - - _ i _ _ - _._ _ 1 , s \�, WATER 69 EL. 68.50 S 0 - ^ = - - - - - B 99' \ ?4 C NET s g•yJL `' e9 S9 i 1 N 00'22'42" E - 772.1 ?, ass � - _ S�Aix e � ° co"Crtm COA �!/'�_ �[� Y/ �j /�,� /� /Jn /�}./® �/(�/qj�I�' � � 3 n II u ' , , , -t °- �t9s�-CLEARVATER GAS UNE yep/ / / / !!/ A / V /9 ® A 6 �l/ RIW -- - - - - a u - - _ �' ..-�� '� 6'j D_MA7ER._ - - - - _ - _ .- - _ - - - - - a-9 - �' --'es -- �s -d'- --a -- - -,- _ ♦ is �� Y2 I . $fl6. RA - 8 -' S q i B > d' - ee - O m+o 11!.N . w Q' ♦ua- c t ua puo Zn O- .._. - --. -- - -__. -- -.__ -_.- -,. -__ - _�-- -- -__- ----- __�__- - -J - � e� c� ?� � - - a = ~;-_- 1 ? ® 9 s --�- 6 ' y r--------------- m I I LOT 15 ' o '� I s3 ` I 'a �� I I 'l� I I I LOT 18 I LOT 17 i LOT 16 i i LOT 14 I LOT 13 I LOT 12 IS U N S E T I P 0 1 N T I E S T A TIE S P. B. 13 9 °P G. � 7 I o V� I i I I o I I I I I B L 0 0 K I A I I I I I 1 I LOT 11 1 LOT 10 1 LOT g I LOT 8 I LOT 7 I LOT 6 i LOT ffi'°, Q LOT 4 i LOT 3 i LOT 2 LOT 1 I I BLOCK C I I O I I I I I i i 1 I z0N!N RESIDENITUAL I I I i I I I <- I LOT1 I I 9 1 � THE UNDERSIGNED HEREBY CERTIFIED T0: ALBERTSONS INC, A DELAWARE +rojt4 , L.� OFFICES OF B.F. (RIFF) GODFREY JR UTILITY COMPANIES BOGIN. MUNNS & MUNNS, WEBB'S NURSERY, INC, A FLORIDA CORPORATION, AND FIDELITY NATIONAL TITLE INSURANCE COMPANY LEGEND OF NEW YORK THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM FLORIDA POWER CORP. VERIZON STANDARD DETAIL REQUIREMENTS. FOR ALTA /ACSM LAND TITLE SURVEYS% JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM 908 CLEALAND STREET 1280 CLEVLAND STREET S DATA - J AND NSPS IN 1999, AND INCLUDES. ITEMS 2.3.4,5,6.8,10.11b,14. AND 15 OF TABLE A THEREOF, AND PURSUANT TO THE CLEARWATER. FLORIDA 33755 FLCW 5033 ATTN: AL FRAZIER P.O.C. = Point of Commencement F.I.R. = Found Iron Rod & Cap CQ �r �,-�q q/ 1/' HALE LAND j� ACCURACY STANDARDS (AS ADOPTED BY THE ALTA ACSM AND NSPS, IN EFFECT ON 1HE DATED OF THIS CERTIFICATION) AND (727) 443 -2641 CLEARWATER, FLORIDA 33755 1, 'HE ZONING FOR THIS SITE IS COMMERCIAL ginnin F.P.P. = Found Pinched Pie CE717FIt,:. A %l N. (3'Ur SU VEYNG ,i , , P.O.B. =Point of Be g P THAT [Mt - POS1110NAL -UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE, SURVEY DO NOT EXCEED THE ( - ©M. E. S. = (727) 562 -1140 S SETBACKS -FRONT 25' = = Data per Descrip on F F.O.P. = = Found Open Pipe & Cap / / GI'Y O. /TALE, INF Si,;RVFYOR /N RESPONSIBLE CHARGE, HEREBY CER77FY THAT NALNDISC A ALLOWABLE POSITIONAL TOLERANCE. FURTHERMORE, THE UNDERSIGNED CERTIFIES THAT HE HAS SURVEYED THE PROPERTY C CLEARWATER GAS T TIME WARNER S SIpE 10' � �M' = = Measured Data P P.C.P. = = Permanent Control Point = Overhead Wires PIN S HEREIN DESCRIBED AND THAT THIS SURVEY WAS MADE ON THE GROUND SHOWING ALL GAP GORES OR OVE 1 100 S. MYRTLE AVENUE 2 2530 DREW STREET R RE C C� = = Calculated Data F F.C.M. = = Found Concrete Monument T THF SURVEY REPRESENTED HEREON A /VD T /1AT SAGO ABOVE GROUND SURVEY AND SURVEY 7 PROPERTY OR ON THE PROPERTY AS PER THE' RECORD DESCRIPTION, AND AS EVIDENC;:D BY THE BOUNDARY SURVEY. PARCELS 1, C CLEARWATER, FL. 33756 P CLEARWATER, FLORIDA 34625 S DENOTES OAK 0 PG,(s = = Page (s) S S.I.R. = = Set Iron & Cap 1/2" L.S. #4626 SKf ICH ARE.- ACCURA TE TO THE BEST OF MY KNOWLEDGE AND BELIEF, / FURTHER S,E. CORNER N.W. 1/4 2 2 AND 3 AS DESCRIBED HEREON ARE CONTIGUOUS; FURTHER; THAT THERE ARE NO ENCROACHMENTS EITHER WAY ACROSS PROPERTY ( -4567 D (727) 797 -1818 P.B. = Plat Book P P.L.S. = Professional Land Surveyor C SECTION 6 -29 -18 L LINES. VISIBLE EASEMENTS OR' RIGHTS-OF-WAY (EXCEPT A5 NOTED' HEREON, 1F ANY). C = P = P CFRITFY 72 ,A T THIS SURVF_ Y MEF. TS THE M/N /MUM TECHNICAL S 1ANDARDS IN CLEARWATER WATER D PINELLAS COUNTY SEWER AND WATER � DENOTES PALM � R R = = Radius C C.S. = = Concrete Slab S SECT70N 4172027, FLOR /DA STA TUTFS (OR RULE CHAPTER 61G; i - � .., F. A. C.) (SEAL), MD SURVEY ' ' C 100 SO. MYRTLE AVENUE 1 14 SO. FORT HARRISON AVENUE S THIS SITE (.TES IN FLOOD ZONE 'X , EP = =Edge of Pavement / S W = = Sidewalk S SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. �`l i R CLEARWATER, FL. 33756 T , A R/W = = Right -of- -way = = Centerline r r� , (727) 562 -4567 ( (727) 464 -4714 F FEMA FLOOD INSURANCE RATE MAP A 125096 0010 D D DMH = = St S M ,Y^ Io I f , os d ee � •os I BASIS OF BEARINGS DLED GRAPHIC SCALE D IN FM 1 inch = 40 ft 1 .a AL DESCRIPTION. �K' -,; A PARCEL- ; -- SUEs,;E_T SIT A TRACT OF LAND` L1;'.0 WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, NELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORTH 89'50'54" EAST, ALONG THE EAST /WEST CENTERLINE OF SAID SECTION 6, SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. 0588), FOR 1364.24 FEET; THENCE NORTH 00'22'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT -OF -WAY LINE OF COACHMAN ROAD, FOR 772.17 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT OF INTERSECTION WITF A CURVE CONCAVE TO THE NORTHWEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 23'34'41 ", AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING OF SOUTH 78'35'21" WEST, FOR 10.22 FEET; THENCE SOUTH 87.24'39" WEST, FOR 49.06 FEET; THENCE NORTH 89'37'18" WEST, FOR 87.89 FEET; THENCE NORTH 55'11'36" WEST, FOR 56.70 FEET; THENCE SOUTH 34 %d48'24" WEST, FOR 47.50 FEET; THENCE SOUTH 55'11'36" EAST, FOR 4.00 FEET; THENCE SOUTH 34'48'24" WEST, FOR 126.99 FEET; THENCE NORTH 55'11',;6" WEST, FOR 114.98 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 37'11'55 ", AN ARC LENGTH OF 16.23 FEET AND A CHORD BEARING NORTH 36'3;;'39" WEST, FOR 15.95 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHEASTERLY RIGHT -OF -WAY LINE OF BELCHER ROAD; THENCE NORTH 34'48''24" EAST, ALONG THE RIGHT -OF -WAY LINE, FOR 552.16 FEET; THENCE SOUTH 58'46'47" EAST, ALONG THE SOUTHWESTERLY RIGHT -OF -WAY LINE !.T THE INTERSECTION OF BELCHER ROAD AND COACHMAN ROAD, FOR 94.66 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAY :INE OF COACHMAN R )AD; THENCE SOUTH 00'22'42" WEST. ALONG SAID RIGHT -OF -WAY LINE, FOR 365 89 rEET TO THF POINT OF BEGINNING, 103,- i k �' p• .,1 -c, M 40.1p 0 �UA -loop r rn 0 � J rn s• 1 p r 67 W I' !mss \ \m .'' 17• / / L9 op� O rn • 6e J - It s ♦ 05 o � � �B I N. 14- '4'(TMN� �S 9>r {Y 8• 14 a + I I p esss m TBM #1 SIR /CAP ELEV.68.11' P A R C E L 3 ♦ , ., e � @, so rss ee O 9x O c�° `19 `s �Oe T13M p2 SIR /CAP ELEV 68 40' a 0O rn� s �s ' °e / / •� y ♦ r) C" 1s C7 0 e4 / 69 -10 Q 4i, v I �� Il ' ICY a �, + 12- v 7- .T 4 66 6O q QpT , 1 6 j �% 0 O // 9 ', ) ,q9 t , s�o�a \� 6 l 0 o m ♦ ♦ + + A° ♦ ` $ �xa 1 1 g' 6j \ ✓ ♦/� , �/6e B + e + + B� 6/ ,O Q , flit u m �`T j eta 6`S� 61 d`s9 N • • 3 6 6 ♦ �S ♦ sQ { � Os 20 , xS / # LYIW �V 89 B� 6`8l sB`�O sew ees 9J 0e __-•- s 0 1 e 9 J s F a �J ss s -- �',r �o l d 1% ' ' °� \ u c,9 ?A s 1 3 N 3� tea- 19 0 E / $9 6` USTER 10• +. _ .