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HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 03_02/03/2011�yI�IlYI �i��1��'�Yl��r��lli�[� � : � ���1� CHAS JDDIXDXANCH iDDANK UaSa I 0 0 c ' I D 3 V FOR B D(ff -1 A] VILLAGE OF TEQUESTA PALM BEACH COUNTY, FL S]ECTION 30, TOWNSHIP CFO S, RANGE 43 ]E VICINITY \ AERIAL MAP _Mr 121 N. Fran krin Street Tam FL 3360 0003590 �.. N In E LOCATION MAP �^ W y ro n County Line Rd " SITE 01% � R � ..� 1 CIL Village Blvd Ct ) atim Ct o V) V ' PR B Y BOHLER E N G I N E E R I N G SHEET INDEX PLANS BY BOHLER ENGINEERING, COVER SHEET C=I ALTA / ACSM LAND TITLE SURVEY (PULICE LAND SURVEYORS, INC.) I Of I GENERAL NOTES C-2 EROSION CONTROL PLAN C -3 DEMOLITION PLAN C -4 SITE PLAN C =3 SITE DETAILS C=6 PAVING, GRADING & DRAINAGE PLAN C -7 PAVING, GRADING & DRAINAGE DETAILS C_8 WATER, SEER & UTILITIES PLAN C -9 AVATER & SEWER DETAILS C -10 PAVEMENT MARKING & SIGNAGE PLAN C-11 EXISTING OVERALL APPROVED SITE PLAN C —I2 PROPOSED OVERALL SITE PLAN C -13 PLANS BY BDG ARCHITECTS ]FLOOR PLAN All BUILDING ELEVATIONS A4e1= A41 PHOTOMETRIC PLAN EP-1 PHOTOMETRIC CUT SHEETS EP-2 PLANS BY DAVE B'ODKER, LANDSCAPE ARCHITECTURE/PLANNING INC, PLANTING PLAN L -1 EXISTING TREE PLAN L -2) SPECS, NOTES, DETAILS L =3 LEGAL DESCRIPTION P4 z �' o� w � w o_. . 4 m o N �o w LLz Q � z � � a � o! O ♦ m W U F o o w z am�o=w 9 O H m z W z E W F F L F F ? $g z z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101 -COVER PROJECT: US 1 & VILLAGE LOCATION FOR BDG ARCHITECTS CHASE 0 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohlerE ngineeri ng.com EDWARD M, MCDONALD PROFESSIONAL ENGINEER January 19, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: COVER SHEET SHEET NUMBER: C -1 GENERAL NOTES 24. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 25. CONTRACTOR SHALL CONFIRM ADA ACCESSIBILITY PRIOR TO INSTALLING FINISHING COURSES OF SIDEWALKS AND PARKING AREAS. 26. UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A RECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERMENTAL AGENCIES, UTILITY OWNERS, THE OWNER AND THE ENGINEER OF RECORD. 27. ALL UTILITY EASEMENTS TO BE SECURED PRIOR TO CONSTRUCTION ( IF REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. THESE EASEMENTS SHALL BE SKETCHED, DESCRIBED, AND RECORDED AT THE SOLE COST OF THE CONTRACTOR. 28. CONTRACTOR SHALL PROVIDE MINIMUM 48 HOUR NOTICE TO ENGINEER AND APPLICABLE AGENCIES FOR SCHEDULING INSPECTIONS. 29. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND PALM BEACH COUNTY FOR THE FOLLOWING: CATCH BASINS, FIRE HYDRANTS, VALVES, AND ALL REQUIRED ACCESSORIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. 30. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY. 31. MAINTENACE OF TRAFFIC IN THE PUBLIC RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH M.U.T.C.D. AND APPROVED BY PALM BEACH COUNTY AND PALM BEACH COUNTY WHERE APPLICABLE PRIOR TO IMPLEMENTATION. 32. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 33. NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE THE BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION FROM PALM BEACH COUNTY. 34. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR FOR ANY NECESSARY CONSTRUCTION, PAVEMENT MARKING AND SIGNAGE OR ANY PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION TO ACCOMODATE AN ALTERNATE SAFE WALK ROUTE. ALL RESTORED TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE GOVERNING AGENCY'S TRAFFIC ENGINEERING STANDARDS. SANITARY SEWER NOTES: A. GENERAL: 1. DISTANCE AND LENGTHS SHOWN ON PLANS REFERENCE THE CENTER OF STRUCTURES. B. MATERIALS: 1. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE ( PVC ) PIPE CONFORMING TO ASTM D 3034, SDP. 26, WITH PUSH-ON RUBBER GASKET JOINTS. ( 24" SHALL BE DR-25 2. DUCTILE IRON PIPE ( DIP) SHALL BE CEMENT OR POLYLINED INSIDE AND SHALL HAVE A COAL TAR EPDXY COATING, MANUFACTURED IN ACCORDANCE WITH ANSUAINIA/A Cl 51/A21.51-86 OR LATEST REVISION, MINIMUM WALL THICKNESS CLASS 52 ( 4"-12" ) & CLASS 51 ( 14"-20") ( UNLESS OTHERWISE SPECIFIED). 3. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. C. INSTALLATION: 1. PIPE AND FITTINGS: a. SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S'RECOM M ENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE". b. D.I.P. SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600-93 OR LATEST REVISION. c. BEDDING AND INITIAL BACKFILL ( 12 INCHES OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS AT THE DISCRETION OF PALM BEACH COUNTY. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 3. SERVICE: a. MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE AS INDICATED IN THE FLORIDA BUILDING CODE. b. SERVICE LATERALS SHALL TERMINATE AT A DEPTH 30" BELOW FINISHED GRADE OR AS INDICATED ON PLUMBING PLAN. c. EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. d. THE END OF EACH SERVICE CONNECTION SHALL BE MARKED WITH A 2".4" TREATED STAKE PAINTED RED, EXTENDING 18" ABOVE GRADE. e. CONTRACTOR SHALL ROUGH IN RISER TO I FOOT ABOVE FINISHED GRADE AND PLUG. AT PROJECT COMPLETION, CUT BACK TO FINISHED GRADE. I. CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE COUNTY'S BUILDING AND ZONING DEPARTMENT. PLUMBING SECTION. D. TESTING: 1. AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. 2. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3. MANHOLE LEAKAGE TEST SHALL NOT EXCEED FOUR GALLONS PER DAY PER UNIT. NO VISIBILE LEAKAGE ALLOWED. 4. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN ATWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED AND ALL LINES SHALL BE T.V. INSPECTED. 5. SANITARY SEWER SHALL BE TELEVISED AND LAMPED AT DEVELOPER'S EXPENSE, PRIOR TO FINAL ACCEPTANCE. OWNER / CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO CERTIFICATION TO ANY AGENCY. 6. VISIBLE INFILTRATION LEAKAGE INTO MANHOLES AND SEWER PIPE SHALL NOT BE PERMITTED. WATER DISTRIBUTION AND/OR SANITARY SEWER FORCE MAIN SYSTEM SEPARATION OF WATER AND SEWER MAINS STORM DRAINAGE: A. GENERAL: 1. CATCH BASIN GRATES AND RIM ELEVATIONS AS SHOWN ON PLANS SHALL BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES. 2. DISTANCES AND LENGTHS SHOWN ON PLANS REFERENCE CE CENTER OF STRUCTURES. B. MATERIALS: 1. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. 2. ALL YARD DRAIN BASINS ARE TO BE HIGH DENSITY POLYETHYLENE PRODUCT AND SHALL MEET ASTM LATEST MINIMUM STANDARDS. 3. ALL DRAINAGE CATCH BASINS AND STRUCTURES SHALL BE PRECAST CONCRETE AND SHALL MEET THE REQUIREMENTS OF A.S.T.M. SPECIFICATION C-478 AND 64T UNLESS OTHERWISE NOTED IN THE PLANS. BLOCK CATCH BASINS WILL BE ALLOWED ONLY WITH APPROVAL OF THE ENGINEER. THE MINIMUM WALL AND SLAB THICKNESS SHALL BE 8 INCHES AND THE MINIMUM REINFORCING SHALL BE NO. 4 BARS AT 12 INCHES EACH WAY UNLESS OTHERWISE INDICATED. CONCRETE SHALL BE MINIMUM OF fc=3750 PSI AT 28 DAYS. C. INSTALLATION 1. PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2. BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS 3. