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Home My WebLink AboutVII (C) B.P. Amoco #60677 (Silver Star Road) Waiver Requests, Case No. SS-2001-009 Agenda 4-16-2002 Item VII C "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE•. MAYOR•LUMMISSIONER Ocoee S. SCOFF VANDERGRII'r 0 CITY OF OCOEECOMMISSIONERS •� a Q 150 N. LAKESHORE DRIVE. DANNY HOWELL OCOEE, FLORIDA 34761-2258 SCO7"r ANDERSON RUSTY JOI INSON � (407)905-3100 NANCY J.PARKER fF•Op GOOD`N Cnv MANAGER JIM GLEASON STAFF REPORT DATE: April 10, 2002 TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Principal Planner j THROUGH: Russ Wagner, AICP, Director of Planning SUBJECT: BP Amoco (Silver Star Road) Small Scale Site Plan Waiver Requests ISSUE: Should the Mayor and City Commissioners approve eleven waivers as currently requested on the proposed site plan for a BP Amoco station at the corner of Silver Star Road and Clarke Road? BACKGROUND: This BP Amoco station will be located at the northeast corner of the intersection of Silver Star Road and Clarke Road. This site has an existing Special Exception approval for a gas station which, over the past few years, has expired, been re-approved and/or extended multiple times. Various site plans have been reviewed for this gas station, but none have been approved. In order to proceed further with the current site plan, a total of eleven waivers from Code requirements need to be approved by the City Commission. The City Commission has sole discretion to approve waivers from Code requirements. DISCUSSION: Since this is a Small Scale Site Plan (less than 25,000 square feet of building), the City Commission will not be reviewing the site plan for approval. The City Commission will be reviewing only the waiver requests. After the City Commission takes action on the waiver requests, Staff will complete its review process on the site plan, making sure that it is consistent with all Code requirements except the waivers that are approved by the City Commission. The current site plan includes a Waiver Table describing a total of eleven waiver requests from Code requirements (a copy of the waiver table is attached to this report). The Applicant believes that all of those waivers are needed because of unique site constraints. Of those eleven waiver requests, five are of a nature where similar waivers have been granted by the City Commission in the past, based on off-setting public benefits. The other six waiver requests have either not been approved by the City Commission in the past, or if similar waivers have been approved, th circumstances were different than in this case. POW, April 10,2002 Honorable Mayor and City Commissioners Page 2 Waivers which have typically been approved by the City Commission The FDOT recently purchased land along the Silver Star Road frontage of this site to accommo- date construction for the widening of that road. The current site plan also provides 10' of additional road right-of-way, to be dedicated to the City, for the future widening of Clarke Road. Due to these unique site constraints, the site is smaller than it was when it was originally platted. Waivers # 1, 2, 5, 9 and 10 on the attached copy of the waiver table are related to setback and buffer requirements. The City Commission has approved waivers from setback and buffer requirements on other site plans in the past where there has been an off-setting public benefit, such as providing additional road right-of-way (similar to this case with Clarke Road right-of- way). Waivers which have not typically been approved by the City Commission Waivers #3 and 4 on the attached copy of the waiver table are related to Code requirements for the size of signage on the building. The City Commission has not approved waivers from these requirements in the past. The Code language which is disputed by the Applicant has already been amended once, and approved by the City Attorney and the City Commission to clarify its intent. That language was considered to be appropriate and acceptable to the City Commission to ensure that the size of signage permitted remains in proportion to the size of the building. Those requirements have been consistently applied for signage on all sites since the ordinance was adopted. Waiver # 6 is related to the intensity of the lighting on the site. The Code limits light intensity to an average of 3.5 foot candles and a maximum of 10 foot candles for service station sites. Orange County recently adopted a maximum standard of 30 foot candles for service station sites. The City Commission approved a waiver to allow the lighting at the Hess station on South Maguire Road to match the lighting at the Mobil station, located within the same PUD, which is in the range of 30 to 35 foot candles. However, this site plan shows a maximum intensity of 62.7 foot candles, which is double the intensity allowed by the County and approved for the Hess station. The new BP Amoco station at Dean Road and SR 50, which has been used as an example for this station, was approved just ahead of the Orange County Code going into effect. The current site plan package shows that the parking lot light fixtures will have flat lenses (Sheet 16), but there is a cut-sheet in the package which shows light fixtures with rounded sag lenses which are not permitted by the Code. If the Applicant intends to use fixtures with sag lenses as shown on the cut-sheet, then an additional waiver would be required to allow that type of light fixture. Waiver # 7 is related to the requirement that at least 10% of the vehicle use area be landscaped areas — the site plan provides only 6.9%. This requirement has been consistently applied on all small scale site plans and the City Commission have never granted a waiver from it. Waiver # 8 is related to the requirement that the gas pump canopy be attached to the main building and integrated into the architectural roof design. When the Hess station was approved, a waiver was granted from this requirement only because it was part of a PUD and the other gas station within that PUD (Mobil) did not have an attached canopy — it was approved to maintain consistency within that PUD. In this case, the BP Amoco station is not part of a PUD and there is not another gas station within the subdivision. It was suggested that an alternate design be used with a separate connecting structure to provide cover for customers walking between the gas pumps and the main building, but the Applicant did not want to follow that suggestion. April 10,2002 Honorable Mayor and City Commissioners Page 3 Waiver # 11 is related to the requirement that landscape islands separating two perpendicular rows of parking must be large enough that one parking space does not face the side of another parking space. This is part of a standard related to the size of a landscape island located at the point where two perpendicular rows of parking meet. Landscape islands are required at the end of each row of parking, with a minimum of 180 square feet in each island. At the point where two perpendicular rows of parking meet, two islands would be required for a total of 360 square feet of area combined into one island, with the provision that in no case shall one parking space face the side of another parking space. This requirement has been consistently applied on all small scale site plans and the City Commission has never granted a waiver from it. Attachments: Copy of Waiver Table from the current site plan submittal BP Amoco Site Plan,date stamped received April 10,2002 O:\CALEXANDER\ALL_DATA\CAPDFILE\S1af Repods\SR2002\SR02013 CC.doc LIFT STATION, ELECTRICAL RISERS, METERS AND A/C EQUIPMLN I, IRASFI BIN, THE / BENCH, BIKE RACK, ETC) SHALL BE PAINTED BLACK. UNE MAT -16. ALL UTILITIES SHALL BE PLACED UNDERGROUND PER ART. VI SEC. 6-14 C.1 (iv) PR PAGE 18174.12 OF THE CITY CODE. BUS ACC TO 17. AN IRRIGATION SYSTEM IS PROVIDED TO PROVIDE 100%< COVERAGE OF ALL LANDSCAPE cot AND GRASS AREAS ON THE SITE. SEE SHEET 9 FOR DETAILS. DIS( 0TH NO1 FD T TENANCE OF TRAFFIC NOTE: CAE ALL CONSTRUCTION WITHIN THE FDOT RIGHT—OF—WAY WILL BE LIMI PERFORMED IN ACCORDANCE WITH THE MAINTENANCE OF TRAFFIC REC REQUIREMENTS DESCRIBED IN INDICES OF THE FDOT ROADWAY MA1 COI AND TRAFFIC DESIGN STANDARDS. PDI BP, AWAIVER TABLE �� pE CODE SECTION CITATION CODE STANDARD PROPOSED STANDARD JUSTIFICATION FOR WAIVER A LAND DEVELOPMENT CODE MINIMUM REAR 5' REAR SETBACK REDUCED SITE DEPTH 1I/ ARTICLE V, TABLE 5-2 SETBACK 20' DUE TO FD0I IMPROVEMENTS ORDINANCE No. 2000-22 10' LANDSCAPE 5' LANDSCAPE BUFFER DUE TO 5' REAR SETBACK C. ‘ ART. VI, SEC 6-14C-2-C(1) BUFFER AROUND AT REAR OF BUILDING WILL COORDINATE WITH K 3 BUILDING ADJACENT DEVELOPER _.. ., ORDINANCE No. 2000-22 MAXIMUM BLDG SIGN SIGN HEIGHT 5'-0" THIS SIGN IS CORPORATE LOGO �=.� ART. VI-SEC 6-14O-5-D(i) HEIGHT 3,0 FT ROUND FOR BP AND IT IS A HELIOS AND r' WIDTH 12 FT AREA = 21.90 IS A CIRCULAR SIGN. THE SIGN AREA 36 Sr MEETS THE AREA CRITERIA, BUT / THE DIMENSION LIMIT CAN NOT BE MET. J/ ORDINANCE Na 2000-22 STAFF INTERPRETS AS SHOWN ON SITE WE INTERPRET THE CODE THAT SE ART. VI-SEC 6-14C-5-D THE CODE TO MEAN 1 SIGNAGE PLAN. THE COMBINED SIGNS FACING THE �/ sof SIGN PER BUILDING SILVER STAR STREET SHALL BE _< THAN 1 SF FACE 'ALLOWABLE SF=80 SF PER 1 LE OF BUILDING FRONTAGE 1 (VVES PROPOSED SF=622 SF WITH NO INDIVIDUAL SIGN CLARKE ROAD EXCEEDS 36 SF. 'ALLOWABLE SF-36 SF E. PROPOSED SF=28.5 SF )PEN ORDINANCE No 2000-22 BLDG OPEN AREA 5' SIDEWALK SHIFTING BLDG EAST REDUCES S ART. VI-SECRT SEC6-14C-1-C(0 MINIMUMPE 10 FEET WIDE 0' LANDSCAPESI BUFFER SIFTINGSETBACK WEST 5'S THANPUSHES AND ART. V. SEC 6-14C-2-A(111 OPEN AREA ON WESTING SIDE OF CARS IN FUEL TANKER PATH AND AND ART. V, SEC 6-14C-2-A(IJ) BUILDING CREATES A SAFETY ISSUE. N l ORDINANCE No. 99-23 3.50 FOOT CANDLES FLORIDA STATUTES REQUIRE I n I ART. VI-SEC 6-14C-2-i(W➢) AVERAGE OVER ENTIRE SEE PHOTOMETRIC PLAN HIGHER MINIMUM LIGHTING l�^T// SITE LIGHTING SITE-WTH A 10 FOOT LEVELS. PROPOSED PLAN MEETS IOWN CANDLE MAX THE THE CIII GHT ONTENT SITE OF KEEPING GLARE. /\ Sc'THE q' ORDINANCE No. 2D00-22 10% GREEN AREA OF 6.91% GREEN AREA REDUCED SITE AREA DUE TO / DA1 Y FOR dr l ART. V-SEC 6-14C-2-D(ili) INTERNAL VEHICULAR FOOT IMPROVEMENTS AND AREA USE AREA NEEDED FOR TANKER MOVEMENT DE I ARKE ORDINANCE No. 2000-22 CANOPIES FOR GAS CANOPY TO BE STAND CANOPY IS A SOLAR CANOPY 'N ART. )A-SEC 6-14C-I(i) PUMPS SHALL BE ALONE WHICH PROVIDES ELECTRICITY TO DR' ATTACHED TO MAIN BLDG THE FACILITY. ALSO TO ATTACH 1E � THE CANOPY TO MAIN BLDG CHI H AN wow D CREATE A SAFETY ISSUE D BY A _ - WITH THE SOLAR PANELS. DR AS OF LAND DEVELOPMENT CODE MINIMUM FRONT BLDG 44.37 FRONT RI DC REDUCED SITE DEPTH DUE TO 0. ART. V. TABLE 5-2 AND ART. , SETBACK 50' SETBACK FOOT IMPROVEMENTS REQUIRING EC.IION � V SEC 6-14C-I-A(V) THE PURCHASE OF 18' OF R/W ALONG SILVER STAR ROAD. VIS ORDINANCE NO. 2000-22. ART. MINIMUM FRONT YARD 1293 FRONT YARD REDUCED SITE DEPTH DUE TOitr /(0 V, SEC 6-I4C. 2-B(1) LANDSCAPE BUFFER 25' LANDSCAPE BUFFER FOOT IMPROVEMENTS REQUIRING THE PURCHASE OF 1% OF R/14 ION ALONG SILVER STAR ROAD S LAND DEVELOPMENT CODE LANDSCAPE ISLAND TO SIDEWALK AND 252.5 SF MINIMUM PARKING ALREADY I1 ART. VI, SEC 6-14G.1J(ii) SEPARATE PERPENDIC- LANDSCAPE ISLAND TO REDUCED AS INDICATED MEETING �� PAGE 18174.8 (2ND PARA.) ULAR ROW OF PARKING SEPARATE PARKING CODE WOULD RESULT IN EVEN OF IV LESS PARKING CWAY. ��-/� /� "� _ IL 2 s SURVEYOR: LAND AND SEA SURVEYING CONCEPTS, INC. 1605 CHASE HAMMOCK ROAD MERRITT ISLAND, FLORIDA 32953 (321) 454-6310 RESPONS/BLE FOR.• CIVIL PLAN: SHEET 3 ITEMS INCLUDED NOTED BY *. Il F F F onvenience F i e Project 2800' lof'50 BAST SILKIER STAR BUILDING ARCHITECT: WD PARTNERS 1201 DUBLIN ROAD COLUMBUS, OHIO 43215 (614) 221-0840 CANOPY MANUFACTURER: MCGEE CORPORATION 12701 EAST INDEPENDENCE BLVD PO BOX 1375 MATHEWS, NC. 28106 (704) 882- 1500 .RESPONSIBLE FOR: RESPONS/BLE FOR.• BUILDING PLANS: CANOPY PLANS: SHEETS Ti - E8 SHEETS 1 - 6 Iwo rrl,n s --ore/cano k...l _AL Series Halfirmony ROAD, OCOEE, FLORIDA LANDSCAPE DESIGNER: HARDEMAN KEMPTON & ASSOC. 2207 W. NORTH 'A' STREET TAMPA, FLORIDA 33606 (813) 258-0066 RESPONS/BLE FOR. - LANDSCAPE AND IRRIGATION DRAWINGS: SHTS 8 & 9 OF CIVIL PLANS I -) I I M%A,'j j SITE ELECTRICAL ENGINEER: PROGRESSIVE DEVELOPMENT GROUP, INC. 4929 BAY SHORE BOULEVARD. TAMPA, FLORIDA 33611 (813) 805-0512 RESPONSIBLE FOR: ELECTRICAL DRAWINGS: SHEETS 17 & 18 OF CIVIL PLANS TANK DRAWINGS: SHEETS FS06ATPC & FS07 OF TANK PLANS CIVIL ENGINEER: PROGRESSIVE DEVELOPMENT GROUP, INC. 4929 BAY SHORE BOULEVARD. TAMPA, FLORIDA 33611 (813) 805-0512 RESPONSIBLE FOR.- CIVIL PLANS: SHEETS 1-15 TANK DRAWINGS: SHEETS FS01, FS02-4TL, FS03, FS03-M, FSO4-41, FS05, FS06TPC LOCATION MAP LAKE JOHIO LAKE OLYMPIA LAKE PRIMA VISTA SEC. 16,T22S,R28E 0 SITE LIGHTING DESIGNER: LSI INDUSTRIES 10000 ALLIANCE ROAD CINCINNATI, OHIO 45242 (513) 984-1335 (800) 462-8235 RESPONSIBLE FOR.