� 30 "DIP _ '� ._ - '_`- I33 = -- =-; _,,. CLUSTER 61 '19 i C 1 e� ti ' 9 ° GRATE - - _ i _ _ - _._ _ 1 , s \�, WATER 69 EL. 68.50 S 0 - ^ = - - - - - B 99' \ ?4 C NET s g•yJL `' e9 S9 i 1 N 00'22'42" E - 772.1 ?, ass � - _ S�Aix e � ° co"Crtm COA �!/'�_ �[� Y/ �j /�,� /� /Jn /�}./® �/(�/qj�I�' � � 3 n II u ' , , , -t °- �t9s�-CLEARVATER GAS UNE yep/ / / / !!/ A / V /9 ® A 6 �l/ RIW -- - - - - a u - - _ �' ..-�� '� 6'j D_MA7ER._ - - - - _ - _ .- - _ - - - - - a-9 - �' --'es -- �s -d'- --a -- - -,- _ ♦ is �� Y2 I . $fl6. RA - 8 -' S q i B > d' - ee - O m+o 11!.N . w Q' ♦ua- c t ua puo Zn O- .._. - --. -- - -__. -- -.__ -_.- -,. -__ - _�-- -- -__- ----- __�__- - -J - � e� c� ?� � - - a = ~;-_- 1 ? ® 9 s --�- 6 ' y r--------------- m I I LOT 15 ' o '� I s3 ` I 'a �� I I 'l� I I I LOT 18 I LOT 17 i LOT 16 i i LOT 14 I LOT 13 I LOT 12 IS U N S E T I P 0 1 N T I E S T A TIE S P. B. 13 9 °P G. � 7 I o V� I i I I o I I I I I B L 0 0 K I A I I I I I 1 I LOT 11 1 LOT 10 1 LOT g I LOT 8 I LOT 7 I LOT 6 i LOT ffi'°, Q LOT 4 i LOT 3 i LOT 2 LOT 1 I I BLOCK C I I O I I I I I i i 1 I z0N!N RESIDENITUAL I I I i I I I <- I LOT1 I I 9 1 � THE UNDERSIGNED HEREBY CERTIFIED T0: ALBERTSONS INC, A DELAWARE +rojt4 , L.� OFFICES OF B.F. (RIFF) GODFREY JR UTILITY COMPANIES BOGIN. MUNNS & MUNNS, WEBB'S NURSERY, INC, A FLORIDA CORPORATION, AND FIDELITY NATIONAL TITLE INSURANCE COMPANY LEGEND OF NEW YORK THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM FLORIDA POWER CORP. VERIZON STANDARD DETAIL REQUIREMENTS. FOR ALTA /ACSM LAND TITLE SURVEYS% JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM 908 CLEALAND STREET 1280 CLEVLAND STREET S DATA - J AND NSPS IN 1999, AND INCLUDES. ITEMS 2.3.4,5,6.8,10.11b,14. AND 15 OF TABLE A THEREOF, AND PURSUANT TO THE CLEARWATER. FLORIDA 33755 FLCW 5033 ATTN: AL FRAZIER P.O.C. = Point of Commencement F.I.R. = Found Iron Rod & Cap CQ �r �,-�q q/ 1/' HALE LAND j� ACCURACY STANDARDS (AS ADOPTED BY THE ALTA ACSM AND NSPS, IN EFFECT ON 1HE DATED OF THIS CERTIFICATION) AND (727) 443 -2641 CLEARWATER, FLORIDA 33755 1, 'HE ZONING FOR THIS SITE IS COMMERCIAL ginnin F.P.P. = Found Pinched Pie CE717FIt,:. A %l N. (3'Ur SU VEYNG ,i , , P.O.B. =Point of Be g P THAT [Mt - POS1110NAL -UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE, SURVEY DO NOT EXCEED THE ( - ©M. E. S. = (727) 562 -1140 S SETBACKS -FRONT 25' = = Data per Descrip on F F.O.P. = = Found Open Pipe & Cap / / GI'Y O. /TALE, INF Si,;RVFYOR /N RESPONSIBLE CHARGE, HEREBY CER77FY THAT NALNDISC A ALLOWABLE POSITIONAL TOLERANCE. FURTHERMORE, THE UNDERSIGNED CERTIFIES THAT HE HAS SURVEYED THE PROPERTY C CLEARWATER GAS T TIME WARNER S SIpE 10' � �M' = = Measured Data P P.C.P. = = Permanent Control Point = Overhead Wires PIN S HEREIN DESCRIBED AND THAT THIS SURVEY WAS MADE ON THE GROUND SHOWING ALL GAP GORES OR OVE 1 100 S. MYRTLE AVENUE 2 2530 DREW STREET R RE C C� = = Calculated Data F F.C.M. = = Found Concrete Monument T THF SURVEY REPRESENTED HEREON A /VD T /1AT SAGO ABOVE GROUND SURVEY AND SURVEY 7 PROPERTY OR ON THE PROPERTY AS PER THE' RECORD DESCRIPTION, AND AS EVIDENC;:D BY THE BOUNDARY SURVEY. PARCELS 1, C CLEARWATER, FL. 33756 P CLEARWATER, FLORIDA 34625 S DENOTES OAK 0 PG,(s = = Page (s) S S.I.R. = = Set Iron & Cap 1/2" L.S. #4626 SKf ICH ARE.- ACCURA TE TO THE BEST OF MY KNOWLEDGE AND BELIEF, / FURTHER S,E. CORNER N.W. 1/4 2 2 AND 3 AS DESCRIBED HEREON ARE CONTIGUOUS; FURTHER; THAT THERE ARE NO ENCROACHMENTS EITHER WAY ACROSS PROPERTY ( -4567 D (727) 797 -1818 P.B. = Plat Book P P.L.S. = Professional Land Surveyor C SECTION 6 -29 -18 L LINES. VISIBLE EASEMENTS OR' RIGHTS-OF-WAY (EXCEPT A5 NOTED' HEREON, 1F ANY). C = P a 0O rn� s �s ' °e / / •� y ♦ r) C" 1s C7 0 e4 / 69 -10 Q 4i, v I �� Il ' ICY a �, + 12- v 7- .T 4 66 6O q QpT , 1 6 j �% 0 O // 9 ', ) ,q9 t , s�o�a \� 6 l 0 o m ♦ ♦ + + A° ♦ ` $ �xa 1 1 g' 6j \ ✓ ♦/� , �/6e B + e + + B� 6/ ,O Q , flit u m �`T j eta 6`S� 61 d`s9 N • • 3 6 6 ♦ �S ♦ sQ { � Os 20 , xS / # LYIW �V 89 B� 6`8l sB`�O sew ees 9J 0e __-•- s 0 1 e 9 J s F a �J ss s -- �',r �o l d 1% ' ' °� \ u c,9 ?A s 1 3 N 3� tea- 19 0 E / $9 6` USTER 10• +. _ .� 30 "DIP _ '� ._ - '_`- I33 = -- =-; _,,. CLUSTER 61 '19 i C 1 e� ti ' 9 ° GRATE - - _ i _ _ - _._ _ 1 , s \�, WATER 69 EL. 68.50 S 0 - ^ = - - - - - B 99' \ ?4 C NET s g•yJL `' e9 S9 i 1 N 00'22'42" E - 772.1 ?, ass � - _ S�Aix e � ° co"Crtm COA �!/'�_ �[� Y/ �j /�,� /� /Jn /�}./® �/(�/qj�I�' � � 3 n II u ' , , , -t °- �t9s�-CLEARVATER GAS UNE yep/ / / / !!/ A / V /9 ® A 6 �l/ RIW -- - - - - a u - - _ �' ..-�� '� 6'j D_MA7ER._ - - - - _ - _ .- - _ - - - - - a-9 - �' --'es -- �s -d'- --a -- - -,- _ ♦ is �� Y2 I . $fl6. RA - 8 -' S q i B > d' - ee - O m+o 11!.N . w Q' ♦ua- c t ua puo Zn O- .._. - --. -- - -__. -- -.__ -_.- -,. -__ - _�-- -- -__- ----- __�__- - -J - � e� c� ?� � - - a = ~;-_- 1 ? ® 9 s --�- 6 ' y r--------------- m I I LOT 15 ' o '� I s3 ` I 'a �� I I 'l� I I I LOT 18 I LOT 17 i LOT 16 i i LOT 14 I LOT 13 I LOT 12 IS U N S E T I P 0 1 N T I E S T A TIE S P. B. 13 9 °P G. � 7 I o V� I i I I o I I I I I B L 0 0 K I A I I I I I 1 I LOT 11 1 LOT 10 1 LOT g I LOT 8 I LOT 7 I LOT 6 i LOT ffi'°, Q LOT 4 i LOT 3 i LOT 2 LOT 1 I I BLOCK C I I O I I I I I i i 1 I z0N!N RESIDENITUAL I I I i I I I <- I LOT1 I I 9 1 � THE UNDERSIGNED HEREBY CERTIFIED T0: ALBERTSONS INC, A DELAWARE +rojt4 , L.� OFFICES OF B.F. (RIFF) GODFREY JR UTILITY COMPANIES BOGIN. MUNNS & MUNNS, WEBB'S NURSERY, INC, A FLORIDA CORPORATION, AND FIDELITY NATIONAL TITLE INSURANCE COMPANY LEGEND OF NEW YORK THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM FLORIDA POWER CORP. VERIZON STANDARD DETAIL REQUIREMENTS. FOR ALTA /ACSM LAND TITLE SURVEYS% JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM 908 CLEALAND STREET 1280 CLEVLAND STREET S DATA - J AND NSPS IN 1999, AND INCLUDES. ITEMS 2.3.4,5,6.8,10.11b,14. AND 15 OF TABLE A THEREOF, AND PURSUANT TO THE CLEARWATER. FLORIDA 33755 FLCW 5033 ATTN: AL FRAZIER P.O.C. = Point of Commencement F.I.R. = Found Iron Rod & Cap CQ �r �,-�q q/ 1/' HALE LAND j� ACCURACY STANDARDS (AS ADOPTED BY THE ALTA ACSM AND NSPS, IN EFFECT ON 1HE DATED OF THIS CERTIFICATION) AND (727) 443 -2641 CLEARWATER, FLORIDA 33755 1, 'HE ZONING FOR THIS SITE IS COMMERCIAL ginnin F.P.P. = Found Pinched Pie CE717FIt,:. A %l N. (3'Ur SU VEYNG ,i , , P.O.B. =Point of Be g P M h I ri - D • ( % . - r, SH^F T / OF � PROFESSIONAL THAT [Mt - POS1110NAL -UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE, SURVEY DO NOT EXCEED THE ( - ©M. E. S. = (727) 562 -1140 S SETBACKS -FRONT 25' = = Data per Descrip on F F.O.P. = = Found Open Pipe & Cap / / GI'Y O. /TALE, INF Si,;RVFYOR /N RESPONSIBLE CHARGE, HEREBY CER77FY THAT NALNDISC A ALLOWABLE POSITIONAL TOLERANCE. FURTHERMORE, THE UNDERSIGNED CERTIFIES THAT HE HAS SURVEYED THE PROPERTY C CLEARWATER GAS T TIME WARNER S SIpE 10' � �M' = = Measured Data P P.C.P. = = Permanent Control Point = Overhead Wires PIN S HEREIN DESCRIBED AND THAT THIS SURVEY WAS MADE ON THE GROUND SHOWING ALL GAP GORES OR OVE 1 100 S. MYRTLE AVENUE 2 2530 DREW STREET R RE C C� = = Calculated Data F F.C.M. = = Found Concrete Monument T THF SURVEY REPRESENTED HEREON A /VD T /1AT SAGO ABOVE GROUND SURVEY AND SURVEY 7 PROPERTY OR ON THE PROPERTY AS PER THE' RECORD DESCRIPTION, AND AS EVIDENC;:D BY THE BOUNDARY SURVEY. PARCELS 1, C CLEARWATER, FL. 33756 P CLEARWATER, FLORIDA 34625 S DENOTES OAK 0 PG,(s = = Page (s) S S.I.R. = = Set Iron & Cap 1/2" L.S. #4626 SKf ICH ARE.