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY PALM BEACH COUNTY ENGINEERING DEPARTMENT/ FDOT AND THE ENGINEER OF RECORD AT LEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION AND INSPECTION. PAVING: A. GENERAL: 1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 3. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. B. MATERIALS: 1. LIMEROCK BASE: (ASPHALT, VEH ICU LAP. PAVERS AREAS) LIME ROCK BASE COURSE [MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM 6" THICKNESS AND COMPACTED TO 98% MAXIMUM DRY DENSITY PER AASHTO T-180 (LBR 100). OTHER SUBSTITUTES SHALL BE PER FDOT SPECIFICATIONS AND PROVIDE EQUIVALENT STRUCTURAL NUMBER AS ABOVE (MIN LBR 100). 2. WEARING SURFACE (ASPHALT SURFACE ONLY) INSTALLATION OF THE 12' ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR TYPE 3-111 ASPHALTIC CONCRETE, AND SHALL BE CONSTRUCTED WITH 2 LIFTS OF J S-111 ASPHALTIC CONCRETE WITH TACK COAT BETWEEN LIFTS. (VIRGIN ASPHALT TO BE USED FOR FINAL LIFT.) 3. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C. INSTALLATION: 1. SUB-BASE 12" STABILIZED SUB-BASE COMPACTED TO 98% OF MAX. DRY DENSITY PER AASHTO T -1 80 (MIN LBR 40). 2. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-1 & S-111 ASPHALTIC CONCRETE OR THE LATEST REVISION. D. TESTING 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED To THE ENGINEER OF RECORD AND PALM BEACH COUNTY, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. 5. DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO PALM BEACH COUNTY, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. PAVEMENT MARKING & SIGNAGE: ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LATEST EDITION; AND PALM BEACH COUNTY ENGINEERING STANDARDS. POLLUTION PREVENTION: PROJECT RECORD DOCUMENTS: A. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS. B. UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND BASE CONSTRUCTION (AND BEFORE PLACING ASPHALT PAVEMENT) THE CONTRACTOR SHALL FURNISH THE ENGINEER OF RECORD "AS-BUILT" PLANS FOR THESE IMPROVEMENTS,SHOWING THE LOCATIONS AND APPLICABLE GRADES OF ALL DRAINAGE INSTALLATIONS AND THE FINISHED ROCK GRADES OF THE ROAD CROWN OR INVERT AND EDGES OF PAVEMENT AT 50 FOOT INTERVALS, INCLUDING LOCATIONS AND ELEVATIONS OF ALL HIGH AND LOW POINTS. C. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ALL IMPROVEMENTS IN A FORMAT APPROVED BY PALM BEACH COUNTY PUBLIC UTILITIES / ENGINEERING DEPARTMENT. D. "AS-BUILT" INFORMATION OF GRAVITY SEWERS MUST CONTAIN LOCATION OF SERVICE LATERALS. STATIONING OF BOTH THE WYE, CLEAN-OUTS. AND THE SERVICE END MUST ALSO BE INCLUDED. E. "AS-BUILT" INFORMATION OF WATER DISTRIBUTION SYSTEMS MUST CONTAIN LOCATIONS OF ALL VALVES, FITTINGS, FIRE HYDRANTS, SERVICES AND APPURTENANCES. TOP OF PIPE ELEVATIONS ALONG THE WATER MAIN ARE REQUIRED AT INTERVALS OF 100 FEET (MAXIMUM). F. ALL "AS-BUILT" INFORMATION ON ELEVATIONS SHALL BE CERTIFIED BY A FLORIDA PROFESSIONAL SURVEYOR & MAPPER G. "AS-BUILTS" OF WATER LINES SHALL INCLUDE THE FOLLOWING INFORMATION: 1. TOP OF PIPE ELEVATIONS EVERY 100 2. LOCATIONS AND ELEVATIONS OF ALL FITTINGS INCLUDING BENDS, TEES, GATE VALVES, DOUBLE DETECTOR CHECK VALVES, FIRE HYDRANTS, ETC. 3. ALL TIE INS TO EXISTING LINES SHALL BE "AS-BUILT". 4. THE ENDS OF ALL WATER SERVICES AT THE BUILDINGS OR HOMES SHALL BE "AS-BUILT" OR WHERE THE WATER SERVICE TERMINATES. H. "AS-BUILTS" OF ALL GRAVITY SANITARY SEWER LINES SHALL INCLUDE THE FOLLOWING INFORMATION: 1. RIMS. INVERTS AND LENGTH OF PIPING BETWEEN STRUCTURES AS WELL AS SLOPES. 2. THE STUB ENDS OF ALL SEWER LATERALS SHALL BE LOCATED, AND IF THERE ARE ANY CLEANOUTS INSTALLED ON THE SEWER LATERALS, THEN THE INVERT ELEVATION OF THESE CLEANOUTS NEED TO BE OBTAINED. 3. LIFT STATION "AS-BUILTS" SHALL CONSIST OF: A. TOP OF WET WELL ELEVATION B. INVERT ELEVATION OF THE INCOMING LINE C. BOTTOM OF THE WET WELL C. "AS-BUILTS" OF THE COMPOUND AREA. I. FORCE MAIN "AS-BUILTS" SHALL BE PREPARED THE SAME AS THE WATER LINE "AS-BUILTS". J. "AS-BUILTS" OF ALL DRAINAGE LINES SHALL INCLUDE THE FOLLOWING INFORMATION: 1. RIMS, INVERTS AND LENGTH OF PIPING BETWEEN STRUCTURES AND WEIR ELEVATIONS IF APPLICABLE 2. THE SIZE OF THE PIPING SHALL BE VERIFIED BY THE SURVEY CREW AT THE TIME OF "AS-BUILT". 3. DRAINAGE WELL STRUCTURE "AS-BUILTS" SHALL INCLUDE, BUT NOT BE LIMITED TO, TOP OF CASING ELEVATION, TOP AND BOTTOM ELEVATIONS OF THE BAFFLE WALLS, RIM ELEVATIONS AND INVERTS OF PIPING. K. ALL ROCK "AS-BUILTS" FOR PARKING LOT AREAS SHALL CONSIST OF THE FOLLOWING: 1. ROCK ELEVATIONS AT ALL HIGH AND LOW POINTS, AND AT ENOUGH INTERMEDIATE POINTS TO CONFIRM SLOPE CONSISTENCY. 2. ROCK "AS-BUILTS" SHALL BE TAKEN AT ALL LOCATIONS WHERE THERE IS A FINISH GRADE ELEVATION SHOWN ON THE DESIGN PLANS. 3. ALL CATCH BASIN AND MANHOLE RIM ELEVATIONS SHALL BE SHOWN. 4. ELEVATIONS AROUND ISLAND AREAS WILL ALSO BE REQUIRED. 5. WHERE CONCRETE IS TO BE USED AS A FINISHED PRODUCT FOR THE ROADWAY OR PARKING LOT ROCK "AS-BUILTS" WILL BE REQUIRED AS INDICTED ABOVE, AS WELL AS "AS-BUILTS" ON THE FINISHED CONCRETE AT LOCATIONS WHERE THERE IS A FINISH GRADE ELEVATION SHOWN ON THE DESIGN PLANS. 6. "AS-BUILTS" SHALL BE TAKEN ON ALL PAVED AND UNPAVED SWALES, PRIOR TO PLACEMENT OF ASPHALT OR TOPSOIL/SOD, AT ENOUGH INTERMEDIATE POINTS TO CONFIRM SLOPE CONSISTENCY AND CONFORMANCE TO THE PLAN DETAILS. L. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS. "AS-BUILTS". ON FULL SIZE, 24" X 36" REPRODUCIBLE MATERIAL. WHERE WATER AND SEWER INFORMATION ARE ON THE SAME PAGE THE WATER LINE SHALL BE "AS-BUILT" BY STATION AND OFFSET UTILIZING THE SANITARY SEWER SYSTEM AS THE BASE LINE. IF IT IS NOT PRACTICAL TO UTILIZE THE SEWER SYSTEM AS A BASE LINE THEN THE SURVEYOR SHALL CONTACT THE ENGINEER OF RECORD SO THAT A SUBSTITUTE BASELINE MAY BE CHOSEN. ALL RECORD DRAWING, "AS-BUILT", INFORMATION SHALL BE PUT ON THE LATEST ENGINEERING DRAWINGS. ONE (1) SET OF REPRODUCIBLE RECORD DRAWINGS, "AS-BUILTS", SHALL BE SUBMITTED ALONG WITH EIGHT (8) SETS OF BLACKLINE DRAWINGS. THESE DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL LAND SURVEYOR. ADDITIONALLY, AN ELECTRONIC COPY OF THESE RECORD DRAWINGS, "AS-BUILTS", SHALL BE SUBMITTED TO THE ENGINEER OF RECORD IN AUTOCAD, VERSION 2004. PROJECT CLOSEOUT: A. CLEANING UP: 1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THAT END, THE CONTRACTOR SHALL DO, AS REQUIRED, ALL NECESSARY HIGHWAY, DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAS BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. B. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A STATE OF FLORIDA REGISTERED LAND SURVEYOR AND MAPPER AT THE CONTRACTOR'S EXPENSE. C. ALL PAVED & UNPAVED SURFACES DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE THE CONSTRUCTION. P4 z 2 2 - " W cli Hn 1.4 -3 0 < 0 o 0 O � � z P4 z > z z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-NOTES PROJECT: US I & VILLAGE LOCATION , FOR - BDG ARCHITECTS CHASE 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 ­J3ohIe,En EDWARD M, McDONALD PROFESSIONAL ENGTNEER Januar 17, 201 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS C ERT. OF AUTH. No. 27528 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-2 P4 z 2 I..., --- 2 1 GRAPHIC SCALE m 0+ STABILIZED � 20 10 X ao 10 TRUCK PATH z 2, b . . . . . . IN FEET I INCH 20 FT 3" MIN. DIAMETER 0 RUBBLE (15" z z I . THICK) (NO EXPOSED STEEL) ON COMPACTED pq w s SUBGRADE b > z s z TRUCK RUBBLE STABILIZED --- STRIP AREA TRUCK PATH o (30 REVISIONS: REV: DATE: COMMENT: BY. 1 11/16/10 REVISED PER DRC CAD SILT FENCE PER FOOT STAFF COMMENTS INDEX 102 (TYP-) -b—tk— PLAN DESIGNATION CALLOUT b PLAN VIEW SILT FENCE PER FOOT TRUCK RUBBLE STRIP AREA INDEX 102 I TYP I D PROVIDE DOUBLE LAYER BASIN PROTECTION PER FOOT INDEX 102 IT YP.) 2 LAYERS NON WOVEN FILTER FABRIC OVER PROVIDE DOUBLE: A ER1 ENTIRE FILTER FABRIC OR AYT� BASIN BASIN PROTECTIO OPENING FOOT INDEX 102�(T l op D D --- Silt Fence Protection I I& If Around Ditch Bottom Inlets. CATCH BASIN FABR c PRO ECT No.: F090101 DR AWN E ViN BY: CAD f–P CH A C PROPOSED DATE: KED BY: JMG ALE: AS NOTED' FINANCIAL INSTITUTION x CAD I.D.: F090101-EROSION OPTIONAL POST POSITIONS PRINCIPLE POST POSITION (4,312 S.F.) lo (CANTED 20- TOWARD FLOW) < F.F.E 23.50 (N.G.V.D.) PROJECT: SILT FENCE PER ED INDEX 102 ITY ) I T ) FILTER FABRIC CONSTRUCTION 1 SILT FLOW ENTRANCE US I & VILLAGE LOCATION SECTION FOR POST OPTIONS: WOOD 2-1/2" MIN 0 WOOD 2" X 4" BDG OAK 1-1/2" X 1-1/2" ARCHITECTS SILT FENCE PER FDOT INDEX 102 (TYP.) 6' MAX. FILTER FABRIC (IN 'o.ls STEEL 1.33 LBS/FT. MIN. CONFORMANCE NTH CHASE0 SEC. 985 FOOT SPEC. m 728 N. U.S. 1 o VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA ELEVATION NOT: SILT E FENCE TO BE PAID FOR UNDER THE CONTRACT BOHLER UNIT PRICE FOR STAKED SILT FENCE (LF) . E N G IN E E R.1 N G SILT FENCE DETAIL (FROX, INDEX 102, SHEET 03 OF 03) RADICE III OUTPARCEL •3 1000 CORPORATE DRIVE, SUITE 250 FLOOR ELEVATION - 22.40' INGAM FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-707CI —.BohIcrEn NOTES: EDWARD M, McDONALD 1.) SILT FENCE TO BE CONSTRUCTED WHEREVER OFFSITE AREAS ARE LOWER THAN ADJACENT ONSITE ELEVATIONS. PROFESSIONAL ENGTNEER Ja nuar y 17, 201 2.) CATCH BASIN FABRIC TO BE PLACED ON AREA INLETS SUBJECT FLORIDA LICENSE No. 71615 TO SEDIMENTATION FROM THIS PROJECT. FLORIDA BUSINESS CERT. OF RUTH. No. 27528 3.) ALL EROSION CONTROL DEVICES SUCH AS RUBBLE STRIPS, TURBITY SHEET TITLE: BARRIERS, SILT FENCE AND OTHER BMPS SHALL BE INSTALLED PRIOR. TO CONSTRUCTION. EROSION CONTROL PLAN SHEET NUMBER: C-3 X i 9° V� a� �dw as ro Z� PJ�a II II II II II H 1 1 II II II II II 1110 EXIISPAGES 11 II . I I .(1 TO BE REMOVED I II II� 1 E II ST. CURBil II TO BE REMOVED II II T BE REMO II II II II II II II II II EXIST. TREE TO BE REMOVED EXIST. ASPHALT PAVE ENT EXI T. TREE EXIST. T E TO BE REMOV D TO B REMAIN TO BE REMO D EXIST. HAND HOLD T4 BE REMOVED EXISTING CURB . EXIST. CURB EXIST CATCH BASIN TO BE REMOVED _ TV BE REMOVED GRATE EL: 21.67 I II It III �'� 1E 17.47'11 II II II II 1 EXIST. SPACE I i p II )I I II II EXISI'.IS M. I> I' II (TO BE REMOVED) II I I II TO BE REMOVED I II 7 EXISTI.I SPACES II II II pIPE (�0 F) d 1 II II 7 8D(IST. SPACES II II I If I 11 TO BE NEMOVED II II 1b BE RE ji b D Ij I ToBSII ST,TREE TOIBE REMOVED II II II II I I�REMOVgDII I C d d_JL_ EXIST 12" METAL PIPE OOV EXIST. TREES P, TO BE REMOVE I1 f Tr r IF r 1I T YTREE EA TREE ro gE R OV EO POLE II TO BE IRE19OVED II 7 1XIST. SPACES 0,11 9 EXISTIISPACES II 11 II 1 EXISTING gURBN I II II II II Tq 8E REMQNED II TO BE REMOVED II II. II 1 TO BE REM VED ` 4 II I II 1 04 II EXIST.TREE II II I EXI T. TREE TO BE REMOVED EXIST. CURB EXIST. LIGHT POLE TO BE REL CATED TO BE REMOVED TO BE REMOVED EXIST, EXIST ASPHALT PAVEMENT TO BE REMOVED TO BE REMOVED EXIST. CURB EXIST. FIRE: HYDRANT EXISTING CURB EXIST. TREE TTO BE REMOVED TO BE RELOCATED TO BE REMOVED _\ EXIST TREE . TO BE REMOVED BL REMAIN II II 'f II II II II II II EXIST, TREE II I� II II II II �It II ✓ � �' II II 6 EXIST. PACES II II �I TO BE RELO IATED 1 II II 7 EXIST. SPAS f II f I' II II TO BER MOVED II II - II 4 TOPEREMOfD 1 II 1 I II II 1 II H p II II 1 II II H II H_ _ — — 1L _ JL L — �— —` IL _ _ IL IL 11 _ . u EXIST. LIMIT OF 0 98956 I .7 EXIST. CURB CURB REMOVAL EXIST. TREE LIMIT OF CURB EXIST. TREES EXIST. CURB TO BE REMOVED TO BE REMOVED TO BE REMOVED CURB REMOVAL EXIST. CONC. TO BE REMOVED EXIST EXIST LI TPOLE� HAND HOLE EXIST 4 WALK EXIST. WATER VALVE FE 232,6 IN TO BE REMOV LIMIT OF CURB REMOVAL P EXIST EXIST rLIGHTPOLE HAND � SI EXIST. GUY EXIST. CONC. EXIST EXIST. WATER ANCHOR POLE METAL LID SERVICE k+ EXIST. TREES TO BE REMOVED \ , �" / EXIST. WATER , o E%IST. TREES VALVE O 0 BE REMOVED EXIST. � 5' CBS WALL r " o EXIST. TREES TO BE REMOVED \ TO BE REMOVED s EXIST. TREES TO BE REMOVED T " EXIST. CLEAN OUT !\ EL 19.27' \ m N EXIST. LIGHT POLE O o TO BE REMOVED EMENT '� / EXIST. IVED. \ T CBS WALL EXIST. TI %� TO BE REMOVED TO BE EXIST. TREES BE REMOVED EXIST CURB & GUTT EXI CURB � � EXISt- 1ANGEPP SLE EXIST. SIGN EN TO BE RELOCATED LIMIT OF CURB REMOVAL EXIST LIGHT P EXIST. :'. 27 ASPNA ED CURB EXIS p1 AL) 001 ISLE EXIST p513'WA�K SPHALT AVEMENT EXIST. 2'CURB E 8 GUTTER. EXIST HOLE SIGN EXIST. CATCH BASIN GRATE EL 20.37 - IE =1667 (E) XIST. I E = 16.67 (S) GN EXIST. 0 -2 CURB IF EXIST 12 METAL PIPE I o EXIST. ASPHALT '.. 1___ �'EXIST. 12" METAL PIPE PAVEMENT OUTPARCEL #3 FLOOR ELEVATION = 22.40' NGVD ll , 1 , a , EXIST. 24" _CONC, PIPE x EXIST. STM MANHOLE /ATEP, VALVE P E.: 17.37' I E. = 9.37 (N) T. SAN. MANHOLE I E. = 8.37' (E) 17:22' 5 53' (N) 5 62' IS) EXIST CATCH BASIN GRATE EL 1644' T I. E. =1329 (S) X q p � r EXIST. 0 on O SIGN °c o� EXIST. STM MANHOLE R,E 17.38' E.= 9.88'(S) y m o I.E.= NIA (W) l -- z EXIST. SIGN �. - E x1s 1 9 EXIST STMMH 1664' . EXIST. 36" PIPE I.E. LE= 12e4'(M ° I.E. = 12.84'(E) l�ltl 51Od XIST SIGN � - ��EXIST. SIGN \ EXIST. ° HAND �f Q HOLE EXIST. // j0 � EXIST. WATER ° 5 CBS WALL J VALVE ° TO BE REMAIN \ m v z LEGEND 1 : It I II � Call two full business days Q (but not more than five) Q before digging to find out • where buried facilities (electric, gas, telephone, cable, water) are located. Kmwwhan belom 0811 before you dug P4 z I z 2' o� w wa m o�ao LLz a a 0 ° woFi W O ♦ � ih rz oz�oiw z �Fjj W ? F S C b z v IX °x C Z g d z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJ ECT No.: F0901 01 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- DEMOLITION PROJECT: US I & VILLAGE LOCATION FOR BDG ARCHITECTS CHASE 0 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA m BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohlorE ngin eeri ng.com EDWARD M, McDONALD PROFESSIONAL GNGTNGLR January 17, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: DEMOLITION PLAN SHEET NUMBER: C -4 GRAPHIC SCALE 20 10 20 4o oO IN FEET) 1 INCH = 20 FT N w E s t EXIST. FIRE) HYDRANT rtt 1 1 t I t LEGAL DESC , I PTION A PARCEL OF LAND LYING IN GOVERNMENT LOT 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING PAV E MENT L -1 1G ND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION POINT OF A LINE 17.00 FEET WESTERLY OF AND PARALLEL TO THE WESTERLY RIGHT -OF -WAY LINE OF US HIGHWAY 1 (STATE ROAD N0.5), AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION, RIGHT OF WAY MAP, SECTION 93040.2503 AND THE NORTH PROPOSED REGULAR-DUTY LINE OF THE SOUTH 450,00 FEET OF SAID GOVERNMENT LOT 1; THENCE NORTH 89 °57'08" WEST ON SAID NORTH LINE (BEARING BASIS), 232.69 FEET; THENCE SOUTH 00°02'52" WEST 152.68 FEET; THENCE NORTH 89 °56'15" EAST 89.97 FEET; THENCE NORTH 61 °27'55" EAST 82.74 FEET; THENCE ASPHALT PAVEMENT NORTH 67 °45'46" EAST 100.90 FEET TO THE INTERSECTION WITH SAID LINE BEING 17.00 FEET WESTERLY OF AND PARALLEL WITH THE WESTERLY RIGHT -AT -WAY LINE OF US HIGHWAY 1; THENCE NORTH 17 °17'07" WEST ON SAID PARALLEL LINE, 78.21 FEET TO THE POINT OF BEGINNING. ACIRESNDS SITUATE, LYING AND BEING IN THE CITY OF TEQUESTA, PALM BEACH COUNTY, FLORIDA CONTAINING 31,258 SQUARE FEET (0.7176 PROPOSED CONCRETE � SITE DATA NAME OF PROJECT: SITE BLDG Sq. Ft. 166,891 SF CHASE BANK - COUNTY LINE PLAZA PROPOSED USE: TOTAL IMPERVIOUS 19,625 SF (0.45 AC) 62.17 22,593 SF (0.52 AC) FINANCIAL INSTITUTION FUTURE LAND USE DESIGNATION: EXISTING COMMERCIAL EXISTING ZONING DISTRICT: PROPOSED C2 PROPOSED ZONING DISTRICT: C2 SECTION, TOWNSHIP, RANGE: % 30, 40, 43 PARCEL ID NUMBER: 60. 