- PHOTOMETRIC PLAN SHT 16 OF CIVIL PLANS SHEET## SHEET TITLE DATEIINCLUDEDST ITEMSHEET SHEET TITLE NEST DATE ITEM INCLUDED SHEET # SHEET TITLE LATEST DATE ITEM INCLUDED SHEET# LATEST ITEM SHEET TITLE DATE INCLUDED SITE/CIVIL S.1.2 STRUCTURAL FRAMING PLAN 2-13-02 F.5.4 SALES COUNTER MILLWORK 2-13-02 E.7.1 ELECTRICAL SPECIFICATIONS 2-13-02 S.5.1 FOUNDATION DETAILS 2-13_ 02 F.5.5 PREP ISLAND MILLWORK 2-13-02 1 COVER SHEET 4-05-02 S.5.2 STRUCTURAL FRAMING DETAILS 2-13-02 F.5.6 QSR COUNTER MILLWORK 2-13-02 TANKPLANS 2 GENERAL NOTES 11-29-01 A.1.1 CONSTRUCTION FLOOR PLAN 2-13-02 F.7.1 MILLWORK SPECIFICATIONS 2-13-02 3 BOUNDARY & TOPOGRAPHICAL SURVEY 2-07-02 A.1.2 FLOOR FINISH PLAN 2-13-02 Q.1.1 EQUIPMENT PLAN 2-13-02 FS01 GENERAL NOTES 2-2s-02 4 DEMOLITION PLAN 2-07-02 A.1.3 REFLECTED CEILING PLAN 2-13-02 Q.4.1 COOLER PACKAGE 2-13-02 FS02-4TL DOUBLE WALL TANK INSTALLATION 2-26-02 5 SITE PLAN/HORIZONTAL CONTROL 4-05-02 A.1.4 ROOF PLAN 2-13-02 Q.6.1 EQUIPMENT SCHEDULE 2-13-02 FS03 TANK FITTING DETAILS 2-2s-o2 6 PAVING, GRADING AND DRAINAGE PLAN 2-07-02 A.2.1 EXTERIOR ELEVATIONS 2-13-02 Q.6.2 EQUIPMENT SCHEDULE 2-13-02 FS03-M MANIFOLD TANK FITTING DETAILS 2-26-02 7 UTILITY PLAN 4-05-02 A.2.2 EXTERIOR ELEVATIONS 2-13-02 Q.7.1 EQUIPMENT SPECIFICATIONS 2-13-02 FSO4-4TL PIPING DETAILS 2-26-02 8 LANDSCAPE PLAN 4-05-02 A.2.3 INTERIOR ELEVATIONS 2-13-02 P.1.1 PLUMBING ROUGH -IN PLAN 3-21-02 FS05 PIPING SCHEMATIC LAYOUTS (TYP.) 2-26-02 9 IRRIGATION PLAN 4-05-02 A.2.4 INTERIOR ELEVATIONS 2-13-02 P.1.2 SANITARY PLAN AND DETAILS 3-21-02 FS06TPC DISPENSER DETAILS 2-26-02 10 DETAILS 2-08-02 A.2.5 INTERIOR ELEVATIONS 2-13-02 P.1.3 WATER/GAS PLAN AND DETAILS 2-13-02 T-7 DISPENSER ELECTRICAL 2-26_02 11 DETAILS 2-08-02 A.3.1 BUILDING SECTIONS 2-13-02 P.6.1 ISOMETRICS 3-21-02 T-8 VEEDER-ROOT TANK GAUGE 2-26-02 12 DETAILS 4-05-02 A.3.2 EXTERIOR WALL SECTIONS 2-13-02 P.6.2 SCHEDULES AND NOTES 2-13-02 CANOPY 13 TRASH ENCLOSURE 2-08-02 A.3.3 EXTERIOR WALL SECTIONS 2-13-02 P.7.1 PLUMBING SPECIFICATIONS 2-13-02 14 SITE SIGNAGE PLAN 4-05-02 A.3.4 INTERIOR WALL SECTIONS 2-13-02 M-1.1 HVAC PLANS AND DETAILS 2-13-02 1 COVER SHEET 3-2-01 15 NOT USED A.5.1 EXTERIOR DETAILS 2-13-02 M.6.1 SCHEDULES, NOTES AND DETAILS 2-13-02 2 FOUNDATION LAYOUT 3-2-01 16 PHOTOMETRIC PLAN- 2-12-02 A.5.3 DOOR AND WINDOW DETAILS 2-13-02 M.6.2 CAPTIVEAIRE DETAILS 2-13-02 3 ROOF PLANS & DETAIL 3-2-01 17 SITE ELECTRICAL PLAN 2-12-02 A.7.1 ARCHITECTURAL SPECIFICATIONS 2-13-02 M.7.1 MECHANICAL SPECIFICATIONS 2-13-02 4 LIGHT LAYOUT & DETAILS 3-2-01 18 ELECTRICAL DETAILS 2-12-02 A.7.2 ARCHITECTURAL SPECIFICATIONS 2-13-02 E.1.1 ELECTRICAL ROUGH -IN PLAN 2-13-02 5 MISCELLANEOUS DETAILS 3-2-01 A.7.3 ARCHITECTURAL SPECIFICATIONS 2-13-02 E.1.2 POWER PLAN 2-13-02 6 CANOPY ELEVATIONS 3-2-01 A.7.4 ARCHITECTURAL SPECIFICATIONS 2-13-02 E.1.3 LIGHTING PLAN AND SCHEDULES 2-13-02 E.1.1. SOLAR CANOPY PV SYSTEM 2-13-02 BUILDING PLANS A.7.5 ARCHITECTURAL SPECIFICATIONS 2-13-02 E.1.4 COMMUNICATION PLAN 2-13-02 E.1.2. E.5.1 CANOPY LIGHTING SOLAR CANOPY DETAILS 2-13-02 A.7.6 ARCHITECTURAL SPECIFICATIONS 2-13-02 E.5.1 ROOF PLAN AND DETAILS 2-13-02 - 2-13 02 F.5.1 COFFEE COUNTER MILLWORK 2-13-02 E.5.2 DETAILS AND DIAGRAMS 2-13-02 APR 10 2002 G.0.1 TITLE SHEET 2-13-02 F.5.2 FOUNTAIN COUNTER 2-13-02 E.5.3 DETAILS AND DIAGRAMS 2-13-02 S.0.1 STRUCTURAL GENERAL NOTES 2-13-02 F.5.3 SALES COUNTER MILLWORK 2-13-02 E.6.1 PANELBOARD SCHEDULES 2-13-02 S.1.1 FOUNDATION PLAN* 2-13-02 CLIENT- Y, 5 f a P 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: 94 i �Zxil DEVEL�IENT INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 SIGN TEAM MEMBER TITLE• 0 A 0 0 A A A 0 Q4/5/02 PER CITY OF OCOEE Q1 2/7/02 PER CITY OF OCOEE NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10 2002 (FL Reg. No.: ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY -STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/ 6 MPD STARTER CANOPY SITE ADDRESS 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: NTS ALLIANCE Z&DM: JB DATE: 5/31101 BP REPM: LB DESIGNED BY:NS ALUANCE PM: AM DRAWN L3Y: GTH PROJECT NUMBER: O03.L' 1 6.01 CHECKED BY:RJM DRAWING TITLE: COVER SHEET SHEET NO: Agenda 4-16-2002 Item VII C GENERAL CONSTRUCTION NOTES 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME, OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 4 T THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT 1 IS E CON RA MEAND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 5. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING. 7. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. ENGINEER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE CONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM. 8. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR'S AND UTILITY COMPANIES. 9. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AND COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH AROUND PIPES IN 6" LAYERS UP TO AN UNDISTURBED LEVEL OF AT LEAST 1' ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 10. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED, SPECIFIED OR REQUIRED. 11. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE 40 OR BETTER. 12. THE CONTRACTOR/SUBCONTRACTOR SHALL PLACE A 1" DEEP CONTRACTION JOINT EVERY 4' IN THE SIDEWALK. 13. SIDEWALK CONSTRUCTION SHALL BE FLUSH WITH PAVEMENT WHERE THEY ARE ADJACENT OR MEET, UNLESS OTHERWISE SHOWN. 14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1994, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 15. ALL PIPE NOTED ON THE PLANS AS RCP SHALL BE REINFORCED CONCRETE PIPE, CLASS III, WITH RUBBER GASKET JOINTS. 16. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE SET OF RECORD DRAWINGS TO THE ENGINEER OF RECORD. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UTILITIES, AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, ETC. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. 6. THE CONTRACTOR SHALL PROVIDE CERTIFIED ASBUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE ASBUILT DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS OF ALL UTILITIES INCLUDING SANITARY SEWER CLEAN OUT INVERTS, WATER LINE LOCATIONS, STORM SEWER STRUCTURE LOCATIONS, GRATE ELEVATIONS, INVERTS, AND POND DETAILS (INCLUDING TOP OF BANK AND BOTTOM DIMENSIONS AND ELEVATIONS), OUTFALL STRUCTURE DETAILS ( INCLUDING GRATE, WEIR, ORIFICE AND SKIMMER DIMENSIONS AND ELEVATIONS). THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED ASBUILT DRAWINGS TO THE ENGINEER. 18. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 19. SOILS ENGINEER TO SUPPLY THE DESIGN ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, ASPHALT RESULTS, AND CONCRETE RESULT.S THE SOILS ENGINEER IS TO CERTIFY TO THE DESIGN ENGINEER IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS FOR THE ON -SITE HAVE BEEN SATISFIED. 20. CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. 21. IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO ENSURE DIFFERENTIATION FROM POTABLE WATER PIPING. 22. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 23. OWNER SPECIFIC SPECIFICATIONS TO BE PROVIDED TO CONTRACTOR DURING BIDDING. DRAINAGE SYSTEM NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. Al STANDARD UTILITY NOTES 1. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON -SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 2. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED AS REQUIRED PRIOR TO BASE AND SURFACE CONSTRUCTION. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION BY CALLING FLORIDA SUNSHINESTATE S A E ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "SUNSHINE" FORTY-EIGHT (48) HOURS PRIOR TO ANY CLEARING OF CONSTRUCTION TO IDENTIFY ALL UTILITY LOCATIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. ALL UTILITIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING SHOULD BE CONTACTED BY THE CONTRACTOR: 1. GAS 2. TELEPHONE 3. CABLE 4. POWER 5. CITY/COUNTY WATER AND SEWER 6. CITY/COUNTY/STATE TRAFFIC SIGNAL UTILITY (FIBER, HARDWIRE TRAFFIC SIGNAL INTERCONNECT) 5. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. SAFETY NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, THE CONTRACTOR SHALL COMPLY WITH REGULATIONS. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF ITS PERSONNEL. LABOR SAFETY REGULATIONS SHALL BE AS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF LABOR. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWEDIN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKERS FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS, FLAGGERS, AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. PAVING AND GRADING NOTES 1. ALL DELETERIOUS MATERIAL (I.E., MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESES PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH LOCAL GOVERNMENTAL AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL FDOT TYPE CURBING AND GUTTERS CALLED FOR ON THESE PLANS. 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6. PRIOR TO CONSTRUCTION OF CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR. REVIEW. 7. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. ON -SITE STRIPE COLOR SHALL BE WHITE EXCEPT AS SHOWN ON THE ENGINEERING PLANS. PARKING STALL STRIPING SHALL BE COMPATIBLE WITH THE PAVEMENT TYPE (IE CONCRETE, ASPHALT) AND SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. 9. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 10. CONTRACTOR SHALL INSTALL STORM PIPING AND CULVERTS IN ACCORDANCE WITH FDOT INDEX 205 AND PLACE EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED BY APPLICABLE REGULATORY AGENCIES AND AS MAY BE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. CONTRACTOR TO VERIFY ALL TESTING WITH THE OWNER PRIOR TO COMMENCING CONSTRUCTION. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT TO THE OWNER'S ENGINEER CERTIFICATIONS STATING THAT ALL REQUIREMENTS HAVE BEEN MET. WATER SYSTEM NOTES 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED PER SANITARY NOTE No. 1 BELOW. 2. A HORIZONTAL, SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 6. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C150) AND ANSI A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 7. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 8. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 9. THRUST BLOCKING AND/OR RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS IN ACCORDANCE WITH AWWA STANDARDS. 10. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 11. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 12. ALL WATER MAINS AND WATER SERVICES TO BE INSTALLED UNDER ROAD UNDERDRAIN SHALL MAINTAIN 18" SEPARATION. 13. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 14. ALL COMPONE14TS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT AND AWWA SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 15. CONTRACTOR 'TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING REQUIRED TO OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM THROUGH LOCAL REGULATORY AGENCIES. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SEWER NOTES 1. PER FAC 62-504.400 (2)(G) "SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE & THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS & WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. ALTERNATIVELY , THE SEWER MAIN MAY BE ENCASED IN A SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE REQUIRED 10 FEET SEPARATION." 2. A HORIZONTAL. SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35. 4. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 6. PVC PIPE AND FITTINGS SHALL CONFORM WITH A.S.T.M. SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 35. INSTALLATION OF SDR PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF A.S.T.M. SPECIFICATION DESIGNATION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 7. ALL PVC FORCE MAINS WITHIN PUBLIC R/W SHALL BE CLASS 200, SDR 21, WITH MECHANICAL JOINTS, AND HAVE A GREEN MAGNETIC TAPE A MINIMUM OF 3" WIDE, PLACED 24" BELOW THE PROPOSED GRADE.THE PRINT ON THE MAGNETIC TAPE SHOULD READ "FORCE MAIN". 8. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI 21.51 (AWWA C 151). H.C. PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 9. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE D.I.P. ARE TO BE POLYLINED OR EPDXY LINED. 10. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING, 11. SANITARY SEWERS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. 12. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 13. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 14. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES IS CONTRACTOR'S RESPONSIBILITY. GEOTECHNICAL NOTE CONTRACTOR TO REVIEW AND FOLLOW CONSTRUCTION TECHNIQUES OUTLINED IN THE SITE GEOTECHNICAL REPORT. CLEARING AND EROSION CONTROL NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. HAY BALES SHALL BE PLACED ALONG THE STOCKPILE PERIMETER FOR EROSION CONTROL. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. CONTRACTOR TO OBTAIN SITE CLEARING & TREE REMOVAL PERMIT PRIOR TO INSTALLATION OF ANY UNDERGROUND UTILITIES AND CLEARING THE SITE. 8. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER. 10. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (STRAW BALE OR STAKED SILT FENCE) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO RECOVER SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 12. THERE SHALL BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING LAKE SYSTEM,' WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. POST (OPTIONS: 2%4" OR 2 1/2" MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) 6' CENTERS MAX GEOTEXTILE CRITERIA c GRAB TENSILE STRENGTH 90 LBS TRAPEZOIDAL TEAR 35 LBS MULLEN BURST 180 PSI SEE FDOT INDEX NO 199 AAWITIVAM ...........: rATAVAMM ,Y.Y.AWA .AVAM.YAW ............ STORMWATER INLET FLOW I FLOW $o+fV '1 + � �' L- 1--1 PLAN j DOWNSLOPE 1* OW -: '1-1� L STAKED SILT FENCE 2"x2" WOOD STAKES WIRE OR NYLON 2 PER BALE---, BOUND BALES EXISTING GRADE SECTION 2 MIN. ANGLE FIRST STAKE-�-� I HI-" BALES BUTTED TIGHTLY TOWARD PREVIOUSLY III r il- TOGETHER LAID BALE IH+- u u u u u u u u ELEVATION STRAWBALE SILT BARRIER EROSION CONTROL DETAIL FDOT INDEX NO. 102 DR-1068.DWG 12/16/94 CLIENT: NO% 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: ;N0ff4e?Kjx 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN AM MEMBER TITLE• 11 L� Z9 2L 0 A L� L� Q 11/29/01 REV PER FOOT COMMENTS NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10 2002 PAUL J. MAZZILLO, P.E. (FL Reg. No.: #44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH SP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO SP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/ 6 MPD STARTER CANOPY SITE ADDRESS, 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA i RF #60677 SCALE: ALLIANCE Z&DM: JB i NTS DATE. 05,3,,01 BP REPM: LB DESIGNED BY: ALLIANCE PM: NS AM DRAWN BY:=GTHZ;ul CHECKED BY01 DRAWING TITLE: GENERAL NOTES i c SHEET NO: MF i r cc c 1 NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 E RECOVERED 6X6 CONCRETE MONUMENT o41ti°`2h ti T•yDc ,y[kp� D�, p ap h �p 4 1 ��0 Q A w CO. tti Z W W > ¢ 0. ■ �Q. 0 � W cu LD Li W Z - F- cb 3A ¢ °� Li J `?