- ACCURA TE TO THE BEST OF MY KNOWLEDGE AND BELIEF, / FURTHER S,E. CORNER N.W. 1/4 2 2 AND 3 AS DESCRIBED HEREON ARE CONTIGUOUS; FURTHER; THAT THERE ARE NO ENCROACHMENTS EITHER WAY ACROSS PROPERTY ( -4567 D (727) 797 -1818 P.B. = Plat Book P P.L.S. = Professional Land Surveyor C SECTION 6 -29 -18 L LINES. VISIBLE EASEMENTS OR' RIGHTS-OF-WAY (EXCEPT A5 NOTED' HEREON, 1F ANY). C = P = P CFRITFY 72 ,A T THIS SURVF_ Y MEF. TS THE M/N /MUM TECHNICAL S 1ANDARDS IN CLEARWATER WATER D PINELLAS COUNTY SEWER AND WATER � DENOTES PALM � R R = = Radius C C.S. = = Concrete Slab S SECT70N 4172027, FLOR /DA STA TUTFS (OR RULE CHAPTER 61G; i - � .., F. A. C.) (SEAL), MD SURVEY ' ' C 100 SO. MYRTLE AVENUE 1 14 SO. FORT HARRISON AVENUE S THIS SITE (.TES IN FLOOD ZONE 'X , EP = =Edge of Pavement / S W = = Sidewalk S SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. �`l i R CLEARWATER, FL. 33756 T , A R/W = = Right -of- -way = = Centerline r r� , (727) 562 -4567 ( (727) 464 -4714 F FEMA FLOOD INSURANCE RATE MAP A 125096 0010 D D DMH = = St S M ,Y^ PROFESSIONAL DATED 8/19/91. O VERIZON AMERICAST O - ©M. E. S. = arm ewer an o e Mitered End Section „}'V D4 - rtveway , • t 1 = Water Valve -, �_ t I r - I t : ; , . 1 369 MEARS BOUL�4RG SURVEYOR 46$ �} f O (800) 483 -8433 ELEVATIONS SHOl�N THUS �- BASED ON GRAY - T. T.O.B. - T.O.S. = Top of Bank Toe of Slope Q pd , ; = Sanitary Sewer Manhole _ st '' -';,E - _ = Gas Valve GUY D. HALE- PLSJ,¢r 4626 ^�A;�� -y� -'A� DATED: C�/ 12 op ELEVATION 75.707, NGVD 1929. I� = Water Meter OHW = Overhead Wires �' [ lh? /E/�'f1 /7 LJ 4 -• ��p�j p, Light PollRewt ?I� FHA = Fire Hydrant Assembly ✓OB NUMBF/Z' 2000248 DATE.•0 811 212 0 0 0 � (91 4 F, t,1 - - . _ �.y I I I i I F C i j L LIN r0 N KE FJFA,il 1 1 � m 1 1 / 1 ' 1 �.�. rr r r� r �r � r r r r .�� r � r� r rr- r r rr� r rr� r� f Q�- i/�� '• 1 � V e . e • � c. w r X. \ ��►�� I �1 - .�- \ r � A b s f� \ � iii'�� t► '�� 1 r r I r I � �� 1, r .►- �81�� b d OLD COACHMAN RD. ;0"' - �9 LLV 1 1 1 I 1. I 1 1 1 1 1 1 1 1 �ae�•rr.� � . . . . Creeping fig top of stake to touch wall 12 IV3 Ilex vomitoria 8-10'x 4-5', 2' C. mt, 3 tr, spec, female -_g� Yaupon holly co co 27 LIT Lagerstroemia indica x faudei Tonto' 8- 105-7', 2 2Wc, 30g, mt N S I 00 792= 8 F Tonto red crape myrtle � 286 LCR Loropetalum chinense var. rubrum 'Ruby' 24- 30'oa, 3g, 36'oc co N Ruby loropetalum 27 QV Quercus virginiana 15 -16'x 74, 44%2 c,10bg i Live oak 764 RI Rhaphiolepis indica 1215'x 15 -18', 3g, 30'oc Dwarf Indian hawthorn 1249 TAB Trachelospermum asiaticurnBronze Beauty' full. 1g, 240oc Bronze Beauty Asian jasmine 394 VOB Viburnum obovatum Select' 20- 24'oa, 3g, 36'oc 2 Select Walters vibumum •�• SSP Stenotaphrum secundatum 'Palmetto' whole, solid pieces, as required, t� Q Pine bark medium nuggets mulch cy at 3' depth - LANDSCAPE NOTES G o - Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape d it notes and legend. Plans shall rule if there are any discrepancies in material quantities. All quantities to be verified. -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the-project. d• m u -LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. 3 -LC shall be responsible for supplying all materials, labor and equipment for the performance of their portion of the work. CO -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. N -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair /replacement. Z - Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal/addition is not permitted within driplines. - Round -Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be replanted. Extreme care shall be taken to prevent overspray and/or drift onto existing plant material to be saved. Mfr's e` a recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to installation of plants. Resprouting weeds and plants are the responsibility of the LC through the one yearxvarranty period. .°e x All plant materials shalt be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of Plant Industry, Statb of Florida, unless otherwise noted. Trees up to 4' caliper measured at 6" above soil line & over 4' caliper, at 12" above soil. line unless otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (4 Tn - Planting soil of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required'only if existing soil is unsuitable for planting and /or contains lime rock or construction debris (to be removed). r .. ..- .vow .. ..... r rn3 , �-• ~135 underground objects/utilities or the accuracy of property lines or information portrayed on surveys or on documents or plans provided by others. - ,�. •. � •mss bib balled &• burlapped -All palms, trees, shrubs and groundcovers shall be fertilized with Agriform 20 -10 -5 or SierraTabs 16 -8 -12 planting tablets. One •� r n �. _ , • ___� Lam- .•�� g .yog ; .I o ' � j f�� c . caliper 12 Customblend for Florida in each hole. can4y to cnp -Apply Ronstar or.approved equal to all planting beds following mfr's. recommendations after planting and prior mulching. coil colleted -Ail planting beds and trees to receive med. pine bark mulch. All rootballs of trees (which require 4 foot wide mulch rings in turf cunt Container areas) shall be mulched to a 1 Y2" depth following inspection. All other -planting beds to receive a 3" depth. Mulch shall not touch ct dear trunk trunks or stems or be applied within the -crowns of groundcovers or over their branches or foliage. cy cubic yards -LC to maintain all plant material in a plumb, upright and stable condition. All trees/palms to be guyed/staked as per details. diamiiter dia exstg existing -LC to remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. fg field grown -LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. -gig to 11� g gallon Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of CCO rlTi `L✓ r '�� — — — — — • — — — - -' — - r - r war.- r ��• � � -!- ® ® - �G7 QaffiA !i I' ® 'Qa� � ® ® � � ® ! �rrr r�rr rr. rr +ran �•rr�r.rrr.rr rr�rrrr�rr��rrr�rr�rrr��rrrrrr�rr ��r rs rr��r rr�rr�rr�errrr.r rwr�r .