43-40- 30-00. 001 -0190 TOTAL SITE AREA: 1 SPACE 1250 SF 1 SPACE 1200 SF 20.577 AC (896,334 SF) TOTAL GROSS FLOOR AREA: 4,312 SF SETBACKS: 162,579 SF (3.73 AC) 18.14 REQUIRED PROPOSED FRONT (EAST) 25' 154.4' SIDE (NORTH) 10' 25.9' SIDE (SOUTH) 20' 20' REAR (WEST) 10' 15' BUILDING AREA: (16.20 AC) 78.86 EXISTING: EXISTING INLINE RETAIL PROPOSED 149,708 SF OUTPARCEL #1 GREEN SPACE 3,540 SF OUTPARCEL # 2 21.50 6,024 SF OUTPARCEL # 3 21.14 3,307 SF 896,334 SF PER ROW EASEMENT (20.57 AC) ORB 20512 PG 393.) 162,579 SF PROPOSED: (20.55 AC) 100.00 CHASE BANK ( OUTPARCEL # 4) 4,312 SF TOTAL OVERALL SITE BLDG Sq. Ft. 166,891 SF PAVEMENT I SIDEWALKS 19,625 SF (0.45 AC) 62.17 18,281 SF (0.42 AC) 58.49 TOTAL IMPERVIOUS 19,625 SF (0.45 AC) 62.17 22,593 SF (0.52 AC) 72.28 SITE BREAKDOWN (OVERALL): EXISTING GREEN SPACE 11,941 SF (0.27 AC) 37.83 8,665 SF (0.20 AC) 27.72 PROPOSED 100.0 PARKING: SQ. FT. ACREAGE % SQ. FT. ACREAGE IMPERVIOUS AREA 1 SPACE 1250 SF 1 SPACE 1200 SF REQUIRED = 651 SPACES REQUIRED = 22 SPACES EXISTING = 897 SPACES PROVIDED = 22 SPACES BUILDINGS 162,579 SF (3.73 AC) 18.14 166,891 SF (3.83 AC) 18.65 PAVEMENT I SIDEWALKS 540,999 SF (12.42 AC) 60.36 538,870 SF (12.37 AC) 60.21 TOTAL IMPERVIOUS 703,578 SF (16.15 AC) 78.50 705,761 SF (16.20 AC) 78.86 PERVIOUS AREA EXISTING PROPOSED GREEN SPACE 192,756 SF (4.42 AC) 21.50 189,185 SF (4.35 AC) 21.14 TOTAL (NOTE: OVERALL SITE SQ. FT. REDUCED 896,334 SF PER ROW EASEMENT (20.57 AC) ORB 20512 PG 393.) 100 894,946 SF (20.55 AC) 100.00 BUILDINGS (including canopy) 0 SF (0 AC) 0 4,312 SF (0.10 AC) 13.79 PAVEMENT I SIDEWALKS 19,625 SF (0.45 AC) 62.17 18,281 SF (0.42 AC) 58.49 TOTAL IMPERVIOUS 19,625 SF (0.45 AC) 62.17 22,593 SF (0.52 AC) 72.28 PERVIOUS AREA EXISTING PROPOSED GREEN SPACE 11,941 SF (0.27 AC) 37.83 8,665 SF (0.20 AC) 27.72 TOTAL: 31,566 SF (0.72 AC) 100.0 31,258 SF (0.72 AC) 100.0 PARKING: EXISTING SHOPPING CENTER (PER APPROVED MASTER PLAN, SP -1 DATED MARCH 2004, SEE ATTACHED): PROPOSED CHASE BANK: BLDG AREA: 162,579 SF BLDGE AREA: 4,312 SF 1 SPACE 1250 SF 1 SPACE 1200 SF REQUIRED = 651 SPACES REQUIRED = 22 SPACES EXISTING = 897 SPACES PROVIDED = 22 SPACES (867 STANDARD) (21 STANDARD) (30 HANDICAP) (1 HANDICAP) TOTAL PARKING REQUIRED: 651 Parking Spaces Per Existing Shopping Center Bldg. Sq Ft (1space1250SF) 22 Parking Spaces Per Proposed Chase Bank Bldg Sq Ft (1space1200SF) 673 SPACES REQUIRED FOR ENTIRE SHOPPING CENTER TOTAL PARKING PROVIDED: 897 Existing Parking Spaces Per Approved Site Plan - 63 Existing Parking Spaces Per Chase Bank Outparcel Expansion 22 Proposed Parking Spaces Per Chase Bank OUtparcel Expansion 856 SPACES PROVIDED FOR ENTIRE SHOPPING CENTER P4 z o� z =o w 4 m o N �o o ..... w LLz a Q � z a � F ? � o♦ m w U F o o w z am�o=w 9� O ►-i m ° s W F F L F F ? $g z Z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101 -SITE PROJECT: US 1 & VILLAGE LOCATION FOR BDG ARCHITECTS CHASE 0 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohlerE ngineeri ng.com EDWARD M, MCDONALD PROFESSIONAL ENGTNEER January 19, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: SITE PLAN SHEET NUMBER: C -5 11 12" TYPE 1,111 ASPHALTIC CONCRETE SURFACE IN (2) 314" LIFTS 12' TABI ED GR (MI B ELEVATION 81 6" ASPHALTIC CONCRETE SURFACE ,// -2"R ASPHALTIC P] SLOPE (SEE PLAN) 1, 21 2 NO 5 REINFORCING RODS R R017 NO 51101 S 12" N0.6 ANCHOR RODS 7" IN GROUND 15" OUT I'S CUT CONCRETE IPJHEEL STOP 2'-6" 311, PSI ON CONCRETE PROPOSED PAVEMENT (SEE DETAIL) GRADE - NOTES: 1. IPIHEEL STOP FORM SIZES MAY VARY DEPENDING ON LAANUFACTURER. 2. VIHFFL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES, UNPAINTED AT REGULAR SPACES. 3. WHEEL STOP TO BE CENTERED IN PARKING SPACE. o B, MILLING OR AS FIELD ASPHALTIC CONCRETE SURFACE CONDITIONS DICTATE EXISTING PAVEMENT SURFACE TO EXISTING PAVEMENT PROPOSED PAVEMENT RE ASPHALTIC TACK COAT EXI STING ASPHALT — EXISTING LIMEROCK BASE — EXISTING STA BILIZED SUBGRADE -- - - - - - - - - - - - - - - - - - - - - - P4 z cd - n a0m 7 7 3. 0 R '0 65 0• it A > E, ` .4 0 z z REV: DATE: REVISIONS: COMMENT: BY. 1 11/16/10 REVISED PER DRC STAFF COMMENTS CAD ASPHALTIC CONCRETE PAVEMENT DETAIL 2 ONCRETE CURB (TYPEU) DETAIL SCALE: NONE 3 CONCRETE WHEEL STOP NO CURB SCALE: NONE PAVEMENT SAWCUT/MILLING DETAIL SCALE: NONE NONE 112" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE BID" CURB & RAMP TO BE FLUSH 4" THICK CONCRETE, 3000 PSI l' /ASPHALT PAVEMENT @ 28 DAYS. 12 12" SUBGRADE (SEE NOTE 1) SECTION A-A PROP. CURB (SEE DETAIL) NOTES: 1 SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-99C. 0 e 2 HANDICAP RAMP TO BE CONSTRUCTED IN ACCORDANCE HITH THE LATEST ,� ADA GUIDELINES. 3 RAMP WIDTHS FOR CURB RAMP MAY BE REDUCED TO TIAIN IN RESTRICTED CONDITIONS WHEN APPROVED BY THE ENGINEER. 4 LOINER LANDING NOT REQUIRED AT DRIVEWAYS, PARKING LOTS OR OTHER AREAS WITH PAVEMENT CROSS-SLOPE LESS THAN 2 %(0.02). ' FOR ADDITIONAL RAMP INFO REFER TO FDOT INDEX A Na 304. A RAMP AND SIDEI'IALK CURB DETECTABLE WARNING (SEE DETAIL) —2'LANDING (SEE NOTE 4) RAMP WIDTH (4' MIN.) (SEE NOTE 3) 1.6" MIN ON RAMPS THAT ARE PERPENDICUALR WITH THE CURB LINE, THE DOME 12' 2.4" MAX. PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN-LINE EDGE OF DETECTABLE PATH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. WARNING 0.91 MIN 1 4" MAX vff _4 6 6 2" 0.02" 0 0 (:,, .-TRUNCATED DOME INTEGRAL DOME 5E 0 0 0 THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% 0 0 0 0 AND A MAXIMUM OF 65% OF THE BASE DIAMETER. TRU DOME BASE-TO-BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. PLAN VIEW 70 r ijor S/ 4K 0 2 FT WITHIN FDOT ROWS 3 FT OTHER LOCATIONS ALL SIDEWALK CURB RALAPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) FROM THE BACK OF CURB WITHIN FDOT ROWS AND 30 INCHES (610 m.) FROM THE BACK OF CURB AT ALL OTHER LOCATIONS. 4 4" P&�CO I NCRETE 4 (SEE NOTE 1 & 3) 4 , 4, S B D IZ IN 0 SEE PLAN FOR WIDTH NOTES: 1. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". 2. SUBGRADE BELOW SIDEYALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI @ 28 DAYS. 4. SIDEWALK REMOVAL & REPLACEMENTS TO CONSIST OF FULL FLAGS. 