�q `� ` 0- E O4 co "" WN �. =d = 18' RC z z 3 RIM=14 .93' w o N. INV.= 133,99' 1=-'- W. IP V. 133.90 N \❑ � � wz Z_ Q J � t, Fw �N IKLAJ O , 1 213 2 �� 4 (� R` p2 CL ti a X: In ��z ¢ 06 t-L ui d ¢ A as Ai W > uj 0 41a. LLJ 3 o a a a ca ❑ o 0 �/ ", � IL �23 x '�� 2ti0 tip` '� n �Z°` � tip` •��` a < U A Itti ,lb ti Xl; EDGE OF PAVEMNET SHOTS ❑NL DID NOT DETAIL CURBS, DRAINAGE, I I h AND TURN -INS, <�,� 1 SET P ELEVA' tK CONC v NAIL & DISK LB#1108 oc tea. EDGE OF PAVEMENT x t` 0) O tip` tx3 ti400, N Q�IiI� EDGE OF PAVEMNET SHOTS ONLY DID NOT DETAIL CURBS, DRAINAGE, AND TURN -INS. . 1 N CD 0 (U S B11UNDARY � T[]P[IGRAPHICAL SURVEY TOP OF GRATE=134,74' �V a ti S82°10'16"E 20,00'(P) PUBLIX PLAZA FOUND 4' X 4' CONC MONUMENT LB #4475 9y� S59°20'55"E 11, '(P) PAVEMENT S.S. MANHOLE h TOP - 135,70 ^ INVERT = 130,15' ^ o 0 s 1,yh a °^ CUR o� P`1 582, '� 6 LA MONUMENT 4X4 CONCRETE '02°49�2T`CM> 10'16 a 242 MONUMENT 27a0 TINKLEPAUGH-., 6' PVC STUB .�+ INVERT = 132,88' A6 1�^O6 nJ� �tK .y0• '� O , + 4' CAMPHOR THE 3910 00 O O . 00��h ti � 3� 1 Lv U-) 0 4' OAK CD O Z 'off _ �p0 L❑T 2 O 0 ti 0 6" OAK-0 �` `� 0 �^ I 11 "OAK D�� e�+0 7 oAK('�`� 24y1t& o g s ti ti ti 10 3t� 14"OAK .0� if yh 13D� °� ,4+ . y6 w + 3 A b" z o 3 36''OA 1 L❑T 1 U 00 A z J EXISTING PAIL FOR PARKING (UNDER CONSTRUCTION) ti 3q;`? o 'L o /FOUND 5/8 ' IRON O O 0� & CAP LB #2856 h 0 19.F 0.16' SOUTH ti'3 0 h -0.261 EAST" �g+ CLUSTER OF TREES' -N45°05'01"W 42,23' �� '� �2 �� (^r o + ° �) y �� '�� O6 GUY ti3�� o 0 A PROPOSED RIGHT- ��9 ti `�+ IRES g�0 41 OF -WAY TAKIN ETE 9 v GA ONU T MITER NVERTS 136 61 o, %, °krF CONC. S/ 134°44'08'C 89o3c�'07"WGA 200,00' q °i GAS--R;INVERTD135 51 SECTION -at 3 20 ELEVATION=138.30' �`3�1 n��' FOUND �' of NGVD 29' 3h Q •�3 C5 bpi '� p NAIL & DISK ti`3 O� SET 5/8 ' IRO h A'�'Tkti cu 3°� tip' b n '� TINKLEPAUG 4i 3 ti3 `L & CAP 5170' h� ti `L o ti3� 3 �f 2tin' 3 h ti3 O —F.O.C. FnfF rx F.O.C. 'y� 3� 13� o ti SOUTHERN BELL EDGE OF PAVEMENT h n R� (R/W VARIES) ¢ �- N � SI VER STAR R❑A o b 2 . y Ip2f/ 1�q O�y tih POSTED 45 MPH �® h _ ti 1 _ � p, D_ MEDIAN ti�`2:T°b _—�D'�' O� ti�`o-o 0/H FOR TRAFFIC 42.4 CONC ti C3 O a�b SAN 3 n`Z K �v F.O.C. SOUTHERN BELL ti LEGEND (M) MEASIIa UIYB�SION (C) SING? A #�e1 i? ® AND CAP # 5170 R/W -RIGHT-OF-WAY jG TEMPORARY BENCHMARK O/H OVERHEAD POWER LINES CONC CONCRETE (P) PLAT BORING HOLE C.B.S. CONCRETE BLOCK STRUMRE R.C.P. REINFORCED CONCRETE PIPE P.L.S. PROFESSIONAL LAND SURVEYOR GAS VALVE WATER VALVE TTARY MANHOLE UTILITY RISER SIGN PHONE MANHOLE R POLE WIRE LIGHT POLE ELECTRIC MANHOLE S SIGNAL MANHOLE MANHOLE -0-0- SIGN (2 POST) FIRE HYDRANT TRAFFIC SIGNAL BOX ItC CONTROL BOX GAS RISER MPH MILES PER HOUR UG UNDERGROUND SAN SANITARY FOC FIBER OPTIC CABLE is 30 0 30 60 scale 1` = 30 feet NOTES 1. NO UNDERGROUND IMPROVEMENTS ARE LOCATED, 2, ONLY VISIBLE IMPROVEMENTS ARE SHOWN, 3. SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD, THIS TRACT OF LAND CONTAINS 43141.92 SQUARE FEET OR 0.99 ACRES OF LAND MORE OR LESS, 4. THIS SURVEY IS A TRUE AND CORRECT REPRESENTATION OF THE LAND AS SHOWN AND NOTED AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, 5. BEARINGS ARE BASED UPON THE CENTERLINE OF CLARKE ROAD, SHOWN TO BEAR N00^10'51'E, AS PER PLAT BOOK Q, PAGE 54, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. 6. THIS PROPERTY IS WITHIN FLOOD ZONE 'Cl DETERMINED 6-15-84 BY FLOOD INSURANCE RATE MAP, PANEL NUMBER 1201790175C. 7. FIELD WORK WAS COMPLETED ON JANUARY 25, 2002, B. LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 9, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEY AND MAPPER. 10. VERTICAL DATUM SHOWN HEREON IS BASED UPON ORANGE COUNTY BENCHMARK #214-008, POSTED ELEVATION 122,664' NGVD '29. TEMPORARY BENCHMARKS ARE AS SHOWN, 11, ZONING CLASSIFICATION FOR LOT 2 IS C-2 PER INFORMATION SUPPLIED BY CLIENT, 12, UNDERGROUND UTILITIES SHOWN ARE AN ABOVE GROUND LOCATION, FIELD LOCATED BY AN OUTSIDE UTILITIES CONTRACTOR, NO DEPTHS WERE ACQUIRED. INGRESS -EGRESS NOTE TWO RIGHT IN - RIGHT OUT ACCESS POINTS FROM CLARK ROAD SHALL PROVIDE INGRESS - EGRESS TO PLATTED LOTS, CENTERLINE ACCESS POINT LOCATIONS SHALL BE 35.0 FEET SOUTH OF THE NORTHWEST CORNER OF LOT 1 AND 18.0 FEET SOUTH OF THE NORTHWEST CORNER OF LOT 2. ONE RIGHT IN - RIGHT OUT ACCESS POINT FROM SILVER STAR ROAD SHALL PR❑VIDE INGRESS -EGRESS TO LOT 2, CENTERLINE ACCESS POINT SHALL BE LOCATED 18.0 FEET WEST FROM SOUTHEAST CORNER OF LOT 2. LEGAL DESCRIPTION: LOT 2, SILVER — ARK, A REPEAT OF A PORTION OF LOT 13, LAKE JOHIO SHORES, PLAT BOOK Q. PAGE 54, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CERTIFICATIONS: AMOCO OIL COMPANY, A MARYLAND CORPORATION SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 RECOVERED NAIL AND DISK LB#1108 �O �O SOUTH LINE OF THE NORTHEAST 1/4 N89°39'07'E(P) OF SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST EDGE OF PAVEMENT 4� SAN CERTIFICATION I, TIM R. CARLILE, FLORIDA REGISTERED SURVEYOR NUMBER 5170, DO HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED UNDER MY DIRECTION AND THAT IT MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA (CHAPTER 61G17-6) FOR THE TYPE OF SURVEY SHOWN HEREON AND IS TRUE AND C(:,RECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, �-�-_ 1-28-02 TIM R. CARLILE P,L,S, DATE FLORIDA P,L,S, 5170 (NOT VALID UNLESS SEALED) CLIENT. NO% 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: ELOPMENT GROUP, INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM M MRFI� TI F� ao. ft Wi-4"- RL m aff 11 A ZE— Q 1-28-02 ADDITIONAL TOPO ND CONCRETE &TREE Q3 2-28-01 REMOVED ELEVATIONS ALTERED GROUND AREAS Q 2-28-01AODED AND REMOVED TREES ACCORDINGLY Q 1-8-01 ADDED NEW CONSTRUCTION NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: RR 1 2002 TIM R. CARLILE, P.L.S. (FL Reg. No.: #5170 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY GTATEA�Fp, r'T: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMAjLQ NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/6 MPD STARTER CANOPY SITE ADDRESS• 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: 1"= 30' ALLIANCE Z&DM: JB DATE: 1-5-01 BP REPM: LB DESIGNED BY: ALLIANCE PM: AM DRAWN BY: PROJECT NUMBER: 003-16.01 CHECKED BY:TRC DRAWING TITLE: BOUNDARY & TOPOGRAPHICAL SURVEY SHEET NO: 3 97-0596 "Fl 9°. �1 ' 1 Dc^ 1 'o --- GAS— -- 160 offsite tie-in distance" inlet 18(� If 15" rcp�/// topeel'e 134 75ADJACENT ZONING C-2 II . $ ® 0.32% ie (sw) 131.50 (15") (by publix) ie (se) 131.25 (24") $ A.o�. O $ ,o yo�� / / (by publix) I I existing (by publix) � I $ $ ��°' x / / son mh "L' ti ,yoga x / / h� top 135.74 $ $ o� ,� �o x ,� ' a o• �a / / Irm 81 If 6" pvc ie (sw) 132.04 (G") �� $ I I� I x ie (e) 130.09 (8") I p / son lateral ✓ ° \�a1: o 1.0% �� x __ -SS 1� ,vc son 0 © 0.If v4a7. r n89°39' e $ R • exi tin s n cl �'f � ea out `�' ._._ . 20° _� �. o f / / to g13 .50 / / I $ O °.. ie( e) 13 .00(6" `�`' LIMITS OF j DEMOLITION X EXI TING DRIVE AY TC1 x BE SAWCUT AND REMOVED �� existing stub &'L \ I plug-ie 131.88ID •X'a' : $ --'' x EXISTING TREES TO REMAIN. I I II CONTRACTOR TO CONSTRUCT ' ' • . ^,y �° s X ; ; TREE,�bARRlCADES (TYP) ��' ... '� x SIDEWALK AND CURB � � � o o x � $ I $ TCI BE REMOVED o M i o ya• C1r y� 4 Cc1tn or tre �• 1 t110 TO BE EMOVE j 141, x 4" camphor : a4 .I CD I I $ TO BE REMOVED TO RErll\l I ' ; X. "oak o X7)'ook ^x 24 n 00 �a ` (� BE REMOVE , k1 I �_- BE REMOVED 4 yak �y�� o 1 16 ' I $ I I I 14"oak-� ^1 '' � Z. $ i; TO BEo boo o REMOVED 5 ; a _ C) / '� • �� existing grade $ I I 7-I $ I $ $` TO BE REMOVED to remain I i ^�h k, p 1 $ I $ I i b; �� ; ! Q II 11 Z I$ ll 1 Li $ I I I��x �x x �• I I-` 9 W I I $ I I I,...-w I � � � � x 36" oak �, � Al I $ IJU U I $ $ I I �k TO BE REA�01/ED� _- -- ,-- < 4 0 4'; od t X'. 11 !r -I d I. � I. 1 � i• p :� � q SILTO x $ I $ $ la k0 T12" tree O BE REMOVED f,. FEJCE y Cluster of trees �� N TO BE REMQ-VED (�• ^��?05�', I —GAS-t I — GAS_ I I tiI4' fp` \ ^' 6 1` .........s .-- —.« ..o..- w...-....-.n,...-.... -«- . .- ........_ ,._......-_ ..,., 1 � �.°i o• � . I existing bus stop p o ' o I ti �ti• � sp •.�� \ �°' LIMITS OF SILT x--�x -4• , <5 — — — °' �o `S o ' \ DEMOLITION gay wires o� x \I ^� \ FENCE TO BE -__ I •� �� ° \ O — 5' concr4Tt walk -n/P y� RELOCATED -- _ _ � r x existing 5 sidewalk \ \ —GAS__ — _ — AS— — — —GAS— — — — —) — S _ �\ �••� — — — — — — — — — — — — GAS AS— GAS—------L .�o — —— ... — ... — — — -� — �— — — — — — — • . . .. — exist. 18" rcp ramp-/° u'' �01 uy wires S89'39 07 W 1 --T 200.00 \ 1 ,, titio guy wir�s �,� Conpole c ® TO BE `� REL04TE �y J PROPOSED ROADWAY IMPROVEMENT$g6 -J --- DER-E4�STRUIC�II&N. -- fN FE>R'MAATt .- __ _.-..- �� 1��' �..... __ _ � -ed etiof avemr it w 9 °b\ — - " T ---.� T-� p Tom- R81�v'BTLvEHR`}I^ EPdi;i� - T T ----a� T EXISTING _ _- - _ 9� - \Y TO � f ^� BESAWCU TAND AREMOVED �� _ _ 1 INC. DATED 4-12-01. n89°39°07"e 30' 1\X/$ posted 45 mph ^pry. R',STAR V, 1 E 0 SIL /Y�ti o ° O \ �o. $1 (100' r/w) ,� _ _ _ �^�w� _ _ .- -%TS _ 2649.43'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . � ._....._.._.. �.... _... e,... °°° .•.., _.�..._._ .._..._... � � -- Y � � —-1,�g��' ti w .._....__._..,........,_.........,....-... �.-.'"�o._.. �1° n89°40'08"e-rn mdi ean k�^ ��_��o�'� median ��o• �� °o ADJACENT W N I N G P U D r r 141L o 0 g� ry 1P LEGEND - - - - - - LIMITS OF DEMOLITION eas�: SILT FENCE 1� -•.. •••- SITE BOUNDARY LINE = CENTER LINE RIGHT-OF-WAY — "-' "'- — — — EXISTING EDGE OF PAVEMENT ,�.. EXISTING CONCRETE PAVEMENT TYP TYPICAL R/W RIGHT-OF-WAY 0-0 AREA LIGHT l TREE TO BE REMOVED (/ `) TREE BARRICADE SITE DEMOLITION NOTES 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS TO BE DISPOSED OF IN ACCORDANCE WITH LOCAL MUNICIPALITY REQUIREMENTS. 4. INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LAND SURVEYING CONCEPTS, INC. DATED 1-5-01. 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER. 6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL MUNICIPALITY STANDARDS. 7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. 8. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE GENERAL NOTES. 9. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 10. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. EROSION CONTROL MEASURES NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AND INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. CLIENT: bv% 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: � 104fDD E V E �LO PaM! N in! R �DU P. �IN C. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: A 0 A L� A A4 A 2 � 2/8/02 PER CITY OF OCOEE NO. DATET REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: 44PR I ouL`Rlr PAUL J. MAZZILLO, P.E. (FL Reg. No.: 44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION• NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/ 6 MPD STARTER CANOPY SITE ADDR SC• 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: ALLUWCE Z&DM: JB 1 "= 20' DATE: 7/2/01 BP REPM: LB DESIGNED BYGTH ALLIANCE PM: AM DRAWN BY- GTH PROJECT NUMBER: CHECKED BY- P JM 003-16.01 DRAWING TITLE: I DEMOLITION PLAN SHEET NO: t^l i i i � �� ^. � | � .` ^. x� ^�, , � It,� �| � �'" ,� � �. ^ i/ � ' . ^ , '^ ^ 8' '� " - � `l ,. ^� �. i\ j � i � '� o^ U` ' " { I,� I ` i i i4 - . __, ' ' 10 f .1 !,..'- . :..:. I � /7 . .�: ........ 6' C LN i �< I 0 i 0 1 .6 --1CbNt E*k`k, - '. �; .. (-1.) CC / » ' �� ' i/ ` ' ~~~ ` ' | � i L ' L� - - - - �� I �� I �� , : / ` . ~_" �� ' �m��X i | � v ^ ' . �� '-~ =�� | ' J ! / / ' � U �' ^ (TYP) �_ � �m�-�� ^ � ^^ ;U [ ' . ._�^ : } / i' . _� } Y~~�~� I | / � ^ 1 ' ' I | � , ^' ��^ ' [�j � i�~��= ' . ` � 2 i � � ' 'U��mn I� ^ � .� "-0 ~_ ^ < ^ � ` ` u 1 °-1 I ^ ' � I, ' ./: _D , � � ` 1, . / � '�~��m � | I. i '"- [�� '` - ' � � ^'.*� U I .�~' -0 ; � i � ^ � / v m��mm ^ ` z: �' e" 0 � : I ' I ka �'� I , ti �� !i b I. /\�� ;/\�~[-KJ7- ��KJ1&]�� u�r��u� y ��^�/�� -� 11 1.1 "", . f �y "", "-?, I I - � '1q ! ' 11 | U < U) J2 HA,D,CAP-/r�� PAY .- I I V) < x 0 N �35' V) _j I 1\13'-�--'��"j -'t 0 I r, 0 SIDE�ALK R,kMP _/L�� - 1 HANDICAPPEUY-- 0 I 11110/ _1y.6 1"' r ' " ";/ 7 FILL (TYP) -:1 - . . __0 ';. � ' - " ,V & FTP � �', .`;� .", � n " u . � F0} ��T_� ~ � hJ��'?��^�1 � ^. zuuuu �� , .,=� . , FU�� Ll� - \ . . " '.'.AL- /_ .��~�_~�_�_^ \ CM, vz +68,039 e-�'M_'__M�m 1!'_Q1_11_n__:.v_= al('_"Zs='��'A / a�m�� r ��mR I _�__._I ____1I ------ m-'_m."'Lm='-'- UM1111iM11z;_1r'112 e� M=_4zr"_1_1m ?I w11Dm1_1P_yA=14 _ _ PROGRESSIVE DEVELOPMENT GROUP 4y29 BAYSH0�E B0ULEVARD TA�FY\ FL J��11 PHONE: /8131 805-0512 PROGRESSIVE DEVELOPMENT GROUP 4g20 BAY3HORE �OULE\4\RD TAk4PA, FL 33011 PHONE: (813) 805-0512 . LEGAL DESCRIPTION: LOT 2, SILVER - ARK, A REPLAT OF A PORTION OF LOT 13 LAKE JOH|O SHORES, PLAT BOOK O' PAGE 54, ORANGE COUNTY, FLORIDA. 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 / 8��'��-� u�m . � ^ � � V " , } ` ' ' � � t � . "� ^" } ~� ~~ /" -1 '� ", -~ ^ �' v i n, 'l i �� ^ '/ `; 1K �"a- ` ?� m�J . ` ��_._.__ f / ~�� ~~ . «� i� "^ ' D . 20 , 40 ' ' ~� /' 3 ~/- � , � >1 �� / I. ' \ '/- ` -. / ^. '�/ ` , ' x �� , SCALE: I" = 20` I i 'l /� l �� x� 'I ^. f x^ '/' '/' �� / t `. )I 't /~ .'/ �� . �| '` ^ �� ' ND t"j �' U '- � ' � � I '` �, ", `. "^ x` �x TYP TYPICAL " ~_ ,/ ^ ^� �� ~' �� ] I, "< A/C HANDICAP �� ^ �1 '� � -- ', R RADIUS ^'' 1i i�/ , f-� �� Y ' f8 f� ;j P/\� ' �|<�HT-[)F-VV/�' ^^'. F-~' _' `x "�^'' ;~ | /� ^,-` LANDS�APE AREA �� I � cu : uJ ^'~x' '' '� '` � i' " mw- TRAFFIC FLOYY /|NF�R�/gl0NAL 0N�/\ � � �_ '' �^ ^� � ` ^./ U /' =�^ � �� U '` �: NA /�\ -) Y '^ �% " �j c�] AREA U(�HT ~ L-L� �� o�u�� f ` /' � � HAN0CAP PAR0NG \ '/''' '' ��^ K{ /`/)' .