••-wr•rrrrr rr rrr�rr rrrr r..r�a. r�.r rr�� r r-r r� •, _ OLD COACHMAN RD. ;0"' \ CODE BOTANICAUCOMMON NAME SPECIFICATIONS -TY 95 FP Ficus pumila full, 10- 12'stk, lg,,6' oc, L Creeping fig top of stake to touch wall 12 IV3 Ilex vomitoria 8-10'x 4-5', 2' C. mt, 3 tr, spec, female -_g� Yaupon holly co co 27 LIT Lagerstroemia indica x faudei Tonto' 8- 105-7', 2 2Wc, 30g, mt N S I 00 792= 8 F Tonto red crape myrtle � 286 LCR Loropetalum chinense var. rubrum 'Ruby' 24- 30'oa, 3g, 36'oc co N Ruby loropetalum 27 QV Quercus virginiana 15 -16'x 74, 44%2 c,10bg i Live oak 764 RI Rhaphiolepis indica 1215'x 15 -18', 3g, 30'oc Dwarf Indian hawthorn K' a r ' LANDSCAPE LEGEND 0201 -052 CODE BOTANICAUCOMMON NAME SPECIFICATIONS -TY 95 FP Ficus pumila full, 10- 12'stk, lg,,6' oc, L Creeping fig top of stake to touch wall 12 IV3 Ilex vomitoria 8-10'x 4-5', 2' C. mt, 3 tr, spec, female -_g� Yaupon holly co co 27 LIT Lagerstroemia indica x faudei Tonto' 8- 105-7', 2 2Wc, 30g, mt N S I 00 792= 8 F Tonto red crape myrtle � 286 LCR Loropetalum chinense var. rubrum 'Ruby' 24- 30'oa, 3g, 36'oc co N Ruby loropetalum 27 QV Quercus virginiana 15 -16'x 74, 44%2 c,10bg a�.9"'�•o Live oak 764 RI Rhaphiolepis indica 1215'x 15 -18', 3g, 30'oc Dwarf Indian hawthorn 1249 TAB Trachelospermum asiaticurnBronze Beauty' full. 1g, 240oc Bronze Beauty Asian jasmine 394 VOB Viburnum obovatum Select' 20- 24'oa, 3g, 36'oc 2 Select Walters vibumum •�• SSP Stenotaphrum secundatum 'Palmetto' whole, solid pieces, as required, Palmetto St. Augustine grass denoted w/ graphic stippling and/or'sod' Pine bark medium nuggets mulch cy at 3' depth LANDSCAPE NOTES G o - Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape d it notes and legend. Plans shall rule if there are any discrepancies in material quantities. All quantities to be verified. -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the-project. d• m u -LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. 3 -LC shall be responsible for supplying all materials, labor and equipment for the performance of their portion of the work. CO -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. N -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair /replacement. Z - Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal/addition is not permitted within driplines. - Round -Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be replanted. Extreme care shall be taken to prevent overspray and/or drift onto existing plant material to be saved. Mfr's e` a recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to installation of plants. Resprouting weeds and plants are the responsibility of the LC through the one yearxvarranty period. .°e x All plant materials shalt be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of Plant Industry, Statb of Florida, unless otherwise noted. Trees up to 4' caliper measured at 6" above soil line & over 4' caliper, at 12" above soil. line unless otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (4 112' unless otherwise noted). All rootballs and containers to be free of weeds and their roots. - Planting soil of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required'only if existing soil is unsuitable for planting and /or contains lime rock or construction debris (to be removed). Trees shall be installed so their top root is visible and 2" above finished grade. Do not apply the 1 W of mulch to the top of the rn3 rootball until after inspection of each tree. - Landscape architect is not responsible for adverse soil or drainage conditions, determining sub - surface soil conditions, � I underground objects/utilities or the accuracy of property lines or information portrayed on surveys or on documents or plans provided by others. - Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways ABBREVIATION LEGEND extending perpendicularly from the surface edge for a minimum distance of 18 ". bib balled &• burlapped -All palms, trees, shrubs and groundcovers shall be fertilized with Agriform 20 -10 -5 or SierraTabs 16 -8 -12 planting tablets. One bt boots tablet/ 1 gal, 2 tablets/ 3 gal, 3 tablets/ 5 or 7 gal, 4 tablets/ 10 gal and one tablet/ each 1/2" of tree trunk diameter. Application bpp bibbs per pot shall be as per the details and mfr's recommendation. Four inch containers and smaller to receive one teaspoon Osmocote 16-6 - c . caliper 12 Customblend for Florida in each hole. can4y to cnp -Apply Ronstar or.approved equal to all planting beds following mfr's. recommendations after planting and prior mulching. coil colleted -Ail planting beds and trees to receive med. pine bark mulch. All rootballs of trees (which require 4 foot wide mulch rings in turf cunt Container areas) shall be mulched to a 1 Y2" depth following inspection. All other -planting beds to receive a 3" depth. Mulch shall not touch ct dear trunk trunks or stems or be applied within the -crowns of groundcovers or over their branches or foliage. cy cubic yards -LC to maintain all plant material in a plumb, upright and stable condition. All trees/palms to be guyed/staked as per details. diamiiter dia exstg existing -LC to remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. fg field grown -LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. ftg full to ground -LC to provide a one -year warranty for trees /palms, three months for shrubs; groundcovers & vines and thirty days for sod. g gallon Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of ht height the warranty period. Replacement plant material shall be warranted for ninety days (sod for thirty days) from replacement date. hvy heavy If linear feet IVs leaves mt multi Itrunk Warranty shall apply only to material that dies due to poor quality, improper handling or installation practices. Generally, material oa overryl transplanted on -site shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the cc on center owner's responsibility during the warranty period. sf squale feet spd spread - Hedges to be maintained at a 4' height. height. -Crape myrtles-shall not ever be pruned to limit their Spec specimen Sp single straight trunk - Provide 100% coverage of all landscape areas using automatic underground irrigation system with rain sensor. sst St single bunk Note: VOB elect Waltees vibumum available from native plant nurseries. Call 877.353.2366/ www.afnn.orcr for locator. stk staked in pot W -y- I,?. o i. strn sternh i0 CITY OF CLEARWATER LANDSCAPE CODE NOTES td trelli4 tr trunkh Alpine trees on site to be removed so they can be replaced with shade trees. No other trees to be removed. trans transplant Shade trees provided: 27 QV typ typical Flowering trees provided: 39 (12 IV & 27 LIT) Plant materials selected to coordinate with proposed Albertsons Express site to the north. PRV UHM STAKE I. Tsar protection shall be provided .. as abovn in detail. Barrier :ball GUY MIRE be erected prior to any construction is general area of trees to be protected. TEE TRUNK .1c 2. Trees and clusters of trees shall be named and physically protected- frog i j pairing; stor.