5. PROVIDE EXPANSION JOINT (TYPE -A-) AT CONNECTIONS BETWEEN NEVI AND EXISTING SIDEWALK. 6. PROVIDE FIBERCUS JOINTS 20'O.C. ' r , 7 Bi ke-Stanc ions h ": (AE) Version III M. 135 - 45 (AE) -41) AIE) 11.d, 1 111, BS Swrfatt-Mawnled Belau -Greve Mounlel It 4 -a AW. S.-A ­11 CZO A co (typ) 2--0- rhih Fns 4-3'o Front Elevation Side Elevation typ) tpriml —f. W* W FI Elevation Side Elevation p f2- 4 ff-m Ind- B T-r Plan View PROJ No.: F090101 DRAWN BY: CAD CHE CKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-SITE-DETAILS PROJECT: US I & VILLAGE LOCATION FOR BDG ARCHITECTS ADA RAMP DETAIL FDOT INDEX No. 304 6 ADA RAMP DETECTABLE WARNING DETAIL 7 TYPICAL CONCRETE SIDEWALK SECTION BIKE RACK DETAIL CHASE SCALE: NONE SCALE: NONE NONE SCALE: NONE 6'' GIA, STEEL FIFE FILLED W/ GONG, (FN D) 4 -0" 14T, w/ 13" CIA, CONS, FOOTING, FI OP (PIPES �TC, TO MATCH STUCCO) THICK 3,000 PSI PORTLAND CEMENT s CONS, (SEE STRUCTURAL rL.66) -------------- DunPSTER Sr OTHERS 0" rIA STEEL PIPE FILLED W/ CONC. (f'NTr) W1 10 OA, f:OND, FOCTIN�, (PIPE STANDS 5 -0 PAD / GRADE) GONG, FACGRAE) --------- BO HOLEE, IN CONCRETE TO ACCEPT SANE SCLTS FOR BOTH OPEN 4 SLC&EO BORE HOLES IN CONCRETE TO 4GOEFT CANE BOLTS FOR 50TI-4 OPEN 4 CLOSED P051TIONS NOTE: f-AINT ALL &TL. TO MATCH STUCC® 10 r-A, MINI-V-SEAM MTL. ROOF DECKING: ATTACH f-ANELS, TCf- 4 SCTTCr-1 - 10'' O. C. AND 24'' O. C. T Ir- SPAN (MECHANICALLY ATTACF4 TO FRAME AT EVER) FLUTE) TS 4'' x 3'' x 1/4'' TS 4'' x 3'' x 3/10'' I-,IA, CONC. FILLED PIPE REFER O r,4TE ­4 NrE DETAIL (TTF, - T f5CTH GATES) �Lj Ld CANE BOLT STANLEY HEALY) ICUT) CASTER ONE -1010 STEEL 10'' ONE PER PER rEGTE r3ATE-WELD TO STEEL 4 fIL4TE ®N C�ATE '' x 14'' x 1/4'' STL, PLATE FOR CANE BOLT - WELD TO ETL ANG3LE - BOTH SIDES 728 N. U.S. 1 VILLAGE OF TECUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E RE N G RADICE III PO 1000 CORPO DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 BohlerEn EDWARD M, McDONALD PROFESSIONAL ENGTNEER Januar 19, 201 FLORIDA LICENSE No. 71615 FLORID A BUS NESS C ERT. OF AUTH. No. 27528 V SHEET TITLE: SITE DETAILS SHEET NUMBER C-6 9 DUMPSTER DETAIL SCALE: NONE i® DUMPSTER ELEVATION DETAIL SCALE: NONE P4 z LLz c o GRAPHIC SCALE 0 h 20 X a0 10 - z IN FEET) E U ga I INCH = 20 FT z V, z VALVE EXIST FIRE z HYDRANT J, 10 , 00 j REVISIONS: EX IST. 24" IV, PIPE REV: DATE: COMMENT: BY. PROPOSED (M -0) No. 1 11/16/10 REVISED PER DRC CAD MANHOLE 2 EXIST. GUY EXIST. CONC EXIST o STAFF COMMENTS /11F R.E. 23.11) A: POLE T - EXIST. STM MANHOLE I.E. ( SE ) 17.139 Sj,395708-E 232.66' 1 � /1,1 1 < R F. 17.37' METAE�IDA EXIST. WATER MAIN ESMT. Q. I. E. 8� E) ( O.RE 6096, PG 1057) T, 23.25 2 M2. VaE . 23.00 p, 2230 22.30 22.40 LEGEND 22.20 PRO RTYPE 'D'CURB %T �c-5 A' CATC BASIN Fi1*3 R.E. 21.711 EXIST. CATCH BASIN Et 23. 0 1 22.00 F b GRATEEL 1644' 23.00 22.85 I.E. N PROPERTY LINE SAWCUT, MAT16 22.85 1 LF,18"HDPEW/85LF 21.95 .95 E. ( 9 ) 17.25 PRIOP.61 LF, 22.40 -'X I.E. 13 291 (S) APPROX. LOCATION EXISTING WATER LINE --OF EXFILTRATION 22.an I.E. E 17.25 15" OE W PROPOSED WATERLINE AND CONNECT TO APPROX. LOCATION OF EXISTING J/G ELECTRICAL CONDUIT 0 EXIST. PAVEMENTl� 23.00 TRENCH, WODE E PROPOSED JIG ELECTRICAL CONDUIT TOP OF TRENCIj�if)­%'-� 22.30 PROP. 69 LF, 2.85 BOT. OF TRENCH 15.50' /6�af - APPROX. LOCATION OF EXISTING 13" ED J/GTELEPHOIE CONDUIT E X IST T WATER MA IN ESMT, IW 21.85, t V�\,- 16 PIS e A EXIST ROPOSED JIG TELEPHONE CONDUIT 2.85 to, P G 105 b 7� EXIST. CATCH BASIN 23.00 "B. 6096 P 7) 11 CP SIGN 22.05 C ROPOSED ( c I APPROX. LOCATION OF EXISTING SANITARY SEWER LATERAL / 1 - EXIST. STM MANHOLE 23.0( PROP. 4' C AT C H BASIN TO BE MODIFIED e. r- ROOF LEADER GRATE EL: 22.07' F, /11 RE R.E: 17.38' S PROPOSED SANITARY SEVIER LATERAL 7 I.E. 1. F. 9. 86'(S) APPROX. LOCATION OF EXISTING OVERHEAD INIRES E = 17 STIE) � ,FV rte, yT2 PROP .! Fl� 22.85 PROP. 1. E. NIA (W) : 17'u jwj , PROP. TY E 22.10 `\, -MONUMENT PROPOSED STORM SEINER ROOF 22.40 ;LEADER 22.90 2 "1 D-CURB YIP.) SIGN D PROPOSED STORM SEWER LATERAL 22.70 1,5 EXIST V , NN hb A t EXIST�NG STORM SEWER N 2 , 9 0 , F 1 SIGN PROPOSED ( c I PROP. 75 LF, 15" HOPE EXISTING HYDRANTS EXIST. 12" METAL PIPE V-- D 0 CAT BASIN'4 22 ZX 22.50 22.50 17 , el 1 17.50 21.90 .15 EXIST. STI4 MANHOLE 15 1/ , b 1111v PROPOSED WATER UTILITY VALVE I. LE E. 2.55 R. E, 17.50 PR RO OF 22. 16.64' -EXIST 36"RPF E. ( E ) 22.55 FT k/ 17. 11, 22.80 ML \LADER J �v 21.95 1 E. = 12.84'(N) 11 09 0 BACKFLOIJV PREVENTOR I F. = 12.84'(F PROJECT No.: F090101 PROP. 4" PROP. FCONC. ROOF ASt d F DRAWN BY: CAD CH 4--- RAISED WALK WATER LAETER CHECKED BY: JMG 22.70 LEADER PROPOSED I , _ I V 1� I Nw- I 59 SCALE: Y ,2 g l , �10TC/ IF $7 C 22.50 AS NOTED' PRO 22.80 BC PH�L` �F I DATE: I C PROP. TYPE C4 PN�RCIAL INSTITUTION P s PE EXISTING SPOT ELEVATION AD I.E.: F090101-PGD SAWCUT, MA CH 22.75 - '-V CURB F D INDEX #394 1 J�VP Nc;e p E �O T 2' 21.20 AND CONNECI O-� fTYP.) 6 (4,312 S.F.) is RB -F PROPOSED SPOT ELEVATION , V/ 22.50 G T ER Tf� PROJECT: 'r EXIST, PAVEA:NT E 23.50 ( NA'V.D. ) PROP. TYPE 20.25 -D'CURB (TYP.) E - 23.50 22.85 22.7,j 'IDETECTABLE - EXIST PROP 5'CONC. SURFACE 21.90 C V IROPOSED No.. P 4 1 FL WALK 1 - " , 7 � - -_LIGHT POLE PROPOSED FLOW ARROW 22.40 X 22.65 6 EXIST, 22.7 US I & VILLAGE 22.80 - SEXIST. REGULAR DUTY ASPHALT EXIST. 41 EXIST. PROP bHAND SIGN PROP. CURB 71 P�s 1 112" TYPE 5111, 6" LI MEROCK LBR 100, 12" STAB. 8 UPGRADE LBR40 LOCATION E XIST SAWCUT, MAT DETECTABLE 21. ANDCONNE TO EXIST. PARCEL 2 HOLE ......... 22.70 10 SOFACE � A. OIST PAVE O C . MENT NN-EXL V FOR ;V ESMT. 69'/ 22.60 1� 1� REDO TED f 0. P. 1 1 3`0 PROPOSED CONCRETE PAVEMENT BD FIRE HYDRANT EXIST (0. R. 'S 321�) G PROP. TCONC. ASPHALT ARCHITECTS 21.85 SIDEWALK EXIST 2'C EXISTJ 22.50 �&m E 8997 N89561,' EXIST PROP . URB 1 CURB 1 0 PAVEMENT & GU�TER SAWCUT, MATCH 22.15 CURB DETECTABLE AND CONNECT TO SURFACE EXIST. N �Olk EXIST. PAVEMENT EXIST LIGHT POLE HAND HOLE EXIST lip QI EXISTING CONCRETE PAVEMENT CHASE �tx 6 ' { 1 Sr 1 5 LIGHT 1P M, ��OLE , "EXIST %6 HAND HOLE EXIST CATCH BASIN 0 /lE 1-�- 728 N. U.S. 1 EXIST. 4'WALK VILLAGE OF TEQUESTA o F 16.67- f F) E PALM BEACH COUNTY EXIST. 16.67- (S) FLORIDA GRATE EL: 20.87' 60 6 IN PROP. If- SIGN P I --- � , k / - �'-FXIST. IT METAL PIPE SURFACE DETECTABLE EXIST. CURB A 0 Call two full business da BOHLER E N G I N E E R I N G r. EXIST ASPHALT EXIST. ASP HALT but not more than five) PAVEMENT EXIST. ASPHALT . before di to find out • PAVEMENT • � 12"METAL PIPE PAVEMENT where buried facilities (JA (electric, g as, telephone, RADICE Ill OUTPARCEL #3 cable, water) are located. 