° ' {! ?, ~ SITE DATA 1. SITE ADDRESS: 1050 EAST SILVER STAR ROAD, 000EE, FLORIDA 2. EXISTING LAND USE DESIGNATION: COMMERCIAL ACTIVITY CENTER 3. BUILDING SETBACKS: FRONT: STAR ROAD) 50^ BACK: (NORTH) 20` SIDE: E ROAD) 50^ SIDE: (EAST) 10^ 4. SITE AREA: 38,303 SF / 0.879 ACRES MORE OR LESS PAVEK�ENT ANO CUR� 23,557 3F / 61.71 % OF SITE BUILDING AREA 2,880 SF / 7.52 7- OF SITE TRA3H ENCL0SURF/�AT' DISH 304 3F / 0.79 % OF SITE SIDEWALK AREA 1.177 3F / 3'07 % OF SITE TOTAL IMPERVIOUS AREA 27,098 SF / 73.10 % OF SITE PERV|OUS AREA 10^305 SF / 26.90 % OF SITE GROSS SITE AREA 38,303 5F /1O0.00 % OF SITE CANOPY AREA 3.780 SF / 9.82 % OF SITE INTERNAL LANDSCAPE ISLANDS 2,847 SF / 6.A1 �� OF PAVED VEHICLE (WITHIN PARKING LOT) U�� AREA 5. PARKING REQUIREMENTS: 1 SPACE PER 100 8F OF NON -STORAGE AREA PARKING SPACES REQUIRED //2082/100\ = 20'62 SPACES PARKING SPACES PROVIDED REGULAR PARKING 10 3PA�ES TOTAL PARKING SPACES PROVIDED A2Z�� 6. UTILITIES: , �-" WATER COY OF 000EE pROPO3ED CURB U /, _0�� ~~�^,,~�~�,,,~~�, pR{)p�RTy UN� SEWER (�[7/ (}F {)(�{)EE '��. - ��' U ~^�� ____-____ CENTER LINE ELECTRIC FLORIDA POWER U ~ ~ `` ��~ � ,�W�' �� v~- ^ �� x ----- - ----' RIGHT-OF-WAY 7. FLOOD ZONE: THIS PROPERTY LIES VV�H\N FLOOD � � �� m�m� � ~^ ZONE ^C~ AS DETERMINED 0-15-84 PAVI : ' .. ' 01�' I-,� � .�°°u vvuu^n/vk,c nm/c I\R*r, r*mcL NUMBER 1201790175C. PROPOSED SPECIAL CONCRETE THICKNESS D. THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON THIS SITE. �' EXISTING CONCRETE PAVEMENT � 0. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE EXISTING CROSS ACCESS EASEMENT WITH ALL APPLICABLE CITY OF OCOEE REQUIREMENTS. ,' 10. BUILDING HEIGHT: 25`-O" CANOPY HEIGHT. 20`-11"± EIGHT: C-0" , 11. SITE DEVELOPMENT IMPACT DATA 12' SOIL TYPE IS SP (GRAYISH -BROWN FINE SAND WITH OCCASIONAL ROOTS) A, ', L"' '��'_'� e,ldstfng bus stop 13. EXISTING VEGETATION IS DERELICT ORANGE GROVE WITH A FEW OAK TREES. LINE / 2O�7>(LT) � _- I __ __ ______ __ __ 14. ZONING: EXISTING C-2 Pl ±��^8Q� PR0P0� �� /7�17�(LT� /\ �~ -�-v' `\'�/' -�/' `\'-`"� /�111. i/ /2\y/�. ALL �yU|�K4LN| ON THE SITE (INCLUDING VENT PIPES, BACKFLOYV PREVENTOR� \__ __ _ - � I . _15.M1Ti_'_0 LIFT STATION, ELECTRICAL RISERS METFRq AN]n .&/(, P'r)HIPhAf7I\1T TDACLA DIM ` '� � � �� l �mmted 45 rnph _ 0� .' I ... � , "__/�' \ SILVER '.. �' 0 Aw" T A w"'k = OR""' A D (S R ',14 R �Ia "�� 3 8) "', .11 'v S_I)�, _323 v n."'� " . ---.-- . ______ I . --.-.--- I . .--r--- . I.-----.-,- . _______ . ____.____i. .,-.---.---- . - \ ADJACENT -7��J{&�� `- ��r��_+v n �~��/m/;�� BPAM(}C0 0|L 2475 N(}RTHVV|NDS PARKWAY-#400 ALPHARETTA, (�/\ �0U04-22�1 SURVEYOR: [AN� AND SEA SURV�Y|NG CONCEPTS, INC 1805 CH�\�� H4k�K�{}�K ROAD MERR|TT ISLAND, FL 32053 PHONE: /407\ 454-6310 [�M�� SITE PLAN NOTES: 1. ALL O|k4ENS|(}NS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF BUILDING. 2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM APH|C SURVEY PREPARED BY LAND 3URVEY|�(� CONCEPT3' DATED 1-5-01. J. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF WALL. ' 4. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE B0UNDARY 8x TOPOQRAPH{C SURVEY' " . 5. ALL CURB RADIUS ARE 3' UNLESS OTHERWISE NOTED. 8. ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED FROM NEW ACCORDING TO SECTION 6-10/|\/7\(E) OF THE LAND DEVELOPMENT CODE. 7. CONTRACTOR TO CONTACT (|OY FIRE INSPECTOR 18 HOURS PRIOR TO ANY P.E.P. INSPECTIONS ON UNDER(�ROUND ST[)RA�E TANKS. 8. PROTECTIVE BARRIERS ARE TO BE INSTALLED AND APPROVED BY CITY OF OC{)EE PLANNING �EPARTK�E�T PR|OR TO ANY SITE CLEARN|NG OR VV[}RK IS TO COMMENCE. BENCH, BIKE RACK, ETC) SHALL I BE PAINTED BLACK. I 1 --.I.,,--.--- .... . - - 17, AN IRRIGATION SYSTEM IS PROVIDED TO PROVIDE 1 00% COVERAGE OF ALL LANDSCAPE -17 ..,.--..---..,,.-..-----.-.- ALL CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY WILL BE <�"___"PERFORMED IN ACCORDANCE WITH THE MAINTENANCE OF TRAFFIC '_ REQUIREMENTS DESCRIBED IN INDICES OF THE FDOT ROADWAY AN� TRAFF|N STANDARDS. "PP SHALL MAINTAIN THE DONATED RIGHT-OF-WAY UNTIL SUCH TIME AS THE CITY IMPROVES [T.^ DONATION OF 10 FOOT OF RIGHT-OF-WAY ALONG CLARKE ROAD TO THE CITY OF OCOEE. THE D0NATE� LAND CAN BE USED BY BP PR0PERlY TOWARDS MEETING THE OVERALL OPEN SPACE AND BUILDING SETBACKS CRITERIA. PRIOR TO OR AT THE TIME OF ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE PROPERTY, THE DFVFY TO THE CITY OF {){|{)EE BY WARRANTY DEED` IN FORM AND SUB3TANC CITY, FREE AND CLEAR OF L|EN� /\NO ENCUMBRANCES THE FOLLOWING PARCEL: CLARKE ROAD RIGHT-OF-WAY PARCEL AS SHOWN ON THE FINAL SITE PLAN. AT LEAST FOURTEEN /14\ DAYS PRIOR TO THE CONVEYANCE, THE DEVELOPER SHALL, AT THE DEVELOPER'S SOLE COST AND EXPENSE, SUBMIT TO THE CITY FOR L A LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION FOR THE CLARKE R(}/\D RIGHT-OF-WAY PROPERTY. THE LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION SHALL BE CE�T|F|ED TO THE CITY. CONTEMPORANEOUSLY WITH THE CONVEYANCE OF THE CLARKE ROAD RIGHT-OF-WAY PROPERTY, THE DEVELOPER SHALL PROVIDE THE CITY WITH AN ATTDRNEY'S TITLE OPINION OR CURRENT TITLE INSURANCE COMMITMENT TO BE FOLLOWED BY A TITLE POLICY. THE DEVELOPER SH/\ii ESCROW THE REAL PROPERTY TAXES PRORATED AS OF THE DAY BEFORE THE C|TY'S ACCEPTANCE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 198.295' FLORIDA STATUES. THE CONVEYANCE OF THE CLARKE ROAD RIGHT-OF-WAY PROPERTY SHALL NOT IMPOSE ANY OBLIGATION ON THE CITY TO MAKE ANY IMPROVEMENTS WITH THE CLARKE ROAD RIGHT-OF-WAY PROPERTY. NEITHER THE DEVELOPER NOT ANY PER�ON SHALL B� ENT|TLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION WITH RESPECT TO THE CONVEYANCE OF THE CLARKE ROAD RIGHT-OF-WAY PROPERTY, FOLLOWING THE CONVEYANCE, THE DEVELOPER SHALL, AT ITS SOLE COST AND EXPENSE, MAINTAIN THE CLARKE ROAD RIGHT-OF-WAY PROPERTY AND KEEP IT FREE AND CLEAR OF OBSTRUCTIONS, EXCEPT AS WAY BE PERMITTED BY THE CITY, UNTIL SUCH TIME AS THE CLARKE ROAD RIGHT-OF-WAY PROPERTY IS IMPROVED AND UTILIZED AS A PUBLIC ROADWAY. CODE SECTION CITATION CODE STANDARD PROPOSED STANDARD JUSTIFICATION FOR WAIVER LAND DEVELOPMENT CODE MINIMUM REAR 5' REAR SETBACK REDUCED SITE DEPTH ARTICLE V. TABLE 5-2 SETBACK 20' DUE TO FDOT IMPROVEMENTS ORDINANCE No, 2000-22 10' LANDSCAPE 5' LANDSCAPE BUFFER DUE TO 5' REAR SETBACK ART. VI, SEC 6-14C-2-C(i) BUFFER AROUND AT REAR OF BUILDING WILL COORDINATE NTH BUILDING ADJACENT DEVELOPER ORDINANCE No, 2000-22 MAXIMUM BLDG SIGN SIGN HEIGHT 5'-O" THIS SIGN IS CORPORATE LOGO ART. VI -SEC 6-14C-5-D(i) HEIGHT 3.0 FT ROUND FOR BP AND IT IS A HELIOS AND IS A CIRCULAR SIGN. THE SIGN MEETS THE AREA CRITERIA. BUT THE DIMENSION LIMIT CAN NOT BE MET. ORDINANCE No, 2000-22 STAFF INTERPRETS AS SHOWN ON SITE WE INTERPRET THE CODE THAT ART. VI -SEC 6-14C-5-D THE CODE TO MEAN 1 SIGNAGE PLAN: THE COMBINED SIGNS FACING THE SIGN PER BUILDING SILVER STAR STREET SHALL BE =< THAN 1 SF FACE "ALLOWABLE SF=80 SF PER 1 LF OF BUILDING FRONTAGE *PROPOSED SF=67.2 SF WITH NO INDIVIDUAL SIGN EXCEEDS 36 SF. "ALLOWABLE SF=36 SF *PROPOSED SF=28,5 SF ORDINANCE No. 2000-22 BLDG OPEN AREA 5' SIDEWALK SHIFTING BLDG EAST REDUCES ART. VI -SEC 6-14C-1-C(i) MINIMUM 10 FEET WIDE O' LANDSCAPE BUFFER S THAN 5', AND ART. V1, SEC 6-14C-2-A(i) OPEN AREA ON WEST SIDE OF SHIFTING S/W WEST 5' PUSHES AND ART, M. SEC 6-14C-2-A(M) BUILDING CARS IN FUEL TANKER PATH AND CREATES A SAFETY ISSUE. ORDINANCE No. 99-23 3.50 FOOT CANDLES FLORIDA STATUTES, REQUIRE ART, VI -SEC 6-14C-2-i(viii) AVERAGE OVER ENTIRE SEE PHOTOMETRIC PLAN HIGHER MINIMUM LIGHTING SITE LIGHTING SITE -WITH A 10 FOOT LEVELS. PROPOSED PLAN MEETS CANDLE MAX THE CITYS INTENT OF KEEPING THE LIGHT ON SITE W/NO GLARE. ORDINANCE No. 2000-22 6.91% GREEN AREA REDUCED SITE AREA DUE TO ART, VI -SEC 6-14C-2-D(iii) INTERNAL VEHICULAR FDOT IMPROVEMENTS AND AREA USE AREA NEEDED FOR TANKER MOVEMENT ORDINANCE No. 2000-22 CANOPIES FOR GAS CANOPY TO BE STAND CANOPY IS A SOLAR CANOPY ART. VI -SEC 6-14C-i(i) PUMPS SHALL BE ALONE MICH PROVIDES ELECTRICITY TO ATTACHED TO MAIN BLDG THE FACILITY. ALSO TO ATTACH THE CANOPY TO MAIN BLDG WOULD CREATE A SAFETY ISSUE NTH THE SOLAR PANELS. LAND DEVELOPMENT CODE MINIMUM FRONT BLDG 44,37 FRONT BLDG REDUCED SITE DEPTH DUE TO ART. V. TABLE 5-2 AND ART. V1. SETBACK 5o. SETBACK FDOT IMPROVEMENTS REQUIRING SEC 6-14C-1-A(V) THE PURCHASE OF 18' OF R/W ALONG SILVER STAR ROAD. ORDINANCE NO, 2000-22, ART. MINIMUM FRONT YARD 12.93 FRONT YARD REDUCED SITE DEPTH DUE TO \ill SEC 6-14C, 2-B(i) . LANDSCAPE BUFFER 25' LANDSCAPE BUFFER FDOT IMPROVEMENTS REQUIRING THE PURCHASE OF 18' OF R/W . ALONG SILVER STAR ROAD, LAND DEVELOPMENT CODE LANDSCAPEISLAND TO SIDEWALK AND 252.5 SF MINIMUM PARKING ALREADY ART. VI. SEC 6-14C.1.f(II) SEPARATE PERPENDIC- LANDSCAPE ISLAND TO REDUCED AS INDICATED MEETING PAGE 18174,8 (2ND PARA.) ULAR ROW OF PARKING SEPARATE PARKING CODE WOULD RESULTIN EVEN -1 LESS PARKING ' CLIENT bp I'll 11 14 SITE ENGINEER - PO 10 4 ry�d�fime DEVELOPMENT GIMP, IM 11 ZL Al 2/11/02 PER CITY OF OCOEE NO. DATE I REVISION DESCRIPTION DIRECT PROGRESSIVE DEVELOPMENT GROUP, INC. .QONFIDENTIALLTY... STATEMENT: THE RECIPIENT OF THESE MATERIALS YRIGHT IN THE MATERIALS IS OWNED BY SP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL COMPLETION OF THE INTENDED BP, WHICHEVER COMES FIRST. DEVELOPMENT., INFORMATION: I NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY STARTER CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA DATE: 7/2/01 BP REPM- LB DESIGNED BY: GTH ALL-1ANCE PM: DRAWN BY: GTH PROJECT NUMBER: DRAWING TITLE: SITE PLAN/ HORIZONTAL CONTROL SHEET NO: IIIIIIIIIIIIIIIIIIIIIII 15 ^ -GAS- -- ,�o ^kry - I I 11 offsite tie-in 1 distance to It / type "e" inlet ADJACENT ZONING G-2 I 118 If 15" rcp / / @ 0.32io i / top el. ie (sw) 134.75 131.50 (15") *ELEVATIONS FOR ADJACENT PROPERTY FROM RECORD DRAWING I I I 1 I9h� (by publix) ie (se) 131.25 (24") I I I I ° .1 I1' y� (by publix) AND AS -BOIL PROVIDED B DESIGN I I 140.58*I =�°�-0'I (� I Ix ^o ^�,o --existing (by r!tbf;±) SERVICES GROUP, INC. ON = x / / son mh `°L,= SEPTEMBER 24, 2001. I 9 x / / top 135.74 1 I k I ° * °a° as / le (sw) 132.04 (6") X ° I�. . ^ I�, f39.39 ^"� X81 If ie (e) 130.09 (8") i t I 1 _ 138.58 lateral 0 1.0/n n ^yam'# " e Xi -400 If 6" pvc SS -_ son C� 0.401 I � n8939°07"e �°•'I ^ / e ta',SS---- -�_SS- s l ^ t`J \J Kt / / - Xl t tg S n CfearOtii I f- to 'f I ' 20° .�� ^ �,' ' a ^ O °� � :141.0;/� t � / ie( e) 138.0�(6„) II MEG �a`® �<o `' F co X a r I Al I / X �S i I , I P SAWCUT / x X E EXISTING / existing stub & D I I PAVEMEN / D plug-ie-131.88 ® I� 0 W 80 LF 138.7 ® 1.00%(MIN 2 I W _ - __-_ 137.50 0 O 139.42 . 13,1 I V EL133.75 00 n .� I I : 141>25 CIE=134.55 6 ^-,� 12 x12 x 1 I ME /141. 9� /� BPAMOCO RET4IL ® 1 DR 85 (TYP OF °1� CN FACILITY 6 I I 1 11 ^4, 139.50 b'T I 2880 PROTYPE 52 LF 6" PVC 139.40 ° X , I I 139.92 / 36'X80' ®1.00�.(MIN) '" I CD I I / - ^ twin oaks' , I s M I FIFE- 139.50 yo° X 24' & 1 l i I CO ' 37 01 1 X 1 I ti: 1 /� 139.40, 1 -3 11 N 1> 11 I I ^ 1 1 I I I. �o� 139.19 / 138.70 138.48 32 138 90 9.40 139.4 ®®�� Q I I (I k - z 1-- 3 �c t I , r `r C) 10J Y ^ S• II •f • i -S G 0 I I - r 1. r.. 0 ^�� 1 I : 1 / o 0 0 0 -:: , o 0 0 0 � �� LL1 I I 1 I (� mil; 98 LF 15" RCP / og 3 ^ I I I 1 1 I: O' 0 0.30q vQ 139>25 139. 1 1 1 5 x A , I I I I I 1 I 1, r // 138.E 138.8 1 8.85 i 138. 38.13 75 ^� po ^�° </ I I t 1 I I ! I I °II // 138 25 0 I X a o 1 I 11 I 1 11 S-51 / 60 L 6 P C (� ( ��t6 LF 6 S- 4 I 0 ®1. o%.(MI) I ^� P C® 1 0 100% 37.00 IA < iiA Li _ I ' 1 5 ^ ' 137.81 ^ = 138.70 x 137.14 3 14 4 t° �rLLi X ^� „ f TITI L11 I 1 I ( I a �I �-- ® 0.30% 187 LF 5 RCP I /- ® 2.00% 135 LF 6- PVC r 35 LF 15 Y ^ a O , a 1 136.10*- ILU i (� I I I �, 34 LF OF I CO I /- RCP ^c�`•2.777. = -� i G I ,n# O LO I 6" R2.58 G I IE=133.05 CO B 11 l a I IE=135.75 I I a• o i' `4Y 6 PVC o o- -+--^. i, 0,� I RAINLEADER� I �/ 4r t ^(6 LF OF---'e o e o o J o O II II @ 15" RCP ® I I 38.02 ((n 0.50%' - � -- -HP(��-----�(-�-- HP-- �� --- �j®----- � -� - © - HP - �. . • � F" 13_ 95 P ^ 138.10 COO COo C00 139.00 CO CO 9 C0 1 TOP OF DISPENSER I IE=133.45 IE=133.97 IE=134.45 IE-134.95 IE=135.45 IE=136.09 I .S-53. I I I -'�-137. 3 ISLA�'D ELEVATIONS 17 LF RCP I ME 2.00% EL. 138.46 4 EL. 139.06 11CP�... .� (TYP OF 6) C� ^ �� U2 EL. 138.71 i 50 L. 1 8.82 lI 28.484 LT +71.332 137.85 -X ------ -- I, I'., v::�:I1::'�:� I ------ °�- U °^'' �3 EL. 1 8.94 © L. 1 8.56 1 I; I •I 137.75 CONCRETE CANOPY PAO� 138.60 ; `o .:':`#:n>=� _I `' :::':�:a:::;'. 138.10 ^�+ 1 7 ��' ' NO E: - ' = ' A ° I TO OF ANO Y FOOTING TO B 13146 -GAS -J- I- GAS = ; S _52 c? O -► ' .0..� : ' �-oI� `:�;o• ; ,I yh 36 LF 15 SLOTTEDDRAIN ^- SEE DETAIL SHEET 11 38•*� -... +73.294.:: -= 139.30 MEG�Q� LW - v - .•-. -. --..W... _..... _...-.. - - -.. _.. _....._ - _....._ _. of 21.952LT) ^, .• .. • 0000 6 ^y6 i +78.880 1 °o 39.80 ff''\ existing bus Stap +, �:.; • d' 20.866(LT) ^o ^ ^ +80.621 �� :•'•'` ^� �eh 138.°11 HP '3 : tb`':>' .''-•:'; ^� ^ x ^ jR i 4� . �; f :�. ,.. de•.ciik•+oe # 5:- ^ _ ..gets.: Bxtew'a �• 1+ } n M J. Fls /ST r ^ • 13 .67 EG- ��` ... ... ... ... ... ... ... ... ... . �4.' ... .. .. GT. . 7tuj wires S89 39 07 W �_0 5_7 6 .00 ST- w _...p "' a� \� 0' 20' 40' SCALE: 1 " = 20' PAVING, GRADING AND DRAINAGE NOTES: 1. ALL HDPE PIPE SHALL BE ADVANCED DRAINAGE SYSTEMS,INC. N-12 OR APPROVED EQUAL. 2. ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT ELEVATION. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS PRIOR TO COVERING STORMWATER PIPING FOR INSPECTION. 4. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. 5. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. 6. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. 8. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR LOCAL MUNICIPALITY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION WITH REGARD TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS -OF -WAY. 9. ALL PVC STORM PIPE SHALL COMPLY WITH AWWA , SDR 35. 10. ALL DISTURBED AREAS WITHIN FDOT RIGHTS -OF -WAY TO BE SODDED. 11. SITE IS INCLUDED IN SJRWMD MASTER STORMWATER PERMIT 40-095-64191-1 ALLOW FOR 70% IMPERVIOUS AREA ON THIS SITE. STORMWATER TREATMENT AND POLLUTION ABATEMENT IS PROVIDED BY MASTER STORM WATER SYSTEM. f-84.997 20.871(LT) 84.997 17.171(LT) cone pole ^0 `, <> o^ g � moo' o �° 3' VALLEY CURB - w v�-~---------- �� PROPOSED ROADWAY IMPROVEMENT��' ^'� FDOT INDEX N0. 