•ge of naterfals sa6 Q 120' TYP. secosdarl Illty 1190- lratloss. �► 7. Inistlsg•vecetattoa runataist, after srubDSag• for bt+ildi9g padr, structures. . - PLAM rlgbt of tai. plrrilisp• areae• s90 • sisnifieast R+ ebaoyes sbaTl'be• _ SLACK HOSE OR STRAP IN FIGURE a AT protected: durlay. - Boost . os STAGGERED LOCATION sO oa` its' D t• S ALONG TRUNK - • e tr ._ r ~ • e 6ALV. TtXu49UCJ(LE 6- LONG W"tdripusa" y a .. GAL Y. WIRE --� 8 8atirlerm,tp•reM1&-1e. pups• Vault. 12 GAUGE 6AUCER AT EDGE OF ROOTSALL silly C: toes tioa .as* b"". 1! 1LAST FLAG epet in oax. Ytsa. . VULCH AS SLOW RrL£ASE FERTILIZER TABLETS LPECIFIED AS SPECIFIED itcuwc �r+xoa�roerY��a ": ' BACKFILL As 7. Xb_1 ZW,4l0- - 4Leres aS�sY aT:t rum Ps:CIFIED FINISH.GRADE le BELOW ROOTBALL eas<ra=+ot:ir ropiarssiMzsiiOF pRESsLp5 TREATED WOOD STAKE OR R£e�Rr;THIN MULCH RING 'vim . - ' S•' 1'nH. -'.z Ill Q. •'r MKOVE� BURLAP FcMM TOP 1/3 _ -OF RCITML • l l Ty . T r & Fr 0 t e a t I arT_ tai e t..A 1 ` RE"OVE ALL NON31MEGRADEASL£ 1�- COVERINGS ROT TO. O�CI:{.E 6LANTIF:.a t•,:s'`E TO �� 28' aI0.°R FOR O CE. 0i.L5 •uxDER 3'••DIA. •.ROOTS;:_ ON TAMPED; FILL'OR - SUSGPeZE • z 40' WI= FOR ROOTEALLS OVER •3'-'DIA. TREE 1=1 A'IITING /GUYING •DETAIL � FINISH GRAM V ,"g I OTT TO :LiA*X •„p ROOT i.S. ` 0%5 SA"SCIF;W .M&CH `` �~ •' ••, •- Zl•Ie itLLEAASAECIFIED _ ` ♦` _ ILL AS SPECIFIED a ' ~ • - ``, ALL N0N3IOD£CiR 11 _ _ REMOVE 3LE = COVERINGS T%;>W FILL OR SLOGRADE ♦`` ( it I ♦ �`♦ SHRUB /GR0UN0C0.VEA .PLANTiNG.DETAIL ROT TO Cte•L4 :Yq' �'o Ong '%4" 1 �` 5 4 --fl 7 7 i rr.r•rrrrr rr�rrr.�rrr�rr �rr�rrr rrw�rre�rri�rrr�r r�r rrr�rr. r.. r.. ��rrrrrrrrr��rr��wr� .rr�.rri- r.rrrr��rr ��rr r�.r•. r�rrrrr.�� ILory. LMDSC E PLAN � z �� 1"- 30' -0" c 0 MCO[�_0�7� - �. FEB 2 2C�2 REVIr Ci ice;=1= CLEA'trt; "t ER ISSUED= MERM PERMT F EVEt7 3/5/01 BID ISSUED= REVISIONS: 2 25' &-5i: l-AURv5 p -Ca 1-IV r- des. uI�DG�lf�S CONSULTANT � � L o U U a -_g� co co pIi s\ v N S I 00 792= 8 F O s a � p co N a�.9"'�•o 2 1 •�• i; w C G o d it F �1 iy d• m u 3 C7 CO x a N Z Z c" �� °" e` a $ a cow .°e x vE''i 0 x3 rn3 �3 � I SEAL 0 V` I', _J �(Zll t. `9 I v � I� C�� I I D . p< �tJr 1 n >U Oaw Z�Q Farr eaaea. Ld ar o ¢ n � U Eb :5z= 0. Uo t/) Ld in • - V)Q� _• LL 0� �� x-01: :M'Up o J I I ZWLJJ LL�< LJJ `g V) r 6a�..1 g A .. Z U = U U O �- F- V) LLj < LL 0 0 o 7 LLJ < >- V, Lli �LAN Z t� �A M1 0 DRAWN CHECKED NG ML JOB NO. 200077 7 SHEET TITLE LANDSCA' C PLAN LU VD SHEET . O � � L o U U -_g� 1 NN pIi s\ v N S I 00 792= 8 F sU N N �CO t� ai pM a�.9"'�•o I', _J �(Zll t. `9 I v � I� C�� I I D . p< �tJr 1 n >U Oaw Z�Q Farr eaaea. Ld ar o ¢ n � U Eb :5z= 0. Uo t/) Ld in • - V)Q� _• LL 0� �� x-01: :M'Up o J I I ZWLJJ LL�< LJJ `g V) r 6a�..1 g A .. Z U = U U O �- F- V) LLj < LL 0 0 o 7 LLJ < >- V, Lli �LAN Z t� �A M1 0 DRAWN CHECKED NG ML JOB NO. 200077 7 SHEET TITLE LANDSCA' C PLAN LU VD SHEET . O ,q 5 LOCATION MAP N0: SCALE 0 :4- ,1) 1o�/ RAMP SLOPE 1 :15 MAX. PAINT TOP & FACE OF CURB TWO COATS SLIP - RESISTANT PAINT CURD RASP 05 NOT TO SCALE RE: 1.OA -1 v 6' -0" RAN 1/4" DEEP TOOLED - JOINTS AT 6" O.C. TOP OF PAVING (IN SITE WORK), PAVING & RAMP TO BE FLUSH FACE OF BUILDING BACKER ROD - AND SEALANT *4 CONT. 6" CONC. CURB 411 RE: 1.0 -1 CONCRET SIDEWALK 0 • o • e o o e o ' o a� e oa ° . a� 1 :15 MAX. SLOPE *5 CONT, �8" 4" CONC. RAMP W/ *4 DOWEL 6" 13x13 D5xD5 W.W.F. AT 4' -0" O.C. %2" x 11" PREFORME EXPANSION JOINT FILLER TYP. AT BUILDING 7 RAMP SECTION, CURD AT ENTRY 1"- 1'_011 RE: 1.OA -1, 1.OA -6 & 2.1A -1 ROUNDED CONC. CAP (SACK FINISH) PAINT TWO COATS TRAFFIC YELLOW STANDARD STEEL PIPE FILLED W /CONC. CEMENT WASH SLOPED 1" ABOVE PAVING FINISH PAVING (IN SITE WORK) ' -0" � CONC. FOUNDATION NOTE: VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE DRILLING FOR CONC. FOUNDATION. ALL PIPE BUMPERS ON 1.0 -1 ARE PART OF BUILDING WORK. R IPE o „BUMPER 0 RE: 1.OA -1 SITE WORK BLDG. WORK RE= 1.0 -1 PAINT TOP & FACE OF CURB TWO COATS 1/4" TOOLED JOINT SLIP -RESISTANT PAINT (IN SITE BROW!! FINISH TO EDGE WORK) PAVING AT SIM. V2" RADIUS 6" SACK FINISH _ .y o ° • ° FACE OF CURB PAVING (IN to a a a 1 SITE WORK) I al *4 REBAR AT SITE " WORK) N L �fifi• J EXTEND 6" INTO 611 SIDEWALK. CONC. CURB (IN SITE WORK) NOTE: PROVIDE CONTROL & EXPANSION JOINTS AS INDICATED ON 2.1A -1 CU1RB Ot WALK RE: 1.OA -1 & 2.1A -1 d- a a o � %2" x 4" PREFORMED EXPANSION JOINT FILLERS WHERE SLAB ABUTS VERTICAL SURFACES. 4" CONC. SIDEWALK W/ 1303 D5xD5 W.W.F. FILL MATERIAL PER SOILS REPORT (IN BUILDING CONTRACT) PAD *4 CONT. TOP AND BOTTOM 10 AREA CALCULATIONS RE: 1.OA -1 AREA CALCULATIONS LDING + + MAIN BUI (260 0 x 30 0) (80 0 x 214-0)(230-0 x 134'-0") i_ "I i_ " _ '_ " i_ " a +(25 0 x 3 0) (70 0 x 40). ... ..............................- 79,731 SQ. FT. STORE SIZE .. _... 83,095 SQ. FT. SALE S AREA. ........._......_.. ........................... ............................... .. _ 51,559 SQ. FT. SUPPORT AREA ....... �....... ........... ............... ... a 28,172 SQ. FT. DATUM FINISH FLOOR ELEVATION- ... 100.00 ACTUAL FINISH FLOOR ELEVATION=. .. ..„........._.. 64.5 BUILDING PAD ELEVATION ..................64.17 NOTE: ALL FINISH FLOOR GRADES AND ELEVATIONS ARE REFERENCES FROM DATUM FINISH FLOOR. VERIFY ADJACENT GRADES WITH SITE DEVELOPMENT. NOTIFY ARCHITECT IF CONFLICTS ARE FOUND SCHEDULE OF GENERAL DOTES RE: 1.OB -11 SCHEDULE OF KEYED NOTES RE :1.013-12 LEGAL DESCRIPTION 13 RE: 1.08 -13 n L_I__ O tl _ ALBERTSONS STORE NO. 44.01 REMODEL N.E.C. BELCHER ROAD & SUNSET POINT ROAD 1921 NORTH BELCHER ROAD CLEARATER, FLORIDA 34623 (CITY OF CLEARATER) SUNSET POINT RD. 113 113 ---------------------- - - - - -- - - - -- y� ---- - - - -�- - -- - 1 101 123 125 126 104 125 105 101 111 *---In� 138 125 126 �. 147 I ' 130 i i 104 108 I 127 111 , 150 I I 1 113 121 125 1 148 � !� 191 EXISTING ALBERTSONS i 115 ' 1 I I !I 1 �5 FOOD STORE IN OPERATION 122 1 I I THIS PARTIAL SITE PLAN REPRESENTS ONLY THE ALBERTSON'S PORTION OF THE SHOPPING CENTER 144 1 PROJECT AREA LOCATED AT THE NORTHWEST CORNER OF S.R. 584 AND EAST LAKE ROAD, OLDSMAR, FLORIDA I I 1 , I 101 141 C ARCHITECT CUHACI & PETERSON ARCHITECTS ENGINEERTECTION MR. ROTECTION VALKING CONSULTANTS, INC. ° 106 i I 1220 ALDEN ROAD 182 S. 600 EAST, SUITE 102 1 I 181 149 ORLANDO, FLORIDA 32803 SALT LAKE CITY, UTAH 84120 4 (407) 228 -4220 (801) 596 -1601 (407) 228 -4219 (FAX) (801) 596- 2561 (FAX) 109 I 1 I i I 153 I STRUCTURAL MR. FRED BOWEN OWNER'S MR. MICHAEL PORTER PROJECT ALBERTSONS, INC. L,1 ENGINEER= BOWEN ENGINEERING CORPORATION ARCHITECT: GENERAL OFFICES , 1528 VASSAR STREET 250 PARKCENTER BLVD. 101 ORLANDO, FLORIDA 32804 (407) 423 -7585 BOISE, IDAHO 83726 I (208) 395 -5271 150 1 ICI (407 ) 423 -4872 (FAX) (208) 395 -4530 (FAX) I 144 1 135 MECHANICAL MR. DICK GRAMLICH OWNER'S MR. GEORGE MEERDO ENGINEER: GRAMLICH AND ASSOCIATES CONSTRUCTION ALBERTSONS, INC. I I bg I 13150 SOUTH BELCHER ROAD MANAGER; 1051 WINDERLEY PLACE, SUITE 205 158 I LARGO FLORIDA 34643 MAITLAND, FLORIDA 32751 112 (727) X36 -0454 (407) 661 -4617 1 1 I (727) 530-5931(FAX) (407) 661 -4614 (FAX) i I I I ELECTRICAL MR. SAM EUBANK ENGINEER= COLWILL ENGINEERING, INC. TAMPA, FLORIDA DAM 33605E I(A I ` V// (813) 241 -2525 141 \ 136 JI (813) 241 -2424 (FAX) 1 I r � 108 138 1 119 107 122 % / i I ' I ,, / I ° / 113 7 CT T_ 7 7 7 T T_ -1 11RE - -L- _ - - -��1 1 1 1 -.L_ _LIRE - 1 O / I e t 1 / 122 I 1 122 107 152 112 152 122 138 122 152 107 138 104 �� / 103 - t / / 1 y 122 ® ® 117 ® ® ® Qv i ! y _ 141 ' // 1 1 138 ® ® ® N 122 / 150 1 y 103 117 113 / 1 104 117 O 122 y / ® ® 104 107 1 / i 120 137 y 137 I i / 107 ® 122 ® © 138 QI/ y 141 ! 