1000 CORPORATE DRIVE, SUITE 250 FLOOR ELEVATION-22AU NGIVE) FORT LAUDERDALE, FL 33334 CAW= y ou di PH: (954) 202-7 0 FX: (954) 202-707 BohlerEn ------------- EDWARD M, McDONALD PROFESSIONAL ENGTNEER Ja nuar y 17, 201 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS DEFT. OF AUTH. No. 27528 SHEET TITLE: PAVING, GRADING, & DRAINAGE PLAN SHEET NUMBER: C-7 ALL ELEVATIONS SHOWN ARE BASED ON N.G.V.D. 1929 DATUM. U.S .FOUNDRY FRAME & GRATE NO. 4155-6209 (OR APPROVED EQUAL) ��oo����������� RIM, ELEV; GROUT lSEE PLAN) ��O��oo ������ 0 0 - BRICK TO GRADE (z) c0UPSgS MINIMUM PLAN B 'A 'B' (4) COURSES MAXIMUrA BRICK TO BE RED ROMAN N!I NO HOLES — HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. STANDARD HOOKS TIED UNDER BASE STEEL ,E , , SECTION A -A A A + ADDITIONAL REINFORCING BAPS- SIZE "H" PLAN ,G, H Z , SECTION A -A TYPE . „ „ „H" C4 4' -0" 0 8" 5'4" 0 #4 @ 6" C.C.E.W. C -5 S -D" 0 8" 34" 0 # 5 @ 8" C.C.E.W. C -6 6 -0" 0 8" 7'4" 0 # 5 @ 6" C.C.E.W. C -7 T-0" 0 Y 8'4" 0 # 5 @ 6" C.C.E.W. 8' -0" q 10" 9' -8" q # 5 rcil 6" C.C.E. W. C -8 @ U.S. FOUNDRY RING AND COVER, p DRAWING No.420 -C,OP. APPROVED EQUALI GROUT � BRICK TO GRADE 2 () COURSES MINIMUM (4) COURSES MAX IMUM BRICK TO BE RED P.OINAN vv/ No HOLES PLAN 'B' 'A' 'B' 'D' HOLES FOR PIPING SHALL BE FLARGER THAN PIPE a O.D. AND SHALL BE CAST z AT TIME OF FABRICATION. � STANDARD HOOKS TIED 'UNDER BASE STEEL .< F SECTION A -A A A ti ADDITIONALREINFORCINGBAPS - SIZE "H" PLAN 'G' Ti w 'A' SECTION A -A TYPE M-4 4'4" 0 3" 54" 0 # 4 @ 8" C.C.E.W. M -5 5' -0" 0 8" "I'll # 5 @ 8" C.CEW. M -fi fi' -0" 0 8" 7'-4" q # 5 @ 6" GC.E.W. M -7 7' U" 0 8" 8'4" 0 # 5 @ 5" C.C.E. W. M -8 8' 0" 0 10" 9'-8" 0 # 5 6" C.C.E.W. @ P4 z W y � ~ 0 z F-I W z LL w F U ? O O ♦ m w ° z> ` . r o x w o z a 6 K F W � r " V z e® E. L, < ¢ B p 4 'ZJ n 9E U 7 Z is� a z g@ z@ U u 2i TYPE „ „ .. „ „E" "F" TYPE „ „ "C" , D" "E" P' C -4 4,-0„ 0 8" d" #4 C. 12" C.C.E.W. #4 @ 12" C.C.E.W. 6 M -4 4' -0" 0 8" 8" # 4 @ 12" C.C.E.W. # 4 @ 12" C.C.E.W. 64" 0 REV: DATE: REVISIONS: COMMENT: BY: C -5 5' -0" q 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 12" C.C.E.W. 7'4" 0 M -5 64" 0 B" B" # 5 a 12" C.C.E.W. # 5 @ 12" C.C.E.N /. 7'4" 0 1 11/16/10 REVISED PER DRC STAFF COMMENTS CAD Q_6 6' -0" q g" 8" # 5 @ 12" C.C.E.W. . # 5 @ 6" C.C.E.W. 8'4" 0 M -fi 6' -1" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" GC.E.V /. d'-q" 0 ' C-7 T-0" 0 8" 8" 1 # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 9'4" 0 M -7 7' P' 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 9'4" 0 C -8 g p^ q 10" 10" 2- W. W.M. ,v/ # 4 12" C.C. VERT # 5 @ 6" C.C.E. W. 10'-8" q M -8 8' 0" q 10" 10" 2- 4V. W.M. vi/ 4 # 12" C.C. V 4 # 5 6" C.C.E.N /. @ 10' 8" q PRECAST CIRCULAR CATCH BASIN SCALE: NONE 2 PRECAST CONCRETE-TOP SLAB SCALE: NONE 3 PRECAST CIRCULAR DRAINAGE MANHOLE PRECAST C®NCRETEJOP SLAB FOR DRAINAGE MANHOLES ' SCALE: NONE SCALE: NONE 15/8" x 7- 5/16" OPENINGS 0 0 0 0 0 0 0 0 0 O — _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 „ \- 118" LEVELING PADS 357/8" 36" ry N ._, 33 1/4" 431/2„ NOTE: 1. GRATE TO BE TYPE U.S.F. No. 4155 -6209 223/4 U.S. FOUNDRY SPECIFIED FRAME AND CORER LETTERING SECTION COVER 2215 /16" 20 518 " ,i / � f,. J i 241/2" _ 36" _ r NOTE: 1. RING AND COVER TO BE TYPE'J.S.F. No. 420 -C NEOPRENE GASKET SOLID TOP (SEE NOTE #1) 3" z 1/8" FLAT BAR (SEE NOTE #3) TOP AND SIDES CONTINUOUS WELD C.A.P. WITH 1/2" MOUNTING HOLES HALF PIPE o a �3 w 1/2 ROUND CORRUGATED T ALUMINUM PIPE FLOW I 24 FLOW '^ o � o iYP. w , OUT (MIN.) — i w 6" MIN. IN > " a NEOPRENE GASKET TYP. SEE NOTE 2 (SEE NOTE #3) W z TOP VIEW OPEN BOTTO M SEE NOTE 7. RECTANGULAR STRUCTURE FRONT VIEW SIDE VIEW NOTES: 1. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPE PIPE W t W 2 T H SHALL BE WELDED i0 CLOSE OPENING AT THE TOP. � DIA. (IN) IN (GAUGE) (IN 2, THE BOTTOM ELEVATION OF THE POLLUTION RETARDANT = 15" 21" 21 16 VARIES BAFFLE MUST BE AT LEAST 2' BELOW CONTROL ELEVATION. 1800 3. NEOPRENE ADHESIVE BACKED GASKET, OR APPROVED V 18" 24" 24" 16 VARIES EQUAL (1' x 2 ") SHALL BE INSTALLED ON THE SIDES 21" 30" 30" 16 VARIES AND TOP OF ALL BAFFLES. 4. POLLUTION WITH 3 RETARDANT /8 "z4" BAFFLE TO BE FASTENED IN STAINLESS STEEL "RED HEADS ", 24" 30" 36" 16 VARIES PLACE 30 36 42" 14 VARIES OR APPROVED EQUAL. 5. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION TOP VIEW 36" 42" 48" 14 VARIES RETARDANT BAFFLE AT EACH CONNECTION POINT TO A ROUND STRUCTURE STRUCTURE (SEE EXFILTRATION TRENCH DETAIL). 42' 48' S4' 14 VARIES 6. FIBERGLASS BAFFLES ARE NOT PERMITTED. 48" 54" 60" 14 VARIES 7. MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO 54" 60" 66" 14 VARIES EASE INSTALLATION IN ROUND STRUCTURES. SPACING i0 1. RECTPNGUTAR STRUCTURE MATCH HOLES IN FLAT BARS. 2. ROUND STRUCTURE LOWEST FINISH GRADE:21 70 ______________________ _____________ ______________________________ STORM MAINTAIN MIN. COVER STORM DRAINAGE MIN. MIN. DRAINAGE STRUCTURE STRUCTURE (SEE DETAIL) (SEE DETAIL) 1d" HDPE PEP.FORATED PIPE SOLID PIPE 1 STD. PIPE LENGTH STAINLESS 3/4' WASHED ROCK STEEL STRAP SEE PLANS ELEVATION LOWEST FINISH GRADE 21.70 PAVEMENT SEE DETAIL ' ' PROJECT NO.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- PGD- DETAILS PROJECT: US I & VILLAGE LOCATION FOR n BDG ARCHI'T'ECTS - - - _ - ... .... ... ... ...... .... .... .. .... .. . .... .... ... ... ... .. . (� """ """ 2 MIN I� 1 "' 1 TOP OF TRENCH 19.70 FEET NGV I ._ � LE: 17.00 FEET. NGVD - - h BOT. ELEV =11.70 FEET, NGVD ESTIMATED SEASONAL HIGH WATER LEVEL 2.0' (N.G.V.D.) 18 HDPE PERFO RATED PIPE ,' —' -- 6 3/4" WASHED ROCK PLAN NOTES: 1. PIPES SHALL CONNECT TO ADDITIONAL CATCH BASINS AS REQUIRED. 2. BALLAST ROCK SHALL CONSIST OF 314" WASHED ROCK AND BE FROM FRESH WATER WASHED FREE OF DELETERIOUS MATTER.. 3. TRENCH TO BE LINED VATH AMOCO PROPEX 4545 OR APPROVED EQUIVALENT TYPE FILTER FABRIC. OVERLAP TRENCH LINING MATERIAL A MINIMUM OF Z AT TOP OF TRENCH. CLOSE ENDS AND STRAP AROUND PIPE. 4. IN AREAS OVER TRENCH WHERE THE FULL ROADWAY SECTION CANNOT BE CONSTRUCTED, THE AREA ABOVE THE TRENCH SHALL CONSIST ENTIRELY OF LIMEROCK BASE (LBR100). FRAME AND GRATE DETAIL SCALE: NONE 6 MANIHOLE FRAME DETAIL SCALE: NONE 7 PO]L]LUTION RETARDENT ]BAFFLE DETAIL SCALE: NONE 8 EXFILTRATION TRENCH SCALE: NONE CHASE O 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA m BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohICrE ngin eerI ng.com EDWARD M, McDONALD PROFESSIONAL ENGINEER January 17, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: PAVING, GRADING & DRAINAGE DETAILS SHEET NUMBER: R C 8 PEAK OF RUOF ,��z<��� ���.,� 26�-1" € s 3? � ip5�a t� � �t � ���; ��. k � �{3 � �� F�s� ��-}€� ��pdd�q�Yt�{ s '�1`±. 5 ,.• t !�� �a�`�i� ?.a � .°���� s:: rd � c 'Y� 4 �3 y € 3 ) �a� �r�� cc �; t � a , t � �. 25<i: � t�°t �¢tl��5� f'�� ' �'�E .k, zfax�e .9. :c`xZ �s .(z..i� TOP OF PARAPf T � s , , � � � � 17'-8' � �� � £ TOP OF CANOPY� f . ` � ,.: „� " �.�.��.� ` ,i'� 14'-Q' E -- — ----- ------ --------- ' ------------- � �.rv, .� h. ��. � .< � , � � � � � TOP OF BANDING _.,. _.._ � � � , � . ` � _ � _ __ _ �;� , —� -- � — _ �r-o� � .�. — _ _ _ ..�. > � : ,.� : ��,� � BOTT OF CANOPY � E�. � � ,.,: � ��,: 10'-8 � � f Y " ( ' k � TOP 0� WAINSCOT ' ..__.., , l—__.—I� I � I E 3. __._..� , _ , ,� , � ? ;; , 1 EAST ELEVATION _ _---- _ _. __ _._ � ��,�'�*. ____ _ ,'` , _ �i } ��� � � �� � �'� ��� � � � � �; �� �� , � t 4 '* P ` � s �' �.. . .. __._. _._.._ ...—.__ ...._. ....: gW �i�}g APOUC ROCKCAST LAl PEWTER BONE 3 I., ; `�, :� Y � F d { � x y _ y � #w� � � i� � >�# � '��#„� ; , 4 ; ;� ��'�'` �'� � _ � ,o „ ��� Ysd3`��#i7�1. . . .. . . ......