300 �94• +82.755 -' NDERL-C&+STR'D'C'TII&N -- NFORMATI. '-' D ^ ._ a. _ - R- ...... 11.700(LT - T xisting edge of p9ement �° ) INC. DATED 4-12-01. �- � n89'39'07"e 30, ` / \ D I posted 45 mph y - +68.039 SIL"ER'STAR � ...__..._..._.- ._._______._..._.___.-_-.._..___.____.-..-_.-__...._._...__._...___._.^�_.-.._._......_.__..._._.__._..__.___.._.__..___._...._....____.____��_.-.__.._.._._.__..__._.-_-..._....._._..._..__._..___.__...___.__.•.__._...323+84.997 S1N 323 ■ ■/� 38) V STA 324 _ 2649.43_ n89 40'08` e - - _ - �^ TO 4.650(RT) ' ^� ^�^ ADJACENT _2,'6NING PUD �' ti^ 1 hh ^0 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432�-4770 ^ ° ^ h LEGEND EL ELEVATION TYP TYPICAL CO CLEANOUT IE INVERT ELEVATION �p 0- EXISTING ELEVATION x /1 89 PROPOSED PAVEMENT ELEVATION ® GRATE INLET ® MITERED END SECTION -�^ EXISTING SURFACE STORMWATER FLOW --�-- PROPOSED SURFACE STORMWATER FLOW .wd DIRECTION OF STORMWATER FLOW PROPOSED STORM SEWER sT FFE FINISH FLOOR ELEVATION FBBCS FLORIDA BOARD OF BUILDING CODES AND STANDARDS (LATEST EDITION) RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE MEG MATCH EXISTING GRADE S-50 T S ORM SEWER STRUCTURE C LIRE NUMBER EROSION CONTROL CONCRETE PAVEMENT _ - HP_ HIGH POINT - - LP - LOW POINT S-50 S-52 CONST TYPE "P" JUNCTION BOX CONST TYPE "C" GRATE INLET FDOT INDEX NO. 200 W/GALV USF 6611 GRATE RIM EL. = 139.25 FDOT INDEX NO. 232 INV. (NE) = INV. (SW) = 131.88(EXISTING) 131.88 GRATE EL. INV. (N,SE) = 75 132.48 D = S-51 S-53 CONST TYPE "C" GRATE INLET CONST TYPE "P" JUNCTION BOX W/GALV USF 6611 GRATE FDOT INDEX NO. 200 FDOT INDEX NO 232 RIM EL. = 137.90 GRATE EL. = 137.63 INV. = 133.70 INV. (N,SE,S) = 13 .17 INV. �SW,N) SE) = 136.15 S-54 CONST TYPE "C" GRATE INLET W/GALV USF 6611 GRATE FDOT INDEX NO. 232 GRATE EL. = 137.00 INV. (NW,W,SW) = 13 >73 Q STORM DRAINAGE AS -BUILT REQUIREMENTS: 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4• ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATIONS AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. CLIENT y Y(Y ti W_ 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 11 0 0 L� A, Q1 2/11/02 PER CITY OF OCOEE N0. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10, 200 PAUL J. MAZZILLO, P.E. (FL Reg. No.: 44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY S TATEMENT• THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/ 6 MPD STARTER CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: 1"= 20' ALLIANCE Z&DM: JB DATE: 7/2/01 BP REPM: LB DESIGNED BYGTH ALLIANCE PM: AM DRAWN BY-• GTH PROJECT NUMBER: CHECKED BY-PJM003-16.01 DRAWING TITLE: PAVING, GRADING & DRAINAGE PLAN SHEET NO: ' u� �� ^ / � � ,| ADJACENT _7��KJ[�J�� ^� '' | ^^ ~� l� ��r��_/� / �_��/�� --�� LEGEND P� '�� . � �� EXISTING UTILITY/POWER POLE X o w EXISTING WATER MAIN top 1135,74 � } EXISTING SANITARY MAN j If ch| - --- EXISTING OVER HEAD WIRES ` ^~ � �> -~~~~- U�T-~�~~ EXISTING UNDERGROUND TELEPHONE naw3wo?,e - -1�4! f f". \ I I EXISTING UNDERGROUND ELECTRIC At - ,FwEEXISTING WATER METER CL�ARANCE NOTE: BO/TTOM OF PIPE EL=136.38 (WATER) �\ »� 0' 20^ 40` PROPOSED WATER METER 12fEARANCE NOTE: TTOM SCALE. EXISTING SANITARY MANHOLE � �" == 20` \.r_\ � �� |� CO '^/- ^; ,. v EXISTING SANITARY CLEANOUT �SANITARY STRUCTURE DATA ----A--SAN— PROPOSED SANITARY []NE 14" PVC WATER CONNEQTION WITH LOCAL BPAMOCO RETAIL UTILITIEIS COL// 5A_1 PROPOSED STRUCTURE NUMBER�� ', ' ^.__-� � �� C0NST CLEAN0UT y �� »� TOP — CONTRACTOR TO SET AT GRADE *� PROPOSED VALVE SLEEVEiAND � � ^x ' 2880 PROTOTYPE Al |E 1�O.00 VALVE m^ PROPOSED REDUCER � PROPOSED ._--~�.. SA-2 �� ' �� CONST CLEAN0UT == PROPOSED BACKFLOVV PREVENTOR --.'~ ^» TOP CONTRACTOR D SET AGRADE PVC VPROPOSED WATER LINE |E 134.60 NPV0,ABLE .: 1. . , ~ ^/,i 1--��- � / S°V -PROPOSED STORM SEYERSA-� (SEE SHEET N}' 6\ ZCONST CLEAN{UT^ TOP - CONTRACTOR TO SET AT GRADE CO -A INTED BLACK ui PROPOSED SANITARY SEVER {LEAN}UT {E 1�3. 58 �� ~ ---~�FW�-~��' PROPOSED FORCE � ' MAIN -4 S C0NST {LEAN -UT CONTRACTOR TO SET AT GRADE T0 |E 1�S.00 / SA-5 INSIDE SECONDARY --------- � --------� �OUl UNLEADED � | /' �� , CONST {�LEAN{)UTjU 1" HDRE RECLAIM ~~�~ ~`��`'�" | TOP - CONTRACTOR TO SET AT GRADE/ S SILVER UNLEADED AND CO PO ATION' PURPLr (PLACED| VACW-/ ��'�� |E 13�.SO -- ' -- -- � -- � � � fog` | ��r �� - --- ---�B-- --' -- BLUE UNLEADED � [ � 5A-8 CONST 750 GALLON GREASE TRAP . � | | ~ ~~~�-------------� (TRAFFIC BEARING STRUCTURE AND TOP)FIRE PROTECTION NOTE JI ' &� - CONTRACTOR T0 SET AT GRADEDE R|K� CO^N^7n|� 7k |E \ 135'54/|NLET\ EXISTING FIRE HYDRANT LOCATED AT NORTH EAST~`~'Z^ AT |E(E) 135.15/0UTLET\ CORNER OF CLARKE ROAD AND SILVER STAR ROAD. / * | - | {�| ,�rUo mH' � 0 ' 3A-7 � ��« ~ ' � |PRODUCT PIPING NOTE - EXISTING O° PVC SANITARY CLEANOUT T) | {' | TIE INTO EXISTING 8" PVC SANITARY �' | �p'�v~`� \`_________________________________~��,�`��'` ��'�`�~,_________________------------__ � 8K| ~~'�'- ^� | ' xr cv`r�/mn m r^^m/rr 1. ALL PRODUCT PIPING T0 HAVE 4 ��|N|KAi|KA I /w" pcP rnnr m ooc - pvc ck 95 80,621 ANK PAINTED ' | ~~ ~�-�~~ ~~~ / PROPOSED ROADWAY IMPROVEMENTS UN DE 1-111 'Pa S1 LVER OS T A__ ,^ ' �[� ��K|-� -�y��KJ/� ��U[� r��r��^�_�v x �_��v�/v�� / ��/DIRECTIONAL BORED RECALIM SERVICE, MAINTAIN 18" MIN 4,13f5c)(RT, -_ ---- ' '�- - �''� '. IE 133.00 (MATCH EXISTING) FROM THE UNDERGROUND STORAGE TANK UP TO THE DISPENSER. Al 2. PIPING SHALL COMPLY WITH NPFA-JO, 1894 AND STANDARD FIRE PREVENTION CODE. TOP — CONTRACTOR TO SET AT GRADE UTILITY NOTES —existing bus stop � 1. CONTRACTOR TO EXCAVATE AND PHYSICALLY VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE THE ENGINEER OF RECORD PRIOR TO ANY CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT' ` ----'---------- 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH LOCAL 13 MUNICIPALITIES UTILITIES DEPARTMENT. 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. GAS LINE 5. CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE /T{) PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICE WITH GTE ------------------'------------'--- TELEPHONE 0PER/g'|0MS. posted 45 mph_ m 6. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. Kw% ( J0 A D ( S R - 3 8 ) 7. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. 8^ FLOORDRA|NS ARE TO BE DIRECTED TO THE GREASE TRAP. 8. SEE STANDARD TANK DRAWINGS FOR UNDERGROUND STORAGE TANK AND APPURTENANCES, PRODUCT PIPING, STAGE || VAPOR RECOVERY, DISPENSER, ,__~_�_~_~~~~~---------------------------------------------- AND DISPENSER ISLAND DETAILS. 10. SANITARY CONNECTION FOR THIS SITE INCLUDED IN FDEP DOMESTIC WASTEWATER COLLECTION/TRANSMISSION SYSTEM. CONSTRUCT PERMIT NO. CS48-0172887. ��' ALL11. �� STRUCTURES AND (�LE/\N(}UTS TO BE TRAFFICTRAFFICBEARING. �� 12' THE INSTALLER OF THE BACKFL0W PREVENTION DEVICES ON THE DOMESTIC YW«JFR` FIRE, AND |RR|{AJ|(}N SYSTEMS IS RESPONSIBLE FOR TESTING THE DEVICE UPON INSTALLATION BY A CERTIFIED BACKFiDYV TESTER. THE TEST RESULTS BEING FORWARDED TO THE CITY OF OC(}EE UTILITY DEPARTMENT. WATER SYSTEM AS -BUILT REQUIREMENTS SANITARY SEWER AS -BUILT REQUIREMENTS WATER..... SYSTEMS & FORCEMAINS SANITARY SEWER 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2' LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE 0JBECTS 2` INVERT OF EACH LINE ENTERING AND LEAVING EACH ALL FITTINGS/ACCESSORIES NOT VISIBLE FORM THE SURFACE MANHOLE/STRUCTURE. (MINIMUM TVVD POINT T|ES\. ' 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO 3' LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE CENTER). HYDRANTS. 4. ACTUAL GRADE OF PIPE BETWEEN MANH0LES, 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FR()k4 THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FR(}k4 PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT T|ES\. SUITE 400 SITE ENGINEER: -DESIGN TEAM MEMBER TITLE: A24/5/02 PER CITY OF OCOEE DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC, CONFIDENTIALITY STATEMENT - THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REOUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY STARTER CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA DESIGNED BY- GTH _5i��W__N ALLIANCE PM; BY: GTH PROJECT NUMBER: .[�RAWING TITLE: UTILITY PLAN SHEET NO. 7 fg' • f � C� g I f in I I I 1 i ' 11 1 9 t n89'39'07 s f' 20 w ��` > 4 OIN 0 1 I o �e ti I I i 1-- r— �k Y s . I - BACKFLOW I PREVENTER 16 s I I f + O: � Do + s 0 CAI ! fI 10'C°t. � I I �a. •� , u z 7 I i (3 0 I & I £ f + I I 3 I i t i + II I { I I ,. ID W• LL! I r CJ I I 4 I , 10 + gg � I I V 111- 4 + A I t� I � I A F I ,I la t ; i + II 49 I q P �E �N 4 N 1 S 21D�4ti."' �i •`•s 2 �b "`•tee. , n89'39'07"s 30' CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-300-432-477 `'G649,4R(3�� _ _ SUNSHINE STATE ONE CALL %49LURIBA, INC. 120 DEG 2x 0 14'c.t. rs P S 5 LWO z . JUN ; �11111111i� ADJACENT ZONING C -2 QV - Ti,f Y 35 tl �SP I 3 FF I i F F "T D ... i -. vim/ '.[ . v � 1 / ► � �.� '��—=•'•.v — � ��fii/i�i .: ail � l i' % �I` � •�t ��`' j',`---•._-.. i � - JI BPAM 'T•T • • RETAIL 33'' FACILITY 18, C. t. r� © I © existing - r A .. 2880 PROTOTYPE U II ►..gym I/E z f f { r1.rJ I I I �� I + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .— + TA QV + TA �+ LME I JUN I 67 • � � ,. d — — ( + 5 18'c.t S P VO — ------ 2 iI 85 1 16 c.t. I<_ `.:: N ;::= .. 18'c.t I . I S P JUN E• a . ,Q. R © "�'�r�i•�7-7"�"1/T�TI"►'7"TT��7ifw�'��T�"-T'TT•��-'TT: �.� � .... : • G%' �< �y�p�p00�� 0 �� 04�©, �Vf p` lllar.►4I©/i.0d _ 19©�ri��0%,9 ;> 1Z�4�© �1Qi44 existing bus stop 0' 20' 40' C� SCALE: 1 " = 20' 0 0 LEGEND ,_.... TYP TYPICAL 0 H/C HANDICAP N R RADIUS � LL_I R/W RIGHT-OF-WAY TRAFFIC FLOW (INFORMATIONAL ONLY) < 130 AREA LIGHT L� HANDICAP PARKING PROPOSED CURB — • • • • • • — PROPERTY LINE - CENTER LINE -- - - ---- RIGHT-OF-WAY -- - - ' - EXISTING EDGE OF PAVEMENT MATERIALS LIST QTY KEY BOTANICAL NAME COMMON NAME 19 QV Quercus virginiana Live Oak 5 LI Logerstroemia indica 'Muskogee' Crape Myrtle 6 LJ Ligustrum japonicum Tree Ligustrum 22 SP Saba] palmetto Sobal Palm 161 VO Viburnum odorotissimum Sweet Viburnum 131 RI Raphiolepis indica 'Alba' Dwarf Indian Hawthorn 133 TD Tripsacum doctyloides Fakohathee Grass 271 JUN Juniperus chinensis 'Parsonii' Parson's Juniper 128 LC Lantana comara 'New Gold' Golden Lantana 314 LME Liriope muscari 'Evergreen Giant' Giant Liriope 183 TA Trachelospermum asiaticum Minima Jasmine - SOD Stenotaphrum secundatum St. Augustine Sod LANDSCAPE REQUIREMENTS * LANDSCAPE DATA NORTH - (2) SHADE TREES, (3) UNDERSTORY TREES PER 100 LF (5) SHADE TREES, (7) UNDERSTORY TREES REQ'D AND PROVIDED SHRUBS AND GROUNDCOVER COMPRISE 30% OF BUFFER AREA AND EXISTING TREE TO REMAIN IS CREDITED AS (1) SHADE TREE. EAST - (2) SHADE TREES, (3) UNDERSTORY TREES PER 100 LF (3) SHADE TREES, (5) UNDERSTORY TREES REQ'D AND PROVIDED SHRUBS AND GROUNDCOVER COMPRISE 30% OF BUFFER AREA AND A CONT. 3' HIGH HEDGE ADJOINING DRIVEWAYS AND PARKING AREAS. SOUTH - (2) SHADE TREES, (3) UNDERSTORY TREES PER 100 LF (4) SHADE TREES, (7) UNDERSTORY TREES REQ'D AND PROVIDED SHRUBS AND GROUNDCOVER COMPRISE 30% OF BUFFER AREA A CONT. 3' HIGH HEDGE ADJOINING DRIVEWAYS AND PARKING AREAS. WEST - (2) SHADE TREES, (3) UNDERSTORY TREES PER 100 LF (4) SHADE TREES, (6) UNDERSTORY TREES REQ'D AND PROVIDED SHRUBS AND GROUNDCOVER COMPRISE 30% OF BUFFER AREA A CONT. 3' HIGH HEDGE ADJOINING DRIVEWAYS AND PARKING AREAS. PARKING LOT LANDSCAPING - (1) TREE PER (4) PARKING SPACES = (4) TREES REQ'D AND PROVIDED LANDSCAPE GREENSPACE SHALL COMPRISE 10% OF VEHICULAR USE AREA = 24,016 X .10 = 2,402 SF. SHRUBS AND GROUNDCOVERS SHALL COMPRISE 50% OF REQUIRED LANDSCAPE AREA = 2,402 X .50 = 1,201 SF. LQ 18 CA. y°ten 83 14' 14'cA 6'C.t lip t. 1 —n Q o. i C� SiSY:.4JtiI:C a a. .G a .o existing �- ------ ----- S89.39'07"W I-C •TD • 200.00' `�`� PLANT TO BEAR THE fr3 45 1 3 �L SAME RELATIONSHIP TO .;�...___.,_r_.-..--...-_____._.___.______________.....,_ __ --- GRADE AS IT ,-.-_-----,_-_--__---._-----v..-----._-_--------._._,__---------------__ -----_-_..._.-_-__._---------__----.-_.,_..__--_.__-_------..,�,._n._ BORE IN THE CONTAINER PLANTING HOLE TO HAVE o p p VERTICAL SIDES 4---_-----_...._-._......_..._._..._...._...-......--..._...._.._.._.-_........_.._,...-...._..._..-_ - -_..- + qeo R'. d� GY16 2 h 3" CYPRESS MULCH LAYER No FINISHED GRADE =III: PLANTING BACKFILL SILVER T �,_ 1 _III —III —III —I j — EXISTING SUBGRADE _----+.- --_. «------......na.—........ «,. w.. +.. s.... ew......=---.......,....—._..-._..........ow......+..._.w>,..._..�.................,....w._--_—.......--- -..,.._. ---.._...:....... k^ •..t g7 � —1 ------....«,..,.«..w....a.......... xi............-...,..... «..—...--.--.,.....®.........._.......-_..-,..._.....,.._..,..... mod' ~ t a". _.----_._.-----_------__..-----.----------------..-._...-.---w----.------_-_-._---..-._--.-_--._---..--.---_.--__----.--__-- PLANT TO BEAR THE CONTAINER PLANTS MUST BE SCARIFIED A MINIMUM SAME RELATIONSHIP TO OF THREE TIMES FINISHED GRADE AS IT BORE IN THE CONTAINER PLANTO BEAR E ,...... RELATIONSHIP TO FINISHED GRADE AS IT TREE SHALL BE STAKED USING 14 ° f` BORE IN THE CONTAINER WIRE AND 2"X2"X36" PT SYP SAKES DRIVEN BELOW GRADE. ALL WIRES TO TREE SHALL BE STAKED USING BE MARKED WITH FLAGGING TAPE. #14 WIRE AND 2"x2"x36" PT SYP STAKES (MIN.) DRIVEN BELOW 3" CYPRESS MULCH LAYER GRADE. ALL WIRES TO BE MARKED WITH ORANGE FLAGGING 6"-12" TREE SAUCER TAPE. PLANTING HOLE TO HAVE VERTICAL SIDES 3" CYPRESS MULCH LAYER PLANTING MIX TO BE COMPACTED - 6"-12" TREE SAUCER TO PREVENT SETTLEMENT FINISHED GRADE EXISTING SUBGRADE (� I ((_I_ '�'' I Ell HOLE TO HAVE _ _ 7 VERTICAL SIDES PLANTING BACKFILL 1'- I, EXISTING SUBGRADE TREE SHALL BE STAKED USING ##14 BRAIDED WIRE AND 2"X2"X36" PT SYP STAKES (MIN.) ALL WIRES TO BE MARKED WITH ORANGE FLAGGING TAPE. TREE PLANTING DETAIL NOT TO SCALE NOTE: ALL TREES SHALL BE WATERED IN THOROUGHLY WITH A HIGH PRESSURE WATER NOZZLE AND PACKED WITH SOIL TO REMOVE EXISTING AIR POCKETS AND TO PREVENT FURTHER TREE SETTLEMENT MULTI -TRUNK TREE PLANTING DETAIL NOT TO SCALE X 2X SHRUB/ GROUNDCOVER PLANTING DETAIL NOT TO SCALE CIGAR CUT FRONDS ALL FROND BOOTS TO REMAIN INTACT 5 LAYERS OF BURLAP (WRAPPED AT POINT OF SUPPORT) 2" X 4" WOOD CLEAT (3) 2" X 4" WOOD BRACE (3) (WIRE TO TREE) 3"-4" SOIL SAUCER 3" MULCH LAYER 2" X 4" X 30" WOOD STAKE (3) EXISTING SOIL EXISTING SOIL BACKFILL. SET ROOTBALL ON UNDISTURBED SOIL. MIN. 36" ROOTBALL DIAMETER. NOTE: ALL PALMS SHALL BE WATERED IN THOROUGHLY WITH A HIGH PRESSURE WATER NOZZLE AND PACKED WITH SOIL TO REMOVE EXISTING AIR POCKETS AND TO PREVENT FURTHER TREE SETTLEMENT TYPICAL SABAL PALM TREE PLANTING NOT TO SCALE SPECIFICATIONS B/B, 10'-12' Oah X 4'-5' spr., 3" to 3.5" d.b.h. B/B, 8'-10' Oah X 3'-4' Sprd., Multi -Trunk, Min. (3-4) 1" dbh trunks. B/B, 8'-10' Oah X 3'-4' Sprd., Multi -Trunk, Min. (3-4) 1" dbh trunks. 