107 y 138 137 1 m�� «�� - 1 138 107 / O 1 ® -N- �iL �iL�siLV �siL�s�L�si ��LUS�LU�iLV / / �- I 122 y y O y O *--,113 137 122 1 � 104 ' PIN 141 / 122 120 y y \\\ 137 / � 138 107 N. I 138 150 1 y - 11S O 7 flQ ® ® y 137 y IAA 118 I \ •nn / \v / / 122 I'mi 1 � 1 130 3w j / 130 / / RIGHT SCHEDULE OF DRAWINGS _ RE: THIS PROJECT 1.OA PARTIAL SITE PLAN & DETAILS 1.013 SCHEDULES & DETAILS 1.1A CODE REVIEW PLAN & DATA 1.1B CODE REVIEW PLAN (MEZZANINE) & DATA 1.2 ELECTRICAL SITE PLAN 2.1A SLAB PLAN 2.18 SLAB DETAILS 2.2 STRUCTURAL SHEET ZI & SCHEDULE OF SYMBOLS MATERIALS NEW EXISTING BRICK VENEER NEW EXISTING I ......... STUD PARTITION NEW EXISTING .........� MASONRY WALL NEW EXISTING :: ° ............. CONCRETE NEW EXISTING EARTH OR COMPACTED FILL NEW EXISTING DRAINAGE FILL NEW EXISTING METAL NEW EXISTING - _.._.. BATT INSULATION NEW EXISTING ® WOOD, CONTINUOUS WOOD, BLOCKING FINISHED WOOD NEW EXISTING ::.......::::..... GYPSUM BOARD NEW EXISTING .... PLYWOOD NEW EXISTING _ ................ _ _ FREEZER /COOLER ......•••• (NOT IN CONTRACT) NEW EXISTING � ................. RIGID INSULATION NEW EXISTING ..................... PARTICLE /FIBER BOARD NEW EXISTING MOISTURE RESISTANT BOARD SCHEDULE OF ABBREVIATIONS RE: ALL DRAWINGS 1.0, 2.0 & 3.0 SERIES A.B. ANCHOR BOLT I.D. INSIDE DIMENSION A.F.F. ABOVE FINISHED FLOOR IN. INCH & AND LBS. POUNDS ALUM. ALUMINUM MAX. MAXIMUM ARCH. ARCHITECTURAL MFR. MANUFACTURER BLDG. BUILDING MIN. MINIMUM B.O. BOTTOM OF MISC. MISCELLANEOUS BBRG. BEARING M.O. MASONRY OPENING It CENTER LINE MT'D. MOUNTED CFM CUBIC FEET PER MINUTE N.I.C. NOT IN CONTRACT C.J. CONTROL JOINT NO. NUMBER CMU CONCRETE MASONRY UNITS NTS NOT TO SCALE COL. COLUMN O.C. ON CENTER CONC. CONCRETE O.D. OUTSIDE DIMENSION CONT. CONTINUOUS OPNG. OPENING CYL. CYLINDER OPP. OPPOSITE DIAMETER O.S.B. ORIENTED STRAND BOARD EA. EACH PLTFM. PLATFORM ELEV. ELEVATION P.L.F. POUNDS PER LINEAL FOOT E.I.F.S. EXTERIOR INSULATING FINISH SYSTEM P.S.F POUNDS PER SQUARE FOOT FDN. FOUNDATION P.S.I POUNDS PER SQUARE INCH F.O.C. FACE OF CURB /CONCRETE RE: REFER TO, REFERENCE FROM F.O.M. FACE OF MASONRY REINF. REINFORCING F.F. FINISHED FLOOR REQ'D REQUIRED FT. FEET R.O. ROUGH OPENING FTG. FOOTING SIM. SIMILAR FR -S FIRE - RETARDENT WOOD TREATMENT SPECS. SPECIFICATIONS GA. GAUGE STL. STEEL GALV. GALVANIZED STRUC. STRUCTURAL G.I. GALVANIZED IRON OR STEEL SQ. SQUARE G.L. GLUE LAMINATED STRUCTURE T & G TONGUE & GROOVE MEMBER T.O.C. TOP OF CURB /CONCRETE GYP. BRD. GYPSUM BOARD T.O. TOP OF 3.OA FLOOR PLAN T.D. TOP OF DRAIN 3.013 FLOOR PLAN (MEZZANINE) & DETAILS H.C.A. HEADED CONCRETE ANCHOR TYP. TYPICAL 3.00 FLOOR PLAN DETAILS H.M. HOLLOW METAL 3.1A DEMOLITION PLAN HORIZ. HORIZONTAL VERT. VERTICAL 3.113 DEMOLITION PLAN (MEZZANINE) & SCHEDULES HR. HOUR U.D.L. UNIFORM DISTRIBUTED LOAD 3.2 EXTERIOR ELEVATIONS & DETAILS HT. HEIGHT W/ WITH 3.3A ROOF PLAN + HVAC HEATING VENTILATING AND W.P. WEATHERPROOF 3.36 ROOF PLAN DETAILS AIR CONDITIONING W.W.F. WELDED WIRE FABRIC 3.4 WALL FINISH SCHEDULES & DETAILS, 3.5A INTERIOR ELEVATIONS 3.56 INTERIOR ELEVATIONS 3.6A FLOOR FINISH PLAN 3.613 FLOOR FINISH PLAN (MEZZANINE) & ;DETAILS 3.7A REFLECTED CEILING PLAN 3.713 REFLECTED CEILING PLAN (MEZZANINE) & DETAILS 3.7C REFLECTED CEILING PLAN DETAILS 3.8A DOOR SCHEDULES & DETAILS 3.813 WINDOW TYPES & DETAILS 3.9A EQUIPMENT PLAN & SCHEDULE 3.9B EQUIPMENT PLAN (MEZZ.), SCHEDULE & DETAILS 3.10 PHASING PLAN 3.11 MERCHANDISED FIXTURE PLAN 3.12 TEMPORARY FACILITIES PLAN 4.OA WASTE & VENT PLAN 4.OB WASTE & VENT PLAN (MEZZANINES) & DETAILS 4.1A WATER & GAS PLAN 4.18 WATER & GAS PLAN (MEZZANINE) 4.2A WASTE & VENT RISER 4.26 WASTE & VENT RISER 5.OA MECHANICAL PLAN 5.013 MECHANICAL PLAN (MEZZANINE) 5.00 MECHANICAL DETAILS 5.1 CONTROLS & SCHEDULES 6.OA REFRIGERATION PLAN 6.08 REFRIGERATION PLAN (MEZZANINE) &, DETAILS 6.00 HOT GAS PIPING & PROBE LOCATION 6.1A REFRIGERATION WIRING DIAGRAMS 6.1B REFRIGERATION CONTROL WIRING DIAGRAM 6.2 REFRIGERATION SCHEDULE 7.OA REFRIGERATION & HVAC PLAN 7.013 REFRIGERATION & HVAC PLAN (MEZZANINES) & DETAILS 7.00 REFRIGERATION & HVAC PLAN (ROOF) 7.1A LIGHTING PLAN 7.18 LIGHTING PLANS (MEZZANINES) & DF�TAILS 7.1C LIGHTING SHEDULES & DIAGRAMS II 7.2A POWER PLAN 7.28 POWER PLAN (MEZZANINES) & DETAILS 7.2C POWER PLAN NOTES 7.3A PANEL SCHEDULES 7.36 PANEL SCHEDULES 7.4A ELECTRICAL DIAGRAMS 7.4B RISER DIAGRAM 7.4C DISTRIBUTION PANELS ELEVATIONS AND SCHEDULES 7.5 ELECTRICAL SCHEDULES 7.6A DEMOLITION PLAN 7.6B DEMOLITION PLAN (MEZZANINE) r 8.OA FIRE PROTECTION PLAN j 8.OB FIRE PROTECTION PLAN DETAILS, & i SCHEDULES 8.1A FIRE PROTECTION PIPING PLAN 8.113 FIRE PROTECTION PLAN, SECTION, & DETAILS MATERIALS RE: ALL DRAWINGS 1SYMBOLS1' r . DETAIL <�- TITLE 1._0,. � -SCALE RE= 1.0 -8 �--- REFERENCE SHEET (1.0),REFERENCE DETAIL, SECTION, PLAN, NUMBER ( -8) BUILDING SECTION 3.1 -1 3.1 -1 < SECTION NUMBER SHEET NUMBER WHERE DRAWN 3.1 -10 PARTIAL SECTION PARTIAL SECTION NUMBER 3.96 -1 � SHEET NUMBER WHERE DRAWN 3.96 -1 DETAIL CAL OU NUMBER L T SHEET NUMBER WHERE DRAWN l ROOM TITLE MAIN SALES ROOM NUMBER 101 DOOR NUMBER, RE: 3.8 -25 1 (DOOR SCHEDULE) O WINDOW NUMBER, RE�3.8 -27, DA O (WINDOW TYPES) O 000 SPOT FINISH GRADE ELEVATION KEYNOTE, EQUIPMENT ITEM, PER 310 SCHEDULE SHOWN ON THAT SHEET FINISH PER SCHEDULE SHOWN ON OTHAT SHEET q pp COLUMN, BUILDING GRID FINISH ELEVATION 100' -0" INDICATES HIDDEN CONDITION ABOVE, BELOW, OR BEYOND CENTERLINE, WITNESS LINE, LIMIT LINE, EXTENSION LINE j D I � j MAR 0 7 2001 I P!1';NitdiPYs S U�E-•V:::7. .I �ri`c>` d 1 SY; S! I Ci1-1 C}r CI,E:,4: }JATE 9.0 EMERGENCY MANAGEMENT SYSTEM i& DETAILS F1,_ ISSUED= CRITERIA/PERMIT REVIEW 3/5/01 BID ISSUED= REVISIONS= iii Izi F 4v CONSULTANT o� N a C4 c co O N MO N � O M do- •� Uo XX t'_ Q 0 -- U) N a) U O N t � U a CL Ld U Li.l ® =Q 1� ^�O oWo Zia O O U I.L. Q YZm LLJ ��o U* N W D rnrn V1 O� r < W .WUO3� O JJO� z af W W � A W ,,nn Vl ZU�WIL V /W�< LL WU�<>- W cq W � U v DRAWN CHECKED NG ML JOB NO. 200077 SHEET TITLE PARTIAL SITE PLAN ' Ot DETAILS SHEET 4 P CONCRETE CURB, RAMP & SIDEWALK IN BUILDING CONTRACT. RE: 1.0 -1--A L W � U v DRAWN CHECKED NG ML JOB NO. 200077 SHEET TITLE PARTIAL SITE PLAN ' Ot DETAILS SHEET 4 P CONCRETE CURB, RAMP & SIDEWALK IN BUILDING CONTRACT. RE: 1.0 -1--A DRAWN CHECKED NG ML JOB NO. 200077 SHEET TITLE PARTIAL SITE PLAN ' Ot DETAILS SHEET 4 P CONCRETE CURB, RAMP & SIDEWALK IN BUILDING CONTRACT. RE: 1.0 -1--A r t • W C) c1r) z , - 1 .