� .,w . E�t ; SW 7036 APOLIC CONCRETE ROOF TILE I ACCESSIBLE BEIGE NB BLUE BURNT MISSION . � = � {� " � '� � � � .__ i NORTH ELEVATION CHASE BANK CHAS E' VILLAGE BOULEVARD AND US-1 ,�r TEQUESTA, FLORIDA .,;_ . , , r ARCHITECTS ..� �'C,?.�. $ $Nt'.;� , :� HI$ �[ .�2 t. i�'2.. `_.�$� APr .sX`�lt.' .i :$ �:,C ,. � K ' :nRi. f-�.'.�.$ Ft-I�) �°FFE?�l[�3�E$ '. Fi7ti.,-� .. _.� . .. .. _ , .. *3, .... ., ., Tye V!£ttiER tS ADViSEb 'O USE SNE RFfiFDER3tdG A$ A GU�DEtit4E FpR TH£ A4RPNGFMENT OF CQLORS ON iH� BUi�pi�.'G, AtJp SQ iHZN RFfER t0 TH: i.C1UFt COIflR OR FAAIER�AL $,+MPIES RRGv�CEG. � w J � ( ._..�____. � Z r i LL Q L1 d � g� W w �- � �n �.- Yp �, W� - � � ,� �- ►- x � �' ` . � O v u. ` i— - G9 - i.,. ' ::.`"" "_` .° .. („) � � OcD �^' p� �� : �m Q �N p�� �� Z tJ p � m ¢ �c � u. � , __ u p � � . _._ ; d � n- E e O O O v� ? � ��� H J ��.. � m Q � t' a W � � U . Q d #'�.... i I i__—_'._ _ .... t.._�........._ 11A .. ..... __...... � W m O W j O J Ii � � c0 � '.' t� m �g �� W U Lk __. __ Q II '' U 0 0 _ � a o � 4 W � � � � J�D � + I C I � T � �� r i � ` O v ;� .s T�+���. . :.) � i1 C) , q J .. .. � � w +,.M � . `{ S ' . ' p .,. v '^ 3 Y ` _ � � F � Y r . o � �� ` -- � ���_.�,..�._�� � < c � � � � �, � �C a = � � ,.� - ._� � o a � n � ' �� �� ��� z Q ° �;° � � � � � ❑ °C u, � .� �� �_� :�� Q � p u � �. r� � � � � m a ,� t, m � � P : -� W w � �, o T C � � � � �,,„. r (7 CnoW ;U Q m � W] a . = c� � � :�� V g i � � � ,7 T � � N §" � � ,.. \ C'. c � a � pYy �4 x< � � � O :.m�... ,; � � � l7 q � V v� �'� ,}' � � � i. }¢� � « c j �. d � K c�: 6 '; : °'—w�..�., : � .''.. u,< < ! ,� , . .........� ' , C ' ... ,k ��� i O � N � I 3 � � > r . � � o t, a � � " r � '� .. I� � ^' ` 4 a ! a� .§ r� .,33 ' �sn �'�: � ,..-.,..c+ri j. I I ( i I 1 � I i a " a °O � O �a O o ' Z Z r c� � U � z _ � 'i � � � O I � O � � a i � O 1 � � Q : m Q � � , I � - _`'_ � J J W � 2 �� � � � O � �__ � � LJ 6 4.8 2 SIM. 2 •3 1 (5) LED LIGHT FIXTURES 0' - 0' l' 4' 6'1 A61 sl . (SEE ELEC. DWGS.) ------------- 2�- �------ - - - - -- l' 4 . 14 ,_ 0 „ MOUNTED ON CONT. ALUM. 2' -0' 8' -0' 3' -4' 4 ' 3 8 ' 3 -8 4' 3' -4" 2'-0' 2' -0' 14 ch PLATE PER 10 1A6.8 A5.1 4.1 A61 - - - ��- GHA5E SIGN _LA _ _ ( & LL 3 4.8 2 MOUNTED ON OUTER 51M. 2 2. - - - - I r - - - -- -- � - - -- -- - - - - -- i0 A CAST STONE CAP q61 WALL. SEE A4.1 a A4.2 qb.l A6.1 'a IO O I �I BELOW (TYP.) 3' II' FOR LOCATION AND SITE W 22' -0' 4 ' - 0" 3' -II" ROOF OVERFLOW 7 +. H -0 o I .. 6 ALUM. HIGH ROOF DRAIN LEADER IN /S 83 I :: I 83 -_ ° o ROOF CANOPY, CHASE WALL (SEE - --------------------- - - - - -� A LL Q BELOW - -- -- - - ------- - - - - -- - - - - TYP.. - - - - - -- ABOVE PLUMBINGDWGS.) - -- - -- V (TYP.) Z \ \ 4' 4 VESTIBULE � 7------ 5------ _---- - -- - -- - -- - - - - -7 / SPLASH BLOCKS NJ FOR AC COND. 0 °� v T -_ LINES (SEE \ C b F T P. O w -�:. PLUMBING DWGS. � 4 1 I 3 a�w � �s w� 8@� \`r 7 / 3 A6.2 A6.3 6.4 Qe ka GI \ ry Q / yW O_ _ ��� w�eoo v \ RECESSED CEILING / v N 0 TM ROOM 3 \ MOUNTED / O / 102 A/ - H - C \ / 3'_0 0 .. ROOF � _0. 3' - m" n BELOW 4' LONG ALUM. T9l3x2xl /4' -MILL N 0 ( 0 �� I FE / FINISH a WELDED ENDS) W/ 2 - - - - I�I LED LIG \ \ / / FASTENERS PER 9/A68 (TYP.) I _ 4 '5 (5E ? FIXT \/ v v s3 5.3 5.3 RUN ELEC.) - TY i \ \ 8' LONG ALU 1. T5 (3x2x1/4' -MILL FIN15H a WELDED END5) W/ 4 1 1 - 2' 0' l' -8 1/2' II' -8 112' 2'- ' QI 2x2 GRID / \ FASTENERS PER 9/A68 (TYP.) � OVER ATM (M -O - -) (M.O.) / / PLENUM ABV. \ �� LJ ROOM / VESTIBULE GYP. 4� LONG ALUM. TS (3x2x1/4' -MILL LJ 10' -0' 2'-8" 3' -8' 4' -l' 18' -1 112' 3' -11 1/2" v BELOW / / BD. CEILING BELOW HNISHA WELDED ENDS) W/ 2 M.O. M.O. / FA5TENER5,,PER 9/A68 (TYP.) '? 60' -8 B - D ' o� L N V O LL O N 7 p SLOPE SLOPE n o w @ cu EXP. JT. COMFORT ONE 1 / 1/4' PER 1' -0' 4' PER -0" \ N ALIGN (TYP.) POWER/ DATA z - - - FLOOR BOX 1 1 / \ ^ 6.3 / 4' -0' (MIN) (MIN) 10d SEE ELEC. w (TYP.) co DRAWINGS `� z N SPLASH BLOCK (TYP.) N w SIM. 29'_4' SIM C U co 30'-0' w _ w w YI N Z � = M W N _, � ` M PLAN AT CONCEALED AREA ABOVE ATM ROOM 14 ._,,� 2 e o L _ _ _ J 5,8 D (u otS CENTERLINE OF I I SPINDLE I i •� LOBBY RECESSED DOOR POWER/ DATA FLOOR I I 0 r O .`a 103 CLOSER /PIVOT HINGE BOX- SEE ELEC. I I `r v M SYMBOL LEGEND GENERAL PLAN NOTES: LOCATED IN SLAB DRAWINGS A I I A4.1 W 1. ALL PARTITION DIMEN51ON5 ARE FROM FACE MILLWORK w 101A S E SHEETBA81 F CA51NE�D FIRE EXTINGUISHER OTHERWISE NOTED. F 57UD UNLE55 PART S SEE IISA - - 4 Vl A WINDOW SYMBOL, 2. SEE SHEET A1.4 FOR PARTITION TYPES. d� 6.3 CU O F.E. SURFACE MOUNTED 4 v 3c I I W 6' -I I/2' SEE SHEET A8.2 @ L O A1.5 r p cr PARTITION TYPE c FIRE EXTINGUISHER CABINET 3. REFER CIVIL PLAN FOR NORTH MILLWORK PARTITIONS A S I CONFERENCE Q r I NDICATION. 118 p A , - SEE DETAIL 3/A1.5 > DESIGNATION F.D. FLOOR DRAIN W 28'-4 3/8" r Q O RECESSED DOOR � CENTERLINE OF - GL05ER /PIVOT HINGE SPINDLE LOCATED IN SLAB 0 51M./ LINE OF 119A A HAND a3 � SOFFIT ABOVE I I HAND 3A LINE OF A CONTROL JOINTS AT D.S.- SEE CIVIL FOR Ai5 I 1 A50VE 1 sarrIT jr-l- OF q COLUMN. RAINWATER DISCHARGE. I Q' A ISOLATION JOINT AT COORDINATE W/ CANOPY 26' -10 3/4' 5' -4 l /8' 2" 11' -3 1/8' 4' -10 l/8 12 COL. BASES. TYPICAL DWGS. FOR (OPTION 11 p ( 7A - ) v ALL ISLANDS ALL O PTION -2) TYP. AT A63 q�2 Y - 4' I' 1 A D FILE ROOM D SOFFIT PROVIDE REV - uo 2 LINE OF SOFFIT I r GATT INSUL IN 116 " 2 BY DATE SCOMMENTS 26'_0" ABOVE A A a v '�S w J - - _ HOLD FINISHED DIMENSION OL E R 116A 4L ._ - - - - - - - - - 00 6.3 C a 51M � Q - I - . -- I B ': - SPLASH C A5.1 TYP a w I I B O `^ `" 6 -- BLOCK - I I 2 3/8" A - (TYP.) Q BOLLARD HEIGHT 2 / 3 ( TO BE 54' FROM 1 r Ai.2 PROVIDE 4'x8'x3/4' A 70P OF GONG. a 4 A5.i .� TELL LINE FIRE RETARDANT 3/8 16' -9' A �' 1 4' -10 l /8'I C 8' -0 31 A5.1 O 1 1 ISLAND (TYP) U a- SIM O O m PLYWOOD OVER GYP 115A _ TYP A5.1 _ I I z BD IN DATA ROOM 1 B I O - _ 8'x "xG' PVC FULL _ _ 1 BOX W/ GASKET TOP I I I 15 wALL5J SEE i.4 PRINTER CORRIDOR 1110h1EP1 LI FFIT 112$ 112 Q G.G. TO PROVIDE A OVE E OF A 1 - FLUSH W/ TOP OF 115 I I IB / A1.4 A 112C 113 � - - ♦ 0 GONG. ISLAND - UNDERGROUND I I Lj� C n7 ELECTRICAL AT Q BOLLARD HEIGHT - cA I THIS ISLAND FOR I B COATS - I AT VATS TO BE 54' I I FUTURE ATM AS s 3 I I U �� - -- -- - - + - -- MIF' - - -- N -- q I C r E 1 p Aa.2 z I FROM TOP OF CONG. I I INDICATED IN Aa2 I I LL I 1 Q' ISLAND (tYPJ Q C A 4 N N DETAIL l /A5.1 = - - I I I A I 8 6 0 0 - - 0 ? 