10'-18' clear trunk hts. (as noted on plan) 7 gallon, 36" above finish grade, 36" o.c. 3 gallon, 30" a.c. 3 gallon, 36" a.c. 1 gallon, 24" o.c. 1 gallon, 24" a.c. 1 gallon, 24" o.c. 1 gallon, 18" a.c. 'Floratom' variety, solid sod, weed -free BUILDING PERIMETER LANDSCAPE - 5' LANDSCAPING AROUND BUILDING COMPLEXES FACING A PUBLIC STREET PLUS (1) TREE PER 30 LF. 232 LF. /30 = 8 REQ'D AND PROVIDED 50% OF REQUIRED OPEN SPACE BUILDING FOUNDATION SHALL BE LANDSCAPE WITH SHRUBS AND GROUNDCOVERS (53) TOTAL TREES REQUIRED AND PROVIDED - AS (18) SHADE TREES, (27) UNDERSTORY TREES AND (8) EITHER (19) SHADE TREES, (33) UNDERSTORY TREES AND (1) EXISTING SHADE TREE PROVIDED ADDITIONAL NOTES ALL AREAS OF NEW PLANTING SHALL BE MULCHED WITH GRADE 'A' CYPRESS MULCH OR APPROVED EQUIVALENT AS MANDATED BY CITY OF OCOEE. AREAS NOT PLANTED WITH TREES, SHRUBS, OR GROUNDCOVERS SHALL BE SODDED. CONTRACTOR SHALL INSTALL NEW IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE TO ALL LANDSCAPE AND SOD AREAS . REFER TO IRRIGATION PLAN AND SPECIFICATIONS. LANDSCAPE CONTRACTOR SHALL COORDINATE FINAL PLACEMENT OF TREES TO AVOID CONFLICTS WITH EXISTING LANDSCAPE MATERIAL AND UTILITIES. * as per City of Ocoee landscape code requirements GENERAL LANDSCAPE NOTES: 1. ALL LANDSCAPE MATERIAL SHALL BE FLA. NO. 1 GRADE OR BETTER, AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK. LANDSCAPE MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES. 2. ALL HEDGE SHALL BE A MINIMUM OF 36" HIGH AT THE TIME OF PLANTING AND SPACED NO GREATER THAN 36" ON CENTER. SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND SHALL BE FIELD ADJUSTED IF NECESSARY. ' 3. ALL SHADE TREES SHALL BE A MINIMUM OF 10' OVERALL HEIGHT WITH A MIN. 3" DBH AT TIME OF PLANTING. SEE MATERIALS LIST FOR EXACT SPECIFICATIONS. 4. ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM IMPERVIOUS SURFACES, ALL SHRUBS 2 FEET. 5. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER AND PROVIDE 100% COVERAGE. SEE IRRIGATION PLAN. 6. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. ALL PLANTING SHALL BE MULCHED TO A 3" MINIMUM DEPTH. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF PREMISES AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS, AND RUBBISH. 8. VERIFY THE LOCATIONS OF EXISTING TREES, LAWNS, AND SHRUBS. REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS , WHERE ENCOUNTERED. 9. CONTRACTOR SHALL BECOME ACQUAINTED WITH THE RELATED PAVING, SITE GRADING , AND ALL UTILITIES (INCLUDING WATER, SEWER, AND ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE A TROUBLE FREE INSTALLATION. 10. THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES AND PIPES MAY NOT BE AS INDICATED ON DRAWINGS; THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED BY HIM. 11. GENERAL CONTRACTOR SHALL CONSTRUCT A TREE BARRICADE AROUND ALL EXIST. TREES NOTED TO REMAIN. ALL TREES WHERE PROPOSED PAVEMENT WILL ENCROACH UPON THE DRIP LINE SHALL BE ROOT PRUNED AND ROOT BARRIERS PROVIDED, AS PER LOCAL MUNICIPAL REQUIREMENTS. 12. CONTRACTOR SHALL CALL SUNSHINE STATE ONE -CALL AT LEAST 48 HOURS PRIOR TO DIGGING. (1-800-432-4770). CLIENT: bp fna; i,7`11-1 s� r _ 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE PLANS PREPARED BY .- ha HARDEMAN • KEMPTON &ASSOCIATES Landscape Architects =V VC NOM •z\ ST. TMWJ% FL 3XW (M3) 2W-0= A A A A Z A A2-12-02 PER CITY COMMENTS NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10,2002 JASON E. RINARD R.L.A. (FL Reg. No.: #01608) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEM NT THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 4200 SERIES HARMONY W/ 8 MPD DOMINO CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA R F #60677 SCALE: 1"= 20' ALLIANCE Z&DM: JB DATE: 7,27f01 BP REPM: LB DESIGNED BY: JER ALLIANCE PM: AM DRAWN BY: KC PROJECT NUMBER: 003-16.01 CHECKED BY: J R DRAWING TITLE: LANDSCAPE PLAN SHEET NO: ?j Mir 1E L I a wo i I I LL;g I 1L ; •:°i N rr ! I� I 0' 20' 40' f SCALE: 1 " = 20' ! I 0. i oe € € 4 I b 1 ! i I b I P _ L• r}- d. ! I 1 . i . � ` € i I i i z € 11.W I ; ± i •. I ® N ! f € I !©1' Q € I LLB § P i i . 2 °- rn1 p 6 V »! i �i i § 1" RECLAIM METER (REFERCENCE CIV&-,l <C PLANS FOR SERVICF c i L CONNECTION) d'} M I I A R A I'(D I Ll r`° i ?-I ra b € € �• i j ;E I I I `. t j' ° 14 ( i 1 ; 9 a. '.'tip'' • € € 4a • . 6 4a 4 to a r O I 4 c - ... _... --•--..._...J n89'39.07'e 30' 2649.43' _ - - n89.40'08"e ! P i ! ADJACENT ZONING C-2 iL...-»-- -- 28 ! 1 i �,o ,\it € I 2 a ! ;i \ I i 28 16 E�1�_;i . 28 i it _ •`....�..... _202 1 If BPAMOCO RETAIL 1- OAK 4 II I i i 1 FACILITY 1� 2880 PROTOTYPE 14 o I I CD 36 x80 LO P 1 t' Ir ,� L>_I i o a o � o a a a o a € i I 4 2" s I - :----_..----- <�� I � � �� --� I 112 22 °O °° ,< few i�d O I ! fll f/----------------- ------------------------------- 1 I p 3: 28 10 idy d.� 4a 4 I 1.7. ®-------------------------- €`:, c9 S �< I ------------------------- ` l: CSO .: ©q l tnG::f Q 1:`I j /I ` 22 I: o•ao;� `.�' �. �`'ao I rr ;; s �?�existing bus stop �4 lk. .. bM �Jy pig.•" - - .d - a._- ;.• -•3,,, •scm: w r- - 6v . 1R'vT :54Y4C nvx[a <,f bYrvS -_a w. ,n guy Wires s -- - _.-- -- ---- --m4 -_ -add ..-- 6- ----0 ----- - ---------- - --- m,,j.... 39'07"W 200.00' I ..- _---. ----_-_-_-_-----•__..--_.._ ___---_--_-.-------------------.---,_.._--- �Ma SILVER STAR ROAD 4"w 2.y tt p b --------------------------------- bm.,,A 4i wT Bt f -STATION NUMBER 22 -GALLONS PER MINUTE VALVE DESIGNATION GUIDE exlstmg N5 _.sld------------------- eWaik�, __-•-___�,...-n°.m..-_.-__ °a °_ M.M.e..sL ✓ ra.. IRRIGATION LEGEND: 0 RAIN BIRD 1806 SERIES POP-UP W/ 15' NOZZLE (ARC AS NEEDED) ❑ RAIN BIRD 1806 SERIES POP-UP W/ 12' NOZZLE (ARC AS NEEDED) 0 RAIN BIRD 1806 SERIES POP-UP W/ 10' NOZZLE (ARC AS NEEDED) ® RAIN BIRD 1806 SERIES POP-UP W/ 8' NOZZLE (ARC AS NEEDED) ® RAIN BIRD 1806 SERIES POP-UP W/ 15' STRIP NOZ. (ARC AS NEEDED) �k USE RAIN BIRD 1812 AS NEEDED FOR LANDSCAPED AREAS 1�q HUNTER PGM-06 PART CIRCLE ROTOR W/ 1.0 NOZ (ARC AS NEEDED) 0 HUNTER PGM-06 PART CIRCLE ROTOR W/ 1.5 NOZ (ARC AS NEEDED) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #4 NOZ (ARC AS NEEDED) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #5 NOZ (ARC AS NEEDED) O HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #6 NOZ (ARC AS NEEDED) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #7 NOZ (ARC AS NEEDED) OO HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #8 NOZ (ARC AS NEEDED) ® RAIN BIRD PGA-100 1" REMOTE CONTROL VALVE �s TERMINATION POINT OF SPARE WIRE FROM IRRIGATION CONTROLLER FM POINT OF CONNECTION - 1" RECLAIMED WATER METER (28 GPM AT 60 PSI REQUIRED) REFER TO CIVIL PLANS FOR SERVICE CONNECTION. RAIN BIRD ESP-12LX+ HYBRID IRRIGATION CONTROLLER © W/ MINI -CLICK #502 (SEE IRRIGATION NOTES FOR INSTRUCTIONS) - - - - - MAIN LINE - SCH 40 PVC - SIZED AS INDICATED (PURPLE) LATERAL LINE - PVC CLASS 160 - SIZED AS INDICATED (PURPLE) NOTE: ALL LATERAL LINES NOT SIZED SHALL BE 3/4" SLEEVING - PVC SCH 40 (SEE IRRIGATION NOTES FOR SIZING) NOTE: ALL PIPING SHALL BE PURPLE RE -USE PIPING. IRRIGATION NOTES: 1. IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS TO NOT DAMAGE EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL VERIFY EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS OF ANY DAMAGE CAUSED BY HIS WORK. 2. ALL MAIN LINE PIPING SHALL BE BURIED AT A DEPTH TO HAVE A MINIMUM COVER OF 18". ALL LATERAL LINE PIPING TO HAVE A MINIMUM COVER OF 12". 3. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL HOOK-UPS. 4. SUPPLY PIPINGFREE OF ALL DIRT DEBRIS AND CHIPS SHALL BE FLUSHED EE PRIOR TO THE INSTALLATION OF THE BACKFLOW PREVENTOR. ' 5. SLEEVES SHALL BE REQUIRED UNDER ALL SIDEWALKS AND DRIVEWAYS. MINIMUM SLEEVE SIZE SHALL BE 2". 6. 12" HIGH POP -UPS SHALL BE USED IN ALL SHRUBBERY AREAS. SUPPORT THE RISER WITH A #5 REBAR STAKE AND NYLON CABLE TIES. 7. ALL 24 VOLT WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL VALVES SHALL BE AWG SIZE 14, TYPE OF DIRECT BURIAL, SINGLE STRAND WIRE. WIRES ARE TO BE BUNDLED TOGETHER THEN TIED TO THE BOTTOM OF THE MAIN LINE PIPE W/TIES AT 10' INTERVALS. WIRE BURIED IN TRENCHES W/OUT MAIN LINE PIPE SHALL BE INSERTED IN 1 /2" CL 160 PVC PIPE AND BURIED WITH A MINIMUM COVER OF 16". 8. REFER TO THE LANDSCAPE PLAN WHEN TRENCHING TO AVOID TREES AND SHRUBS. 9. ALL PVC PIPING FOR MAINLINE , SLEEVES AND RISERS SHALL BE SCH. 40. ALL OTHER PIPING SHALL BE CLASS 160 OR 200. 10. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" FLEX PIPE CONNECTION. 11. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND WALLS. 12. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. 13. IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON REPRODUCIBLE PAPER SHOWING ALL INSTALLATION THAT DEVIATES FROM THESE DRAWINGS. THE AS -BUILT SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 14. ALL VALVES, GATE VALVES AND QUICK COUPLING VALVES SHALL BE INSTALLED IN VALVE BOXES. VALVE BOXES SHALL HAVE A MIN. 3" BED OF PEA GRAVEL. 15. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPED AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY OR RIGHT OF WAYS AND INSIDE THE LANDSCAPE AREAS. 16. ALL RISERS SHALL BE PLACED A MIN. OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. 17. EXACT CONTROLLER LOCATION TO BE COORDINATED WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 18. PROPERLY GROUND THE CONTROLLER TO A 5/8" X 8' COPPER CLAD GROUND ROD WITH AWG #6 BARE SOLID COPPER WIRE. ALL SPLICES AND CONNECTIONS TO THE 24 VOLT CONTROL WIRE SHALL BE MADE WITH KING TECHNOLOGY #6 WIRE CONNECTOR. 19. ALL PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH LOCAL CODES. DOUBLE CHECK ASSEMBLY TEST COCK---;.q clMc ,- GALV. NIPPLE GTH AS REQ'D 3 .\ "V, , .V. V. IV °iala. iVII-MILII1L BACKFLOW PREVENTER PVC SCH 80 90 ELL ff 12 RECT. VALVE BOX WITH PURPLE LID COVER FINISH GRADE WIRE CONNECTORS TO SPRINKLERS COMMON WIRE HOT WIRE ode ,pooaa&.. o d RAINBIRD PGA SERIES VALVE 3" GRAVEL SUMP PVC SCH 80 NIPPLE PVC MAIN LINE SCH. 40 PVC FITTING CONTROL VALVE FINISH GRADE RAIN BIRD 1806 POP-UP z OR PGP-ADJ ROTOR N KAF-FLEX PVC HOSE - 18" MINA SCH. 40 PVC TEE z N z 00 SCH 40 PVC STREET ELL PVC LATERAL LINE NYLON TIES NT MATERIAL I `r I 1101� r RAIN BIRD -•P :• NIPPLE ■ ' A KAF-FLEX PVC • • •� • SCH. 40 PVC TEES PVC LATERAL LINE HIGH POP-UP SHRUB SPRINKLER CLIENT: bp 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: A 0 0 Q1 2-13-02 PER CITY COMMENTS NO. DATE I REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10 2102 JASON E. RINARD R.L.A. FL Reg. No.: 016 8 0 FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 4200 SERIES HARMONY W/ 8 MPD DOMINO CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: 111- 20' ALLIANCE Z&DM: JB DATE: 7I27IO1 BP REPM: LB DESIGNED BY: ICD ALLIANCE PM: AM DRAWN BY: ICD PROJECT NUMBER: 003-16.01 CHECKED BY: JER DRAWING TITLE: IRRIGATION PLAN SHEET NO: NORMAL 40"-0" WITH 4" WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK DISPENSER ,-COLUMN ° d .. . a• .. a .- .. : - as - do. y '•- .•°-: - - •� a a - - ° a ° d , a d ° ' .. • • - e° 4 /// -" - ' I.ViVIifCC I C a - 9 --' ° \ SUB \ —GRADE . T/0 ISLAND F' CONTROL PT. ' 3 EXPANSION JOINT W STRUCK JOINT�7 CONCRETE 8" THICKNESS 3,000 PSI WITH NYCON NYLON 6' MAX /X 6 FIBERS & LAMBERT RB-64 CURING COMPOUND OR 6"x 6"—W1.4 x W1.4 WWF 1 /2" EXPANSION JOINT CROSS HATCHED ELEVATION FULL DEPTH BROOM FINISH 1 /4„ SUB —GRADE 6" STABILIZED SUB —GRADE LBR 40 AREA SHALL BE D W COMPACTED TO 98% AASHTO T-180 POURED LEVEL Q BOLLARD (TYPE TO • e - e•-: •a 8" CONCRETE TANK MAT SECTION BE DETERMINED BY P.M. ) 3'-32" .. _ d.a .�-.. .. u .e a Q it .OQ a -. '•°--'°' a.°: .a , - °• 'd.- ° -: .d'. o_Q•. c� ' ' EXPANSION JOINT DISPENSER EXPANSION JOINT R EXPANSION �2 w w w n_o— JOINT 7COLUMN o.. ° pQO_ O_ Q EXPANSION JOINT STRUCK JOINT ' / to PAVEMENT —I 3 � 1 2 ° NOTES: `.\ 163 Ln N 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER : o :.a ':°;' ° : • " a ° a - ,,- '; °•'•' ' THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. e -�--CONCRETE :, .. ed 4 e . A.''. 4'. '4 •9 2. EXPANSION JOINTL SHALL BE ER d• •° -Q y .° a °a '.- d r ..,: PREFORMED JOINT FILLER,4TO FULL DEPTHPOFLCONCRETE.PREGNATED \ \ �\ \ SUB —GRADE � \\ � �• .n .. �` \ NOTES: 1'-02" TYPICAL SIDEWALK 1. CURB SHALL BE CAST OF 3,000 P.S.I. CONCRETE 1. RD-1009 2/98/94 NTS CONCRETE STRENGTH REQUIRED• 92., 1.-6.> 6 VERTICAL CURB ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE C-10" „ STRENGTH OF 3,500 (PCI) PSI AT 28 DAYS. CONFORMANCE FDOT TYPE D„ PLAN TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND 4.8.3. PUMP ISLAND DETAIL 5/8" OR 3/4" HOLE 5" 1. 6" — 3,500 PSI CONCRETE W/NYCON NYLON-6 R=2 CAST FIBERS & LAMBERT RB-64 CURING COMPOUND 6" OR RUBBED TANK MAT-8" THICK. 3,500 PSI WITH NYCON NYLON-6 STRUCK JOINT I FIBERS & LAMBERT RB-64 CURING COMPOUND 2" RADIUS 2. 6" STABILIZED SUBBASE TO MIN LBR OF 40 & SLOPE II COMPACTED TO 98% AASHTO T-180. ' . . . ° d• I 9" 3. 