� /' t `% , 1 ``% 1 r � 1 1 i ,� I**-%`% 1 ® % t t `♦ t `% 1 `% 1 �` .t t t t i 1 1 � 1 � t ®. I f I 1 t 1 .� t dolo op I t0 t / I i 1 =r. ' I a f- IvI-rAq,:77 ! .33 I _ � �f - f 1 E .✓ �� =.".__ • • ,s a s 1 s _ t s t 1 f -7 ..._.. -_ t �Q U W_ - l7 • • a a Ua (p O'rA- I� �Cp fi�'U cCL V- j(-r- .r.PJ 1.,f -7 - -�! Y n •rr- . 1 W L-i- J, - � •'--T'�cY 4c) - -Tztr- 11-0 .iz�� .t; �-r 4-0 . FZ-T- 0 O `` `♦ r C0 �V C3 `\ �V V. I Hco 'I I rM-- �? -f `♦ :i � r � � I I I I I I I `♦ x r i l- •• Iry1� � 1��-, � � ```�f,' ,moo �/' T,/� (/� \��j�'��//'' �A � -g�I�'.�t.O,� . ' _ �p 1�� - - �-- ?�S �� : ' �,. m/4 Z`;�Jo 0 :,T�P(W, COO I OLD COACHMAN RD. i� r� 4:. I`o�r>g LANDSCAPE LEGEND #201 -062 STAKE QTY CODE BOTANICAUCOMMON NAME SPECIFICATIONS GUY WIRE 95 FP Ficus pumila full, 10- 12'stk, lg,,6' oc, TREE TRI.Ni1C Creeping fig top of stake to touch wall 1`(P VAS 12 IV3 Ilex vomitoria 8-10'x 4-5', 2' c, mt, 3 tr, spec, female v' Yaupon holly 27 LIT Lagerstroemia indica x fauriei Tonto' 8_10-x5_7-,2-2Y2-c, 30g, mt BLACK I^OSE OR STRAP IN FIGURE 8 AT Tonto red crape myrtle a 286 LCR Loropetalum chinense var. rubrum `Ruby' 24- 30'oa, 3g, 36'oc protected. Ruby loropetalum �? -f `♦ :i � r � � I I I I I I I `♦ x r i l- •• Iry1� � 1��-, � � ```�f,' ,moo �/' T,/� (/� \��j�'��//'' �A � -g�I�'.�t.O,� . ' _ �p 1�� - - �-- ?�S �� : ' �,. m/4 Z`;�Jo 0 :,T�P(W, COO I OLD COACHMAN RD. i� r� 4:. I`o�r>g LANDSCAPE LEGEND #201 -062 STAKE QTY CODE BOTANICAUCOMMON NAME SPECIFICATIONS GUY WIRE 95 FP Ficus pumila full, 10- 12'stk, lg,,6' oc, TREE TRI.Ni1C Creeping fig top of stake to touch wall 120' Ty P. 12 IV3 Ilex vomitoria 8-10'x 4-5', 2' c, mt, 3 tr, spec, female v' Yaupon holly 27 LIT Lagerstroemia indica x fauriei Tonto' 8_10-x5_7-,2-2Y2-c, 30g, mt BLACK I^OSE OR STRAP IN FIGURE 8 AT Tonto red crape myrtle a 286 LCR Loropetalum chinense var. rubrum `Ruby' 24- 30'oa, 3g, 36'oc protected. Ruby loropetalum 27 QV Quercus virginiana 15 -16'x 7 -9', 4 -4%7c, 100g 12 CA4JGE GALV. aZRE -� Live oak QLASTIC FLAG --'C \ 764 RI Rhaphiolepis indica 12 -15'x 15 -180, 3g, 30'oc MULCH AS Dwarf Indian hawthorn SLOW RTLEASE FERTILIZER TABLETS 1249 TAB Trachelospermum asiaticum'Bronze Beauty full, 1g, 24'oc parkins.- storage of meter5.als sad Bronze Beauty Asian jasmine CACKFILL AS - 394 VOB Viburnum obovatum `Select' 20- 24oa, 3g, 36'oc EASCIFIED Select Walters vibumum w f► SSP Stenotaphrum secundatum 'Palmetto' whole, solid pieces, as required, galatisg. vegetation res,aining, after O Palmetto St. Augustine grass denoted w/ graphic stippling and/or'sod' O' Pine bark medium nuggets mulch cy at 3' depth grubbing for baildlag-pads, structuress LANDSCAPE NOTES I - Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape right of may. ptrlisp•area&- and notes and legend. Plans shall rule if there are any discrepancies in material quantities. All quantities to be verified. -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. Il— -LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. 1) -LC shall be responsible for supplying all materials, labor and equipment for the performance of their portion of the work. REMOVE ALL NONSIODEGRADEASLE -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair /replacement. prncsew o1 tba dtwalopomt._ - Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal/addition is not permitted within driplines. BLANTIM HOLE TO CE aIDER FOR ROOTBALLS UNDER 3'•OIA. - Round -Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be 24' 40- HIOSR FOR ROOTEALLS OVER -3' DIA. replanted. Extreme care shall be taken to prevent oVerspray and/or drift onto existing plant material to be saved. Mfr's TREE -PLANTING/GUYING DETAIL recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to installation of plants. qAT TO `SCAL'E Resprouting weeds and plants are the responsibility of the LC through the one yearwarranty period. , . -Ali plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of Plant Industry, State of Florida, unless otherwise noted. Trees up to 4" caliper measured at 6" above soil line & over 4" caliper at 12" above soil line unless otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (4 I 1/2' unless otherwise noted). All rootballs and containers to be free of weeds and their roots. s=, pextApi, coest=r -t10% dada bsavy - Planting soil of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required "only if existing soil is unsuitable for planting and /or contains lime rock or construction debris (to be removed). -Trees shall be installed so their top root is visible and 2" above finished grade. Do not apply the 1 %Z" of mulch to the top of the rootball until after inspection of each tree. - Landscape architect is not responsible for adverse soil or drainage conditions, determining sub - surface soil conditions, ttCtn• . tba •wa -"laafi ef' 41 a d tr t , underground objects /utilities or the accuracy of property lines or information portrayed on surveys or on documents or plans provided by others. l - Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways ABBREVIATION LEGEND extending perpendicularly from the surface edge for a minimum distance of 18". b &b balled & burlapped -All palms, trees, shrubs and groundcovers shall be fertilized with Agriform 20 -10 -5 or SierraTah-- 16 -8 -12 planting tablets. One bt boots tablet/ 1 gal, 2 tablets/ 3 gal, 3 tablets/ 5 or 7 gal, 4 tablets/ 10 gal and one tablet/ each 1/2" of tree trunk diameter. Application bpp bibb4 per pot shall be as per the details and mfr's recommendation. Four inch containers and smaller to receive one teaspoon Osmocote 16-6 - W5 1me4411• -. tbw-e4VtXA &V VAt tvo,: c . caliper 12 Customblend for Florida in each hole. to mulching. cnp can4y -Apply Ronstar or approved equal to all planting beds following mfr's. recommendations after planting and prior coil collected -All planting beds and trees to receive med. pine bark mulch. All rootballs of trees (which require 4 foot wide mulch rings in turf cunt cont ;finer areas) shall be mulched to a 1 Y2" depth following inspection. All other planting beds to receive a 3" depth. Mulch shall not touch ct dear trunk trunks or stems or be applied within the crowns of groundcovers or over their branches or foliage. cy cubic yards -LC to maintain all plant material in a plumb, upright and stable condition. All trees/palms to be guyed/staked as per details. dia diamtter exstg existing -LC to remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. glasfv tape• tla;�#aso - fg field grown -LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. ftg full to ground I -LC to provide a one -year warranty for trees /palms, three months for shrubs; groundcovers & vines and thirty days for sod. g gallon Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of ht height the warranty period. Replacement plant material shall be warranted for ninety days (sod for thirty days) from replacement date. �.