1 /4" PRE MOLDED EXPANSION JOINT STRIP — "ZIP —STRIP" 4� �� -:` PAVEMENT SURFACE ° SET 1 /2" BELOW PAVEMENT TOP @ 20'-0" O.C. MAX 8• ° \_LUMINAIRE 6' `" �° FILL WITH 4. APPLY SONOLASTIC SL-1 EXPANSION JOINT SEALANT AS 1 e CONCRETE I FLAT LENS 12" f 3" PER SPECIFICATIONS OF THE MANUFACTURER SONNEBORN 1 ? D Al 7711 COMPUTER AVE. I MINNEAPOLIS, MN. 55435 °; I> -J FACTORY PRIMED STEEL POLE TO BE FIELD PAINTED BLACK CONCRETE SIDEWALK 4 DIA GALV STEEL PIPE; j j I j 1—(612)-835-3434 6 » ' D' I I I I NOTE WITH 6x6 10/10 WWF PAINT WITH WHITE I MINIMUM TO SUIT REFLECTIVE TRAFFIC I LE BASE EXPANSION JOINTS TO OCCUR AT DRIVEWAYS, AT TOE OF - PLATE WHEELCHAIR RAMP, AT PUMP ISLANDS, WALKS AND PAINT D NO 4 BARS, 18" TANK SLAB. INTEGRAL CURB SIDEWALK °' . i TOOLED GROUT EDGE LONG (TWO PERLEVELING NUTS GUARD) TYPICAL CONCRETE PAVEMENT SECTION EXISTING 3/4' CHAMFER CONCRETE WHEEL STOP 6" 6" ASPHALT WEAR COURSE PAVEMENT ( I f ASPHALT BASE COURSE o TACK COAT STOREFRONT 4-3/4"�x32 ° " BASE PRIME COAT ; I. : D I i ( LG ANCHOR Al BOLTS RAMP SURFACE 4" THICK CONCRETE \ \\ \ \\ \ DI i' Q N I I \ GRADE DETECTABLE WARNINGS [PEDESTRIAN RAMP ;O PER FDOT INDEX No. 304 MAX. SLOPE 12:1 LANDSCAPE AREA LANDSCAPE AREA WHITE REFLECTIVE \\ \ SUB HANDICAP SIGN 14 DIA SYMBOL ON REFLECTIVE 6' 8 6 BLUE BACKGROUND \ \ \ I P �� 3„ CONCRETE D .i o _ ti�1 ` I `tN00 i/`� PARKING BY DISABLED BLACK OPAQUE p r�� —J LEGEND AND BORDER ASPHALT 1" TYPE S-1 ASPHALTIC CONCRETE " PERMIT ONLY 3 4 ELEC SIDEWALK SIDEWALK TOWAWAYZONE ON REFLECTIVE — / ( / iA &FINE UPTO$250 WHITE BACKGROUND ASPHALT 1--1/2" TYPES 1 ASPHALTIC CONCRETE CONDUIT z EXPANSION JOINT 1 /2" PREFORMED t° JOINT FILLER (ALL AROUND) HADICAP SIGN BOLLARD DETAIL I - FDOT INDEX No. 17355 BASE 8" LIMEROCK LBR 100 COMPACTED TO 3 TIES C� 12" OC A A N 98% OF AASHTO T-180 # N THIS SIGN TYPICAL EACH HANDICAP #5 VERTICAL ®CORNERS ---I PARKING SPACE SUB —GRADE 12" STABILIZED SUB —GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 l WHEEL STOP 3000 PSI CONCRETE 4 (TYP) TYPICAL ASPHALT PAVEMENT SECTION 6" BLUE HASH MARKS 36" O.C. t HANDICAPSYMBOL 30 SQ ARE OR AINTED BLUE SONO—TUBE N 3" GALVANIZE 00 HANDICAP STEEL POLE (' ACCESS AISLE NOTE: 6 SINGLE " FINSIHED GRADE LIGHT POLES WILL BE A MAXIMUM OF 30' .F_d •. � TALL. POLE AND FIXTURES TO BE PAINTED BLUE STRIPE a `':) Ia FACE OF CURB OR BLACK. I•- EDGE OF PAVEMENT AREA LIGHT BASE 6" WHITE STRIPE ---6" BLUE STRIPE :d I (a CONCRETE o o a - cV ° 2" d 1 ( .4 % bl I d 12' 5' = °L J 4.d LO I PLAN VIEW 12" HANDICAP SIGN l� A 3'-5' SQUARE RD-1022 11/3/00 NTS SECTION A —A RAMP SHALL HAVE A TACTILE SURFACE, PER FDOT INDEX #304, TEXTURED TO A DEPTH NOT HANDICAP PARKING EXCEEDING j"BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINTING SURFACE OF SIGNAGE AND MARKINGS DETAIL EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), 1j" #6 RD-1022 11/3/00 NTS EXPANDED METAL STANDARD OR 3 LB. EXPANDED METAL GRATING. T 0 ISLAND CONTROL P 2' 2 4' CLIENT: -- �- bp �r 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN AM MEMBER TITLE: 11 A 0 A 6 Q -- 0 0 A Q1 2/11/02 PER CITY OF OCOEE NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR ?00 PAUL J. MAZZILLO, P.E. (FL Reg. No.: #44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CQNFIDENTIALITY STATEMENT• THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/6 MPD DOMINO CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA R F #60677 sCALE: NTS AWANCE Z&DM: JB DATE: 9-27-01 BP REPM: LB DESIGNED BY: NS AWANCE PM: AM DRAWN BY: GTH PROJECT NUMBER: 003-16.01 CHECKED BY:PJM DRAWING TITLE: DETAILS SHEET NO: n. (o A a � a 2 1 /4" ° 2'-0" L 4- M <6" ° .O 2 1 /4" PLAN 3'-0" 3 3/4" — FRAME 3 3/4" n° L ,0 � °d' to o d ° e o. 6" (MIN) e: 2'-0" 6" (MIN) • A° <. •° ' SECTION HOT DIPPED GALVANIZED STEEL GRATE H-20 LOADING NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS @ 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2'-0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. FDOT INLET TYPE "C" DR-1055 12/09/94 NTS SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE SEE NOTE 2 RESILIENT SEAT M. J. GATE VALVE WATER MAIN IT17rei-• , CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL (FIG. 400) REDUCED PRESSURE BACKFLOW PREVENTER FEBCO MODEL 825Y OR ADDDrnicn rni i Ai 2' WIDE DAi I k/A,LVE NOTES: 1. ALL PIPING SHALL BE SCH. 80 PVC, TYPE "A" COPPER OR BRASS. 2. UNPROTECTED CONNECTIONS ARE PROHIBITED BETWEEN BACKFLOW PREVENTER AND METER. 3. USE ADJUSTABLE PIPE STANDS WHERE REQUIRED. 4. ASSEMBLY TO BE INSTALLED A MINIMUM OF 12" TO A MAXIMUM OF 30' OVER FINAL FINISH GRADE AS MEASURED TO THE LO ��EST POINT OF THE RP ASSEMBLY AND NO CLOSER THAN 12" TO ANY FI ,I!ED APPURTENANCE. 5. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE LOCAL REGULATORY AGENCY DEPT. OF PUBLIC UTILITIES. 6. 6" CONCRETE SLAB SHALL BE REINFORCED WITH #6x6—W10xW10 AND SHALL BE TYPE 1, PORTLAND CEMENT WITH A MINIMUM 28—DAY STRENGTH OF 3000 psi. 7. SLAB WIDTH SHALL BE 2' TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 8. ASSEMBLY TO BE INSTALLED AS CLOSE AS POSSIBLE TO METER ON CUSTOMERS PROPERTY. BACKFLOW PREVENTION ASSEMBLY WA-1003 12/28/94 1N GROUT 6'-0" BP TO FURNISH AND INSTALL — 1'-6" 1 3/4" \ N 19ONT 11 1/2" 1'_1" 11 1/2" 3' 2 1 /4"x 2 1 /4"x 4" JUNCTION BOX vv'"Vv" SIDE NOTE: ELECTRICAL NEEDS ARE #12 WIRE (20 AMP) WITH GROUND WEDGE ANCHOR BOLTS ARE 1 /2-13 NC X 3 1/2' LG (4 REQUIRED) ELECTRICAL CONDUIT TO BE STEEL. AS8 MOUNTING PAD DETAIL 3' 9 3/8" 1'-5 1/3" 9 3/8 LO N FRONT = 1 3/8" BP TO FURNISH AND INSTALL -- VACUUM ELECTRICAL r CONDUIT �..= (o z F , s" DIRECTION (TYP) �OF FLOW FILLET WELD AT EACH SIDE OF GRATE AT EVERY OTHER CORRUGATION ON THE 30* GRATE WELDING DETAIL TANGENT. PROVIDE GRATE FINISHED OPENING 1-3/4" GRADE SLOPE o SLOPE 3000 PSI lei' �: •' - 3" �—� 'd a - :� = �.:; CONTECH CONCRETE '' SLOTTED DRAIN ENCASEMENT�.' OR APPROVED �• EQUIVALENT 16 GAGE MIN •' ' • GALVANIZED STEEL OR ALUMINIZED STEEL TYPE 2 SLOTTED DRAIN NOTES: MATERIAL. THE CORRUGATED STEEL SLOTTED DRAINS SHALL BE MANUFACTURED FROM HELICALLY CORRUGATED STEEL PIPE WITH A CONTINUOUS WELDED SEAM PER AASHTO M-36. AT THE END OF THE PIPE THERE SHALL BE TWO ANNULAR CORRUGATIONS TO ALLOW THE CORRUGATED BAND TO MESH FULLY WITH THE PIPE. THE GRATE ASSEMBLY SHALL BE MADE OF STRUCTURAL STEEL SUITABLY WELDED TO THE PIPE AND GALVANIZED AFTER ASSEMBLY. THE SIZE OF THE CORRUGATED STEEL SLOTTED PIPE SHALL BE AS SHOWN ON THE PLANS, AND SHALL BE CONSTRUCTED IN 20 FOOT SECTIONS WITH SHOP WELDED ELBOWS IF REQUIRED. THE UPGRADE END OF THE SLOTTED DRAIN PIPE SHALL BE PLUGGED WITH A CAP BEFORE BACKFILLING IS BEGUN. DURING BACKFILLING AND PAVING OPERATIONS THE CONTRACTOR SHALL COVER THE SLOT TO PREVENT INFILTRATION OF MATERIAL INTO THE PIPE. CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO PIPE BY CONSTRUCTION EQUIPMENT PRIOR TO COMPLETING THE BACKFILL OPERATIONS. ALL MATERIAL FOR THE SLOTTED DRAINS SHALL BE RATED FOR H-20 LOADING WHEN CONSTRUCTED IN ACCORDANCE TO THIS DETAIL. ANY PIPE INSTALLED WITH THE GRATE DIRECTED AGAINST THE FLOW WILL BE REMOVED AND CORRECTED AT THE CONTRACTORS EXPENSE. SLOTTED DRAIN DR-1066.DWG 12/16/94 THE RIBBON RACK MODEL RB-5 OR APPROVED EQUAL —PAINTED BLACK 38-3/8" V-6» 1 2' 4" 4" 6" 3' PLAN SIDE — NOTE: ni rn ELECTRICAL NEEDS ARE #10 WIRE 9-5/8" — (30 AMP) WITH GROUND WEDGE ANCHOR BOLTS ARE 1 /2-13 NC X 3 1/2' LG (3 REQUIRED)uj i VACUUM MOUNTING PAD DETAIL n n PLAN TRAFFIC GRADE CONC RISER RINGS TRAFFIC LID 8" THICK (MIN) MANHOLES W/COVERS TO GRADE FLOW 6 F z N � LIQUID LEVEL '7 in N N 00 . . . . . . . . . . . —WALL STEEL #5@12"EW t H-20 TRUCK LOADING 4 LIFT EYES 4,000 PSI CONCRETE @ 28 DAYS TYPE II CEMENT SECTION 1. INTERIOR SHALL HAVE BITUMASTIC COATING ON ALL SIDES, TOP AND BOTTOM 2. PRECAST AND POURED —IN —PLACE UNITS SHALL HAVE SUFFICIENT STEEL REINFORCING TO INSURE STRUCTURAL INTEGRITY FOR H-20 LOADING. 3. INLET AND OUTLET TO BE A MINIMUM 6" DIAMETER. 4. MINIMUM HYDRAULIC CAPACITY SHALL BE 750 GALLONS. 5. GREASE TRAPS MAY VARY PER MANUFACTURER. CONSULT OWNER'S REP. FOR APPROVED EQUAL. GREASE TRAP USF HANDHOLE ` TRAFFIC BEARING RING & COVER CONCRETE PAD BUILDERS FELT 16" SQ X 4" THICK IN UNPAVED AREAS #4 REBAR (TYP) EACH WAY 1 CO PLUG & CO FITTING >°°o°e osoe000s000a;oos 000°o€ °° 4" ROCK BASE SDR 35 PVC PIPE 45° EL r1r,_ 45° WYE STOPPER AS — RECOMMENDED BY THE PIPE MANUFACTURER CLEANOUT FLANGE MOUNT IN —GROUND 4 CONCRETE ANCHOR \ SIDEWALK o MOUNT _� ELEVATION VIEW M NOTE: ASTA A53 SCHEDULE 40 STEEL PIPE AND HOT —DIPPED GALVANIZED ._,1A RIBBON BICYCLE RACK DETAIL CLIENT: bm 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER I E: 11 L� 0 0 A 0 0 0 0 Q/11/02 PER CITY OF OCOEE NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: 10 PAR J. AZIL®; P.E. (FL Reg. No.: #44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT - THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH SP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION• NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/6 MPD STARTER CANOPY SITE ADDR GS• 1650 SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: NTS ALLIANCE Z&DM: JB DATE. 09/27/01 BP REPM: LB DESIGNED BYNS ALLIANCE PM: AM DRAWN BY: GTH PROJECT NUMBER: 003-16.01 CHECKED BY: P JM DRAWING TITLE: DETAILS SHEET NO: TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) (SEE NOTE 8) FINISHED GRADE \\ \�LL. N / < w m z /� ./� . • TE 4 SEE NOz N c� x L /� \ " COMMON FILL j\\ *" PIPE O.D. * /\ ~ V) i 12 (TYP \ " SELECT z / \ COMMON o w FILL m o UNDISTURBED j /\ w w EARTH i (SEE NOTE 3) /\ - /K NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL CITY OF OCOEE UTILITIES DEPARTMENT FIG. 100 SOD R 10.33 7.5 2' 6' 137.5 2.07. 137.00 3;1 M-A)( 135.6 136.1 136.10 MATCH EXISTING GRADE 132.73 9.5' TEMPORARY EAST PROPERTY LINE CONSTRUCTION EASEMENT INTERIOR SECTION A -AD SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. BUILDING NORTH PROPERTY LINE FFE=139.5 6' 3' 4' I I I I 136.48 8 6:1 MAX 36.48 136.12 MEG NOTE: SOD ALL DISTURBED AREAS 0 SECTION B-B SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. NORTH PROPERTY LINE 8' 7' SOD SOD FFE 139.50 3' 4' SEE BLDG PLANS 137.50 FOR FOOTER DETAIL •22 136.78 6:1 MAX 1, SECTION F-FA SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. CORPORATION _z STOP (1" MIN.) �C w HIGH DENSITY POLYETHYLENE TUBING (1" MIN.) -COLOR SINGLE RECLAIM PURPLE METER BOX AND RECLAIM METER (BY CITY) SINGLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS DOUBLE STRAP SADDLE CURB STOP (SEE NOTE 3) -MARK WITH WOOD PAINTED PURPLE & WITH LOT NUMBERS `-HIGH DENSITY 30 - 45° POLYETHYLENE TUBING -COLOR PURPLE RECLAIM WATER MAIN TO METER BOX ASSEMBLY NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED PURPLE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. RECLAIM WATER SERVICE D CONNECTION DETAILS SILVER STAR ROAD 62' 140.32 3899 CORPORATION z STOP (1" MIN.) Q w 3 POLYETHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER (BY CITY) SINGLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS SADDLE-, 30 - 45' WATER MAIN CURB STOP (SEE NOTE 3) -MARK WITH WOOD PAINTED BLUE & WITH LOT NUMBERS POLYETHYLENE TUBING METALLIC TALLIC LOCATING r-EARLY WARNING / TAPE 1 " MAX. PVC WATER MAIN /i OR FORCE MAIN i 1 " MAX. METALLIC LOCATING f WIRE TO METER BOX ASSEMBLY NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICED CONNECTION DETAILS PROPOSED PROPERTY LINE 22' 3' 15' 32' 6' i 7' i 2' 5' S/W 2.00% PROPOSED CONCRETE PAVEMENT - 3--9 Al NOTES: 1 • PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 2• LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. 3. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. PVC PIPE LOCATING WIRE DETAIL CITY OF OCOEE UTILITIES DEPARTMENT FIG. 108 I� CLARKE ROAD 24' REDUCED PRESSURE BACKFLOW PREVENTER FEBCO MODEL 825Y OR APPROVED EQUAL. 2- WIDE NOTES: 1. ALL PIPING SHALL BE SCH. 80 PVC, TYPE "A" COPPER OR BRASS. 2. UNPROTECTED CONNECTIONS ARE PROHIBITED BETWEEN BACKFLOW PREVENTER AND METER. 3. USE ADJUSTABLE PIPE STANDS WHERE REQUIRED. 4. ASSEMBLY TO BE INSTALLED A MINIMUM OF 12" TO A MAXIMUM OF 30' OVER FINAL FINISH GRADE AS MEASURED TO THE LOWEST POINT OF THE RP ASSEMBLY AND NO CLOSER THAN 12" TO ANY FIXED APPURTENANCE. 5. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE LOCAL REGULATORY AGENCY DEPT. OF PUBLIC UTILITIES. 6. 6" CONCRETE SLAB SHALL BE REINFORCED WITH #6x6-W10xW10 AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000 psi. 7. SLAB WIDTH SHALL BE 2' TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 8. ASSEMBLY TO BE INSTALLED AS CLOSE AS POSSIBLE TO METER ON CUSTOMERS PROPERTY. BACKFLOW PREVENTION ASSEMBLY WA-1003 12/28/94 I�WEST PROPERTY LINE 2' 3' 5' 5' 25' exist. SOD SOD AND LANDSCAPE AREA sidewalk 142.27 142.23 142.23 MEG _ 141.77 i MAx existing pavement ROADWAY SECTION G-G SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. r-138.40 `- • 2JrSOUTH PROPERTY LINE SILVER STAR ROAD 1. SOD EXISTING 24" RCP 62' 2' 3' 5' 8, & LANDSCAPE IE = 132.72k j SOD exist. SOD sidewal DRIVEWAY SECTION C-C Al I 142.27 SCALE: 1 "=10' HORZ. �m "-" " - ~� -- -- _ 141.41 I 141.47 141.57 £a � SCALE: 1 "=5' VERT. 140.91 -� - '^ ~ _ _ WEST PROPERTY LINE existing pavement 8:1 138.70 M 139.20 CLARKE ROAD 23' 16' 7' 8' 46' �3 -- -- -- _ 141.19 114112 2�12% ' ' 141.30 PROPOSED PAVEMENT - _- SROADWAY SECTION H-H existing pavement c' ` :, 4- SCALE: 1 "=10' HORZ. 139.20 SCALE: 1 "=5' VERT. MATCH EXISTING GRADE - EAST DRIVEWAY SECTION D-D PROPERTY LINETRASH 11.2' 7.5' 2' SCALE: 1 "=10' HORZ. ENCLOSURE SOD SCALE: 1 "=5' VERT. exist. sidewalk FFE=137.90 137.90 .7 135.NORTH PROPERTY LINE Mq, MEG68 135.68 135.50 2.4% �...., ._. 9.5' 20' temporary construction 13' SOD 3' 4' easement SECTION 1-1 SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. BUILDING FFE=139.5 139 42 NORTH PROPERTY LINE 6' 614.6' 7' 137.26 TRASH SOD SOD SOD 137.25 i�-7 ENCLOSURE »w., existing 6:1 MAX FFE=137.90 `s Is 6" oak 135.90 MATCH 135.17 1 EXISTGI ! 3 NOTE: SOD ALL DISTURBED AREAS 134.90 MAk GRADE Ia- ADJACENT PROPERTY SECTION E-E Al SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. 133.85 MEG SECTION J-J Al SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. CLIENT: bp 'E i , " 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: AV DEVELOPMENT GROUP. INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TIT D D D D D D4-5-02 PER CITY OF OCOEE D2-11-02 PER CITY OF OCOEE NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: AU J MAZ P.E. (FL Reg. No.: #44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFO9MATI0- NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/6 M PD STARTER CANOPY SITE ADDR .M 1650 SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: NTS ALLIANCE Z&DM: JB DATE: 09/27/01 BP REPM: LB DESIGNED BY. ALLUWCE PM: AM DRAWN BY: GTH PROJECT NUMBER: 003-16.01 CHECKED -By :P JM DRAWING TITLE' DETAILS �I STEP FOOTER SEE SECTION TE-1 TE-1 10'-8" HIGH IMPACT EIFS TO MATCH BUILDING. SEE ARCHITECTUAL — 13t-41# SHEETS FOR COLOR INFORMATION DFFF— TE-1 , I I ) I ( I I I 4' 4' I ZT I 4" DIA I BOLLARDS I 12" FOOTING W/ (4) PIPE 6x6 10/10 WWM TURNED DOWN SLAB I w o cn O o I 4" BOLLARD (TYP) I I 12' I [rrF-- — I I3'-0"x 6' WOOD DOOR 00 � • 8" CMU WALL WITH #5 REBAR 0 32"O.C. FILL GROUT(TYP) CELL SOLID WITH . ( r I I I II I I 8" . . CN. Toy w 0 1 "0 EMBEDDED PIPE SLEEVE "' o 00 �o N • s CONCRETE APPROACH RAM," N.T.S. 22 GA. GALVANIZED STEEL DECKING TYPE NS. MANUFACTURED BY: UNITED STEEL DECK INC. OR APPROVAL EQUAL (PAINTED BLACK) 12' SEE OWNER REPRESENTATIVE FOR DOOR LOCK SPECIFICATIONS STEP FOOTER SEE SECTION TE-1 34" POST IMPACT EIFS >>, J"x12" BLACK NON-ADJUSTABLE THROW CANE BOLT AT EACH GATE. NATIONAL HARDWARE MODEL #212365 OR EQUAL. 1"0 EMBEDDED PIPE SLEEVE IN CONCRETE TO ACCEPT BOLT. —2"x2"8" METAL ANGLES FRONT ELEVATION MITERxCORNERS AND COPE N.T.S. ANGLE BRACING. FLUSH ALL WELDS SMOOTH. PRIME AND PAINT #3 x 2'-0" DOWELS ® 12" O.C. (EXTEND 1'—O" EA. SIDE). CONC. RAMP 2% SLOPE—\ #3: STIRRUPS ® 12" O/C ADJACENT CONCRETE PAD x '-6" CONCRETE SLAB LEAVE 2X4 KEY WITH 6x6 10/10 WWM ON GRADE BEAM FOR RAMP SEAT #5 CONT. (TYP) RAMP DETAILS N.T.S. VG WITH 6x6 10/10 WWM TRASH ENCLOSURE ELEVATION (INTERIOR) N.T.S. HOLD REINFORCING IN POSITION AT INTERVALS OF 96 DIA'S (MAX.) WITH "REBAR POSITIONERS" AS MANUFACTURED BY AA WIRE PRODUCTS OR EQUAL. (MIN. OF 2 PER BAR.) ALL REINFORCEMENT SHALL BE ANCHORED IN POSITION PRIOR TO PLACING GROUT. SPLICE VERTICAL BARS WITH MECHANICAL COUPLERS WHICH DEVELOP 125% OF ASTM SPECIFIED YIELD STRENGTH, OR 48 0 LAPS. (LAP WITH FOOTING DOWELS 12" MIN.) REINF. CENTERED IN BLOCK CAVITY (U.N.O.) HORIZ. & VERT. REINF. PER SYMBOL 6" CONCRETE SLAB-' WITH 6x6 10/10 WWM 2-#5 CONT. (TYP)—� MAINTAIN 3"— MIN COVER SECTION TE-1 /__/l_� N.T.S. CMU WALL #5 DOWEL, VERTICAL REBAR SPACING 16" O.C. CONT. (TYP) NOTE: VERT. REINF. FULL HEIGHT OF WALL CELLS CONTAINING STL. ARE FILLED W/GROUT; VERT. CELL SHOULD PROVIDE A CONT. CAVITY FREE OF MORTAR DROPPINGS AND AT LEAST 3"X4" IN SIZE. AT TOP OF INTERMEDIATE GROUT LIFTS, HOLD GROUT 2" BELOW TOP OF BLOCK LACE MORTAR ON CROSS / WEBS ADJACENT TO CELLS / WHICH WILL BE GROUTED, TO / PREVENT LEAKAGE S-STD. LADDER TYPE 9 GA. JOINT REINFORCING AT 16" O.C. REINFORCED CONCRETE MASONRY DETAIL —,� /-,-- N.T.S. 8" 6 3/4" DOUBLE EXTRA STRONG PIPE TYPICAL POST DETAILS N.T.S. CONCRETE CAP AND FILL 4" 0 x 6' CONCRETE FILLED, STEEL BOLLARD PAINT SAFETY YELLOW. BROOM FINISH n AND TROWEL 3/8" EXPANSION JOINT (TYP) JOINTS TO MATCH CONCRETE PAD VARIES _ VP T.O. SLAB E. - - 16"Ox 3'-0" DEEP CONCRETE FOOTING y_ t° ". STANDARD WEIGHT 3 1 /2" STEEL PIPE 7 't7 TO BE WELDED TO THE METAL GATE. PIPE TO ENCASE GREASED DOWN r DOUBLE EXTRA STRONG 3" STEEL PIPE INTERIOR PIPE TO BE GROUT FILLED O„ 2 3/8' Y y r Fiy\h' � rF POST TO BE FLUSH WITH ACM GATE HINGE PLAN N.T.S. NOTE: DESIGNED IN COMPLIANCE WITH S.B.C. 97, SECTION 1606. CLIENT: NO% 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: DEVELOPMENT GROUP, INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: Al 0 0 A 3 2 Q2/15/02 PER ENGINEER NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10 2002 PAUL J. MAZZILLO, P.E. (FL Reg. No.: #44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY -STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/6 MPD STARTER CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: N.T.S. ALLIANCE Z&DM: JB DATE: 10/08/01 BP REPM: LB DESIGNED BY: PJM ALLIANCE PM: AM DRAVM BY: PROJECT NUMBER: 003-16.01 CHECKED BY- PiM DRAWING TITLE: TRASH ENCLOSURE DETAILS SHEET NO: 13 ADJACENT ZONING C-2 t i 3 �� I k � ',,•� 4 f - ` '1y'�"'`,�V,k£N. ( a• „F•' "� { =n..'j,'`TMW 'v^.c.... ,..,L.�� 1 a � I BPAMO ' I FA 2880 *4 i w J m € , DONATION OF 10' OF iPROPERTY T 1 s I d .s DpI THE CITY OF 0 "BP ONNEC \'BP TOWER po U A �-- OCOEE SIGN SIG s i I i 1 Lu < LLJ. I 5I I I O 1 I r.j y o: "## F i I � f tt i BP CANOPY ) It 3 1 O: �I SIGN I 'REC t k < Z' o e o 0 0 o I t, t s< � �` r• �� ` 1 � 1 ' . £ I BP CANOPY h r~� r� , L I la r G I ; :::� :� ( SIGN (1 Li I F I L' q, ¢. a.. lQ':•'' I LED LASER BAND (CANOPY) 5 21 --------------- - - - - - - - - - - - - - I MID P CANOPY $ :`1� �s��+, SIGN tad` .' SIGN . a 8. i t.,...Q. 11.0521 ` ti 10' SIGN ,` SETBACK 0000 i I< N00'10'51:"E _1< �I a g Y,t ` '.,.., �N89'39'07"E 209.86� ,�\'`. i , R`i.°oncrete sWd'vtFalk .r _ �7 r t y S S8 9 200.00 ire 9 3 07 IN cone pole PROPOSED ROADWAY IMPROVEMENTS P:�:.'i•S'' 'd'•.YP.k:�°.: -� w, +,Kw •,-.:.�, .vx.'�u.v ...�ic"n i'f�..ryt ....w ,..,:.. .,.n.e. w..,.. �� ,, - "UN[�E'I�' Q-C4N�STRU'CTION: ' INF�}Rl�rf-ATi'ON� PRWI©ED -$Y L-0C-HRAKEENCIN€E-RIN• INC. DATED 4-12-01. ,�r��x=n-k•� vrr -•� 3' DIA. 0' 20' 40' Q "CANOPY" BUILDING SIGN AREA = 7,1 SF SCALE: 1 " = 20' 20" Imp 1 y�,9p milba, Add. Q LO t i 'WisUng bus stogy 8,71fL 4> -+ 84_99'? 7 i Tl I I .I� , ,J 'tom f . a TOWER SIGN AREA = 21.9 SF LIMITS OF S.F. AREA OLD RIGHT—OF—WAY LINE n89*39 r 0 30 M� M'al`n pasted 45 mph EI n Ell ` SVE ST 3 _ '8) Ai@ ��'.^}O�3'?� � ,..,,. . , e��a4u?'.y.rs •.fi.% �_.,...._ .. ,.-,_...'.'�`.`Gs�?'SC '^`.sit"_..-� _ . ._.-.__ ,....... _ ,,...., s.�,-.,,». ._ ...-..........ac^:•,_ ...ar.-nc—... . . __.. - «,f._.__�._._-._................—._...-........_...-__.._..._...._........,_.__.,_..,._.......-«_...._...--.._._.,_.._.-._._......._.,_._.......... ,.....,._.-.______._.._.._.............__...__,.....__....___,____...-__._.,_...._. .Ar,» My... ,w,., .,<. +.....'"iti.,_a-._.,�-<-.-s-_::--..xnm_..-_sa:,.:.,.�;-,,.._._.......w..:,.,,:......•.-.-,_..,,.-w.."c,r._c-v.-yam^-,..,.....,.._,..._._..�...ccy-+ae•,,,_•-..,-".�..e,m..---:,..,,..,.....-.^,.a.,.,....,,,...,,..,.,..,...,,. .,,.,, <n-.> >,..,...,.,m ..................,...,..»w......-.......,....-....,..,�.,....,_,,.,.,... s...�__......._.,......._w__..,...-_.__....._,......_........_._.._._._..___._____..._._.�....�._ - «._..__....._..._-....._._....,........._.._,....«.........,.-.__._._..,............._.,_....,,..._.._...�..,...•....,_....,._..._,..,_....... +80,841 ADJACENT ZONING PUD 4',i}(it T t 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 _._.__....... ....... FRONT ELEVATION S FA LED LASER BAND (BLDG) @1 54 LFx 1" Al CANOPY ELEVATIONS G L *SIGN MANUFACTURER/INSTALLER TO VERIFY NEW GROUND CONTOURS — BEFORE FINAL FABRICATION OF SIGN O MID SIGN 4 AREA = 31.7 SF 12' BUILDING LOGO 0 p c 0 n n e Q BUILDING LOGO AREA = 19.55 S,F, /p0 01 by C — s ' �" ' " ""'D (CANOPY)O SIDE ELEVATION TENT: o V4',.: 3t 44 . x�,�rT.`�i,.. Ef• M 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: AV ;Awm�mz.4m.C, 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 11 a 0 T Q4-05-02 PER CITY OF OCOEE NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10 2002 PAUL J. MAZZILLO, P.E, (FL Reg, No.: 44051 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP. INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT C PIENT OFTHESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/ 6 MPD STARTER CANOPY SITE ADDRESS: 1650 E. 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The engineer and/or architect must Symbol Qty Label Arrangement Lumens LLF Description determine applicability of the layout to existing or future field conditions. 10 2101 SINGLE 107800 0,720 BPH-CHH-20-F-S-BUF Total Watts This lighting pattern represents illumination levels calculated from laboratory data 24 3b2 SINGLE 3 516 32000 0.720 BPH-SCF-D-320-PSMV-F-MT-BUF 1080 370 taken under controlled conditions in accordance with illuminating Engineering Society SINGLE 12800 0.720 CHWS-3-175MH-F-MT-BUF 210 approved methods. Actual performance of any manufacturers luminaire may vary due to variation in electrical voltage, tolerance in lamps, and other variable field conditions. 8 8 8b SINGLE 8500 0,720 LT72-100MH 129 ■ 6 SINGLE BPH-ILS-175-MH-F-MT-BUF-NO CLIENT: 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: Av DEVELOPMENT GROUP, INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN AM MEMBER TITLE: A A A A NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: APR 10 2002 (FL Reg. No.: ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY ST) MFNT• THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/6 MPD STARTER SANOPY SITE ADDRESS: DRESS' 1650 E. SILVER STAR CLARKE ROAD OCOEE, FLORIDA RF #60677 SCALE: 1"= 20' ALLIANCE Z&DM: JB DATE: 2'14-02 BP REPM: LB DESIGNED BY: BDB ALLIANCE PM: AM DRAWN BY: BDB PROJECT NUMBER: 003-16.01 CHECKED BY: BDB DRAWING TITLE: PHOTOMETRIC PLAN SHEET NO: 1-0-503441-1 i'. m I LEFT ELEVATION t+n A I-_ A [Ali —AI A/l JV inLL• I/Y —I -V FRONT ELEVATION SCALE: 1 /4"=1'-0" Ah 110'-0" B.O.IMP AWNING S i! ! T.O. •C 122'-0" ►PET (BEY-� 1161-011 , • PARAPET + Ljk U. VAKAPET IMP i 1 B.iAWNING 2 3 OF BUILDING 4 5 I I I i I j KEYED NOTES: Cl SIGNAGE BY SIGN CONTRACTOR. 2 KAWNEER TRI-FAB 450 ALUMINUM STOREFRONT SYSTEM-.-----C-0 3 EXTERIOR LIGHT. REFER TO LIGHTING PLAN SHEET-EA-.3 4 ROOF TOP MECHANICAL UNITS 5 6" GALVINIZED GUTTER TO BE SEAL41 TE (1 GE-C� OR EQUAL C-09 6 L.E.D. LASER LIGHT C-02 7 PREFABRICATED CONTINUOUS MAILABLE RIDGE, REFER TO ROOF PLAN. g 4" DIA. GALVANIZED STEEL DOWNSPOUT- C-09 9 APPROXIMATE ROOF LINE 10 1" REVEALS IN FINISH TYPICAL. REFER TO DETAIL 01-A.5.1 C-10 11 FINISH DOOR AND FRAME AS NOTED 12 4" BREAK METAL BASE. SEE DETAIL 02r-_A_.5.1 13 RADIUS STANDING SEAM METAL ROOFING, REFER TO ROOF PLAN 14 EQUIPMENT SCREEN, REFER TO SHEET-A..5-.Z 15 EQUIPMENT SCREEN GATE, REFER TO DETAIL-04 A.5.2 16 SHADED AREA REPRESENTS HIGH IMPACT EIFS. 17 STANDING SEAM METAL ROOF COLOR -BP GREEN EXTERIOR FINISHES ALUMINUM PANEL SYSTEM WITH 1" REVEAL TYPICAL AP-2 ALUMINUM PANEL OR E.I.F.S. SYSTEM WITH 1" REVEAL TYPICAL. C-01 COLOR: YELLOW FINISH COATING: PMS 109C - SATIN FINISH C-02 COLOR: LIGHT GREEN FINISH COATING: PMS 368C - SATIN FINISH C 0 COLOR: GREEN FINISH COATING: PMS 355C - SATIN FINISH COLOR: DARK GREEN FINISH COATING: PMS 356C - SATIN FINISH C-05 COLOR: PEARLESCENT WHITE FINISH COATING: SATIN FINISH -06 COLOR: BP GREEN FINISH COATING: PMS 348C - SATIN FINISH COLOR: CLEAR ANODIZED ALUMINUM FINISH -08 COLOR: WHITE FINISH COATING: SATIN FINISH Cq-P9-1 COLOR: PEARL WHITE FIELD APPLIED COLOR TO MATCH C-05 116'-0" T.O. PARAPET MV- 1141-011 T.O. PARAPET i1-011 B.O. 1!1-011 T.O. SLAB CLIENT: 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: ?)9060"al DEVELOPMENT GROUP, INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: FIE L\ 4-05-02 PER CITY OF OCOEE NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: ENGINEER (FL Reg. No.: LICNO } FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/6 MPD STARTER CANOPY SITE ADDRESS: 1650 E. SILVER STAR CLARKE ■ , , FLORIDA RF -# 60677 SCALE: ALLIANCE ALLIANCE Z&DM: MS DATE: BP REPM: 2/13/02 REPM DESIGNED BY: ALLIANCE PM: IEH PM DRAWN BY: - PROJECT NUMBER GTH CHECKED CHECKED BY: OOa7-1 6.01 I�H DRAWING TITLE SHEET NO: ELEVATIONS i $ y A n Fm 1 E-k IL / • 1 m0 •,dL / i 1 KEYED NOTES: SIGNAGE BY SIGN KAWNEER TRI-FAB 450 ALUMINUM STOREFRONT C�7 EXTERIOR LIGHT. REFER TO LIGHTING PLAN E1 -3 ROOF TOP MECHANICAL 6" GALVINIZED GUTTER TO BE SEAL -II TE (1GE-C7) OR EQU C-09 L.E.D. LASER C-02 PREFABRICATED CONTINUOUS NAILABLE RIDGE, REFER TO ROOF 4" DIA. GALVANIZED STEEL APPROXIMATE ROOF 1" REVEALS IN FINISH TYPICAL. REFER TO DETAIL 03-A.5.1 C-10 FINISH DOOR AND FRAME AS 4" BREAK METAL BASE. SEE DETAIL 04=A.5.1 RADIUS STANDING SEAM METAL ROOFING, REFER TO ROOF EQUIPMENT SCREEN, REFER TO A.5:2 _ EQUIPMENT SCREEN GATE, REFER TO DETAIL 04-A.5.2 SHADED AREA REPRESENTS HIGH IMPACT STANDING SEAM METAL ROOF COLOR -BP EXTERIOR FINISHES AP-1 ALUMINUM PANEL SYSTEM WITH 1" REVEAL TYPICAL AP-2 ALUMINUM PANEL OR E.I.F.S. SYSTEM WITH 1" RE -'VEAL TYPICAL. EXTERIOR PAINTS 1 � rik 0 0'-0° COLOR: NSHANG100 FINISH PMS 109C - SATIN FINISH SLAB T.O. SLAB C-02 COLOR: LIGHT GREEN FINISH COATING: PMS 368C - SATIN FINISH C-09 11 C-03 COLOR: GREEN SEE-S'1- UCTIJ AL�C - FINISH COATING: PMS 355C - SATIN FINISH C-04 COLOR: DARK GREEN FINISH COATING: PMS 356C - SATIN FINISH C-05 COLOR: PEARLESCENT WHITE FINISH COATING: SATIN FINISH 01 RIGHT ELEVATION C-06 • SCALE: 1/4"=1'-0" COLOR: BP GREEN FINISH COATING: PMS 348C - SATIN FINISH C-07 COLOR: CLEAR ANODIZED ALUMINUM FINISH C-08 COLOR: WHITE FINISH COATING: SATIN FINISH C-09 FIELD APPLIED COLOR TO MATCH C-05 Ll &.nA V 1-1- V I I\ V V 1jwm� REAR ELEVATION SC ALE: 114"=1'-O" CLIENT: 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004-2231 SITE ENGINEER: Joe DEVELOPkIEIdT QROUP, INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 0 0 A 0 0 0 0 0 0 4-05-02 PER CITY OF OCOEE NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: (FL Reg. No.: FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE D ALSO, TTHHA THHEE MATEERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS GRREEES TO RETURN AtL MAIERIRI LS 0 BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (STICK -BUILD) 2800 SERIES HARMONY W/ 6 MPD, STARTER CANOPY SITE ADDRESS: 1650 E. SUER STAID CLAW ROAD OWE, FLORIDA F # 00077 SCALE: 1f4'=1'-0° JALLIANCE : DATE: =1 BP REPM: LB KEH -DFUNN13 AM T-GTH PROJECT NUMBER: 003-16.1 CHECKED BY:- K DRAWING TITLE: ELEVATIONS SHEET NO: A2101l