• -c F hvy heavy If linear feet C1LMJ R00TC LL Ivs leaves mt mufti-trunk Warranty shall apply only to material that dies due to poor quality, improper handling or installation practices. Generally, material oa overall transplanted on -site shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the CL W RELEASE FERTILIZER oc on cgnter owner's responsibility during the warranty period. - C sf square feet - Hedges to be maintained at a 4' height. spd spread height. -Crape myrtles shall not ever be pruned to limit their Spec spectmen sst single straight trunk - Provide 100% coverage of all landscape areas using automatic underground irrigation system with rain sensor. available from native plant nurseries. Call 877.353.2366 / www.afnn.oro for locator. St single bunk Note: VOB elect Walter's vibumum _- R stk staked in pot stm sternh GbJ CITY OF CLEARWATER LANDSCAPE CODE NOTES trl trellis tr trunki - Alpine trees on site to be removed so they can be replaced with shade trees. No other trees to be removed. trans transplant Shade trees provided: 27 QV TMDE9 FILL O`R SIRGRADE typ typical Flowering trees provided: 39 (12 IV & 27 LIT) Plant materials selected to coordinate with proposed Albertson Express site to the north. 1. T STAKE GUY WIRE TREE TRI.Ni1C 120' Ty P. v' d PLAN BLACK I^OSE OR STRAP IN FIGURE 8 AT a STAGGERED LOCATIONS ALONG TRUNK protected. GALV. TURNBUCKLE 6' LONG 2. T 12 CA4JGE GALV. aZRE -� SAUCER AT EDGE OF ROO76ALL QLASTIC FLAG --'C \ MULCH AS SLOW RTLEASE FERTILIZER TABLETS EpECIFIED parkins.- storage of meter5.als sad AS SPECIFIED CACKFILL AS - FINISH GRADE V BELOW ROOTBALL EASCIFIED w f► pRESSUrtr TREATED WOOD STAKE OR galatisg. vegetation res,aining, after O REEAR -. -.THIN MULCH RING O' REMOVE BURLAP FROM TOP 1/3 grubbing for baildlag-pads, structuress •4 • ai. I OF RO)TBALL right of may. ptrlisp•area&- and Il— 1) lip REMOVE ALL NONSIODEGRADEASLE prncsew o1 tba dtwalopomt._ COVERINGS BLANTIM HOLE TO CE aIDER FOR ROOTBALLS UNDER 3'•OIA. R00 ?5s..:. 011TAMPEQ FILL OR SUBGRADE 24' 40- HIOSR FOR ROOTEALLS OVER -3' DIA. TREE -PLANTING/GUYING DETAIL qAT TO `SCAL'E 1. T Tree•protection ahall be prodded . ., as oho." A An d In general area of trees to be protected. 2. T Trees. and clusters of trees shall be marked and physically protected from w w parkins.- storage of meter5.als sad secondary utility line locations. w w f► 2. g galatisg. vegetation res,aining, after O O' grubbing for baildlag-pads, structuress right of may. ptrlisp•area&- and sisslficast grade cbaags& she be. - protacts4 dsriag;.trw construction prncsew o1 tba dtwalopomt._ ♦.. E E1 bulls radtnst to br, WaTucted' f!^ e e; o"Irw d9ipiinsa , , . . Batriern.eo• gemmed+ im plaoe> untlli I I s=, pextApi, coest=r -t10% dada bsavy eysdls=n- iii osa' Or. taro&. , �: t ttCtn• . tba •wa -"laafi ef' 41 a d tr t , ly�y oau e* • 1•rax X• oseoers: �c . T. W W5 1me4411• -. tbw-e4VtXA &V VAt tvo,: cwnr4s:: of: r rrptbT! W1tX ysll0V- glasfv tape• tla;�#aso - - s' t•nu, Typical' Tree Fr-otecffi rr-Uataii "IDT TO• aCA•LE �.• -c F FINISH GRADE I" C1LMJ R00TC LL KULCH AS SPECIFIED 4 ��•� K CL W RELEASE FERTILIZER - C TABLETS AS SPECIFIED _ VACKFILL AS SPECIFIED ='ll •' _ _- R REMOVE ALL NONBIODEGRADEAB" COVERINGS X 2X TMDE9 FILL O`R SIRGRADE 0 n UOT TO Cam$ i ` k, `♦4% I t ' 1 / -- - - - - -- ----------------------------- - - - - -- --------------------------------------- - - - - -� . �' ,j< • „- `,iI __ ” -_ _ CSC -_' -• "`t',�j LANDSCAPE PL � Z its in 30' -011 GG O 0 n ^ MU � � ' j �� %i I-"l..r1:lt:.4', tR., i.E9=��Ji=L0,-, _,_-M S 47 ti � U E;� L'--rJ� cS S- Vii':'"56� ISSUED: CfdTERM/F 'T REV07 3/5/01 BID ISSUED: REVISIONS: 2 z5 G A�Lli5- G-r[�u N DG.o�l1rIZ5 CONSULTANT s a m m s m P. a � <e a N �o = � s �• @ e E' ��-•'1 ° W w m u Q+ 1 5 .. c. T 03 C7�° m x� 30 we` Z A x� s° v A W y ►-� •o N Z T 3 00 u j } 1 ° U c p. SEAL „aa.awe4 e, i , 0:0 Ro CAI C� N L qt W4:r 0 VS � �o a —in N N N CN ANN !1 � a ,v1" 1V I i�1 D •- Im M! u.L Zr_ O C� S I�A1' l� C� Q l __ ciw 0 LL f-= O OTC ZMC3 a ae� I.Li O O %0 QZ f.� W Z ~ E NO 00 UcoN LIJ V) 0 ir 0 Q LIB ' d-Q T_< = .W- off 0 U J QC ��JLL. W w V) rr W A V) 3 —J ZU =WU 0 F- V) LLj < �Im 0?,:"0 W ZW W U < >— in 0 V— W F_ 0 r < V'U" a �► 0 DRAWN CHECKED d PIG ML JOB NO. 200077 SHEET TITLE LANDSCAPE PLAN L SHEET VU 4 � 0 QD) SEAL „aa.awe4 e, i , 0:0 Ro CAI C� N L qt W4:r 0 VS � �o a —in N N N CN ANN !1 � a ,v1" 1V I i�1 D •- Im M! u.L Zr_ O C� S I�A1' l� C� Q l __ ciw 0 LL f-= O OTC ZMC3 a ae� I.Li O O %0 QZ f.� W Z ~ E NO 00 UcoN LIJ V) 0 ir 0 Q LIB ' d-Q T_< = .W- off 0 U J QC ��JLL. W w V) rr W A V) 3 —J ZU =WU 0 F- V) LLj < �Im 0?,:"0 W ZW W U < >— in 0 V— W F_ 0 r < V'U" a �► 0 DRAWN CHECKED d PIG ML JOB NO. 200077 SHEET TITLE LANDSCAPE PLAN L SHEET VU 4 � 0 QD) I I I I I ------ )�— qLYFTaK C04.10 3: n 04��?) ro-5 r05 I Boo REPLACE Company VIBURIUM Z4-" Rcjp--,'e 0, 17- OX r-4.-z4 • ....... ... L3 VALLEY I.E=� AJ I P.O. Box 2257 Mail Code 5033 A -75 LF EMOVE-:�o �E/ F Clearwater, Florida 34617 (D7 . ..... 41 G3.7 Q) s, CONC" 77 7 7t�J ........ . VVITH BERRY General Telephone U, lu ro&ze I= 151, Rc-P e -'Z5 Bob Karn 151 D EWN-L V- Va ....... (813) 443-9268 • ED FLORIDA PRIVET CID) U5 K C Y H G F CYPRESS 0 • O. -4:1 4" Z KIC. CO PIL-P�IREID END -T ro BE X� REMOVED -W tiffli , , IE CoC-c3o ZG4.150 roz.31- EF j .may 8.z F= N4 I- H J G5 ..':- f L (9 0 . �:4:-t%�`-- W HA NC I U K Doc K, W S-7 4 T6 EX W • '(F -7 0 \ Eno ED (L.P) .7- " P OOF :U�50MF DRAIN e 1 6% I.F-. E59-S9 ZO LF B" PVC ROO ORAIN e 1.5G% -G5. I A�!P—RECEeeE LOADINChRE&,7 7Y E"J-000"ItQLV---T .............. -4 LOADI Nq I -GO SO (N E- sw j 50 DOCIK COOZO(SIE) 81, Pvc F=eA-rHE=-R 5/4" A5PH LT OVERLXY INTO e)xi in,c Pave menk. I J Mr�'* IN G-3.40 'CGB9� .1-7 47 G4. fc .41 G5 -7S jj .0 Q. 0 P5.qoa --- Z�� Gt. (NW) er BE 4 po REN'10V Dy Z4" RCP e 8 P17 c� F- c' s �'Esel) Lij 0 H. ',,--G4LF:1 "RCP 80 54 G7.Z-7 G-7 t C'2 G-Z. 09 (E:) (S r=) (20. KN Ly L9 P, ROAD Tr TYPE "J-010" INLET DETAIL- 15HEE-r) G5.9z (5D 1.4 % 1.E. GZ,s4 • 0 -Z -3 1 V/4 BEND ).E,ro0.04 IG4 LF U N DE RORAJ N (2 O.GZ% ISO 11 1 11 SIMON i I F=eA-rHE=-R 5/4" A5PH LT OVERLXY INTO e)xi in,c Pave menk. I J Mr�'* IN G-3.40 'CGB9� .1-7 47 G4. fc .41 G5 -7S jj .0 Q. 0 P5.qoa --- Z�� Gt. (NW) er BE 4 po REN'10V Dy Z4" RCP e 8 P17 c� F- c' s �'Esel) Lij 0 H. ',,--G4LF:1 "RCP 80 54 G7.Z-7 G-7 t C'2 G-Z. 09 (E:) (S r=) (20. KN Ly L9 P, ROAD Tr TYPE "J-010" INLET DETAIL- 15HEE-r) G5.9z (5D 1.4 % 1.E. GZ,s4