1' -3 5/8 5' -6 5/8" 1' -9 1 /8" 8' _ I I _ DATA ' -5 3/8' -6 1/8 - 8' -1 l /8' I' As.1 o I j JOB NUMBER: 09353 ol a I I OUTLINE OF vAT -- ��T I N I I r Ai.1 Ai.1 I v A B M 4 W I 0 1 DATE: 10 -04 -2010 SIM .n ROOM LOUNGE e I'" U FUTURE ATM I 106 A I I I I I As.1 46 4 N A` - 109 A�.1 I = LL I 12'x12 "xb" PVC PULL A5.1 I I I A 120 B I C Q MEN DRAWN BY: iw BOX W/ GASKET TOP I I ( I - - D I I FLUSH W/ TOP OF o o I I TAG TI XIT OOR I 114 1 z I I CONC. ISLAND 1, a I 18' -0/' 0' -1 3/8" 6' 51-01/8, 8172 1/ II II' -II 7 /8' S SIG GE, SEE .1 -4 1 /5I -3 3/4' 1 SCALE: AS NOTED 6. I ♦ - - -� 2'x4" PVC JUNCTION A�.1 I I I I A 108A FD LINE OF IIIA 114 D DRAWING: FLOOR OUTLIN - BOX FLUSH W/ TOP O 0-- I I - B SOFFIT OF ATM OF CONC. ISLAND 4 1 I I LL A 0 JA NITOR ABOVE - F PLAN - - - -- - E - - - - SIM I DRIVE- TELLER e / i ELECTRICAL ° 6 110 - - - - - - - - - - - 108 A1.1 o Q _ - _ _ _ _ _ _ _ _ SHEET NUMBER �0 BOLLARD HEIGHT AT z TYP r I I' m - - m ATM TO BE 54' FROM p q I I I 12 A / - CONCRETE 0 TOP OF CONC. 15LAND U I I D D ;� �0 w 3 SIDEWALK, SEE v + �Tj - - I I v u 6.3 CIVIL DWGS .1 G - - - - - - G OTE: SEE CANOPY z - - - - - { CONTRACTOR DRAWINGS (LE 2 CANOPY 1 3 5TAINLE55 5 2 FOR CANOPY = A6.5 O 2 N -2 RAILING - � � ABOVE LINE F A5.1 A6.3 SIM STEEL BACK Al 1 A5.1 5 STRUCTURE a DETAILS. m 4 4� 4 n 5EE 5HT. A4.2 13 3' 6' 3' -6' 4 (L 9' -0' 3' 6' Y.O 8' CURB g' 36' -0' SPLASH 6' -0' 3' -4' 3' -4' M 2' -8' -4" 21' -1 3/4' 16' -6 3/4' 3 1/2' 16' -8' 1' (VERIFY W/ CANOPY (VERIFY W/ CANOPY SHOP DRAWINGS) g g SHOP DRAWINGS) 7 6 4 2.1 2 1 Arc' Nled Gf Reoord: FLOOR PLAN „ 11 1 ` °°FLL. oo °"P h b e OF ROOF I E38 h T.O. CMU 19' -4" E4 T.O. GMU — E40 6 P. SBA. BANDINCs EII E22 TYP TA. WAINSCOT 3 I 6 T.O. Cm / TRUSS 5FNG El 2.3 2 4 2 I E23 E3 I 1 6. A5.1 12 E23 6. 4.6 4 E20 E35 I - i I I I I I 6 6. E38 3 E36 E23 EII TY E30 T.O. Ch1U 11-4 .. E5 TO CANOPY ELEV. I E31 13'- 101/2" E5 EIT EIS (j) U LU = ~ Q U : U N °° c o 073 Y M O LL LL -Q z a F J E23 TIP E38 EIE16 R­ E25 I ENE ' EI4 III w gee w Se � °off � a � °-z y ° WW=o���Y��aog SI8a�F z gVLLV° 3� `"� o Q 3LLt z 3 �n �b zg ooya I EI2 El E=E E34 E35 E21 E34 E35 EI2 E40 E11 EIS B.O. CANOPY ELEV.�oo�a00000��3m I E22 10' -h I/2" TYP E32 E32 EII E8 ES TA. WAINSCOT E9 E9 E26 E10 E10 T.O. SLA5 E4 E33 E26 E33 I E34 EI2 E35 �2siNawST. E46 / c�aSEO `v 00 m W M W t H t H �� H E21 ET E28 EI2 L H E21 SCALE EXTERIOR BUILDING ELEVATION 1 co 1 PEAK OF ROOF _ _ 6 12 C3 F C 26' -9" B A El Q ±6, 2 3 4 1 Sim. 6� A5.1 FJ T.O. Cm / TRUS6 BRNCs. E3 E4 E38 g' 4 Y E3 —r E 38 8' -0" TYP. 0" TYP E20 11 - - � — \ I TAj -, � �--, . " � -4" EII E14 E23 a E23 w Ell E25 E16 (d CHA (� Q w TYP. w 1. s E34 p IV Z 1 112" EIFS SYSTEM (SEE SPECS) I" WIDE X 3/4" DEEP VINYL REVEAL (TO BE PAINTED) _ IL a ~ ` TYP FAINTS EPT -1 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES MANUFACTURER: SHERWIN WILLIAMS PRODUCT: METALATEX ACRYLIC SEMI -GLOSS PRODUCT NO.: 542 SERIES COLOR: SW 1045 "INTELLECTUAL GRAY" FINISH: SEMI -GLOSS EPT -2 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES (CORRESPONDS W /EIFS -2) MANUFACTURER: SHERWIN WILLIAMS PRODUCT: METALATEX ACRYLIC SEMI -GLOSS PRODUCT NO.: 542 SERIES COLOR: 5W 1036 "ACCESSIBLE BEIGE" FINISH: SEMI -GLOSS EPT3 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES (CORRESPONDS MANUFACTURER: SHERWIN WILLIAMS PRODUCT: METALATEX ACRYLIC SEMI -GLOSS PRODUCT NO.: 542 SERIES 6W 6100 " F FINISH: ; SEMI -GLOSS TTE" EPT NOT USED NOT USED EPT -s NOT USED E IFS EXTERIOR INSULATION 4 FINISH SYSTEM; EXTERIOR EIFS -1 1`FSSUGFACER:5OIT5UR(OR Or ENT EQERL) PRODUCT: 5TO THERM PREMIER NEXT (WALLS) STO DIRECT APPLIED FINISH SYSTEM FOR SOFFITS COLOR: TO MATCH SHERWIN WILLIAMS "SW 1045 "INTELLECTUAL GRAY" FINISH: STO LOTUSAN 1.0 (FINE) EIFS -2 EXTERIOR INSULATION 8 FINISH SYSTEM: EXTERIOR EIFS SURFACES (EIFS ACCENT BAND) MANUFACTURER: 5TO CORP. (OR APPROVED EQUAL) PRODUCT: STO THERM PREMIER NEXT COLOR: TO MATCH SHERWIN WILLIAMS 'SW 1036 "ACCESSIBLE BEIGE" FINISH: 5TO LOTUSAN 1.0 (FINE) EIF53 EXTERIOR INSULATION 4 FINISH SYSTEM: EXTERIOR MANUFACTURER: STO CORP P (OR APPROVED EQUAL) PRODUCT: STO THERM PREMIER NEXT LATCE' t0 MATCH SHERWIN WILLIAMS 6 5W 6108 FINISH: STO LOTUSAN 1.0 (FINE) C-6 Cu - 0 > .0 U ^, VJ 0) VJ ^' (D W TT v, O scnFE REVEAL 1)2 " =1' - 0" O. BAND E40 E32 ' T P EI5 I OPEN'G 10'-&" E35 E211 T.O. WAINSCOT � T.O. SLAB 0' -mII p w W Z 1 1/2" EIFS SYSTEM (SEE 5PEC5) 3/4" WIDE •� v- GROOVE EIFS ' CONTROL JOINT I V ma ~ P.EV. BY DATE &COMMENTS EII E15 Q Q U E21 E21 E4 E21 E2 E21 EI2 4 E45 E21 Q S CALE 2 EXTERIOR BUILDING ELEVATION REVEAL 2 "E 5„ { lJ ABE:UMBER: 10- 0 DRAWN BY: JW BANK EQUIPMENT BY OWNER. G.G. TO PROVIDE CUSTOM CAST STONE PROFILE BY STEEL TUBE COLUMN TO BE PAINTED [ El ] CONCRETE ROOF TILE (MONIER 'BURNT MISSION') TYP. ES OPENINGS AND ELECTRICAL REQUIREMENTS IN EI6 ROCKCAST, COLOR t0 BE 'BONE' E24 FLUSH KNOX BOX - VERIFY LOCATION E32 STEEL B GENERAL CONTRACTOR E4 EIFS ACCENT BAND, EIFS -2 ACCORDANCE WITH FINAL APPROVED BANK GP-5 WITH SMOOTH (SM) TEXTURE HE — CUSTOM B W ITH BY ROHGSMATEXTURE EQUIPMENT SHOP DRAWINGS. H SIGN- ELEC. POWER REQ'D E25 LED. 2 LIGHT FITURES /SHT. AI FOR (SEEINGEC. DWGS. 4 E33 SROBVIIDPEN O PENING ISLA T IGHT PULL BOX AT CONDUIT E41 ADDITIONAL NF ELECT. DRAWINGS FOR COLOR TO BE STONE' W E9 BOLLARD BY G.C. SEE DETAILS SHT. A5.1 CANOPY ROOF OVERFLOW DOWNSPOUT ❑ PRERNISHED METAL GUTTERS, 6" W. x 4 3/4" DEEP, EIS SIGN- NO ELEC. POWER RECT) E26 NOZZLE. SEE CANOPY DETAILS AGM (ALUMINUM COMPOSITE MATERIAL) PANELS 3 1/2" DIA. WALL PENETRATION FOR E3 'K- STYLE' W/ 4" W. x 2 I/4" DEEP CORRUGATED ❑ W/ DRY SEAL JOINTS OVER ALUMINUM TUBE AND E42 RECTANGULAR DOWNSPOUTS. GUTTER, D5, 8 FASCIA E10 CONCRETE CURB 4 ISLANDS ❑ I/2" DIA. PRE -FIN. ALUM. RAIL (MATCH EPT -I), E34 METAL FRAMING - ALPOLIG "MTLC PEX PEWTER" COMPRESSED AIR LINE E19 EXTERIOR LIGHT FIXTURE, SEE ELEG. DWG5. E21 CORE DRILL 4 EPDXY GROUT INTO CONC. MIN. 8" FINISH 4 1/2" DIA. WALL PENETRATION FOR COLOR TO BE EPT -I. ❑ ❑ E43 EII EIFS -3, WITH SCORE PATTERN AS INDICATED. DEPTH 4 MIN. 2" CON(. COVERAGE AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ PNEUMATIC VAT TUBE CA5T STONE WATERTABLE BY ROCKCAST 1UT900. E20 PAINT SOFFIT EPT -I CARD READER - REFER TO' E35 DRY SEAL JOINTS OVER ALUMINUM TUBE AND THICK E4 COLOR TO BE 'BONE' GP -B WITH SMOOTH (SM) TEXTURE ❑ ALUM. IMPACT- RESISTANT STOREFRONT SYS. ❑ E28 SECURITY DRAWINGS FOR ADD'L INFO. METAL FRAMING - ALPOLIC "CV5 BLUE" FINISH E44 PLYWOOD SSEAT SHEATHING OF 1 EI2 W/ INSULATED IMPACT- RE515TANT GLAZING 4" CAST STONE VENEER AS MANUFACTURED UPPER FASCIA PANEL PAINTED TO MATCH DENSGLASS FOR SIGN MOUNTING. E5 FLASHI T E21 CONNECT CANOPY TO BUILDING. SEE E13 EIFS -I BY ROGKGASt, COLOR t0 BE 'BONE' GP -5 E29 RE MATCH SC M EPT 14)SHED OR E36 SW 6108 "LATTE ". (SUBMIT SAMPLES FOR NOTE: PLYWOOD ONLY APPLIES TO SHEET WITH SLATE (SLT) TEXTURE APPROVAL) STEEL CONSTRUCTION. E6 HOLLOW METAL DOOR 4 FRAME, PAINT EPT -1. E14 POWER 4 F I NN PROOVIDER. E C G GA` E22 DETAIL 4 3/44" DEEP REVEAL. SEE E3 Pp MATCH M PEX PEWTER" FI 5PANEL: E31 SPECIFIICAT ION VENTS W/ INSECT SCREEN. SEE E45 SECO NOZ ZLE, SEE ST D DRAWINGS LOW _ _ 8"x8" FIRE FIGHTER SAFETY WARNING SIGN WIDE El NUMBER WI THICK STROKE VINYL ADDRESS EIS W/ INSULATED IMPAGTARE515T GLAZING E23 DETA / A41 ALIGN WITH STOREFRONT SEE E31 TO MATGH EGVB BLUE' FINISH E38 MATCH ADJACENT E FISHED TO E46 (NOTICE OF LIGHT -FRAME ROOF TRUSS CONST. MULLION BELOW (AS INDICATED) PER FL FIRE PREVENTION CODE 69A -60 -008). SCALE: AS NOTED DRAWING: EXTERIOR BUILDINCs ELEVATIONS SHEET NUMBER A4 Architect of Record: SCALE EXTERIOR ELEVATION SPECIFIC NOTES 5 (NOT TO SCALE) FINISH LGND SCALE 6 Gregg FL.Lic.4- AR0017669EDAP 9 tA. CANOPY ELEV. 13 -10 I/2 II E36 E3 8 6 4 8 E4 E23 EII 3S EII DS E23 E2O T.O. CMU 1 � 1 411 Ea. V.011 (TYP) _ (: H SE� E5 I 4 PEAK of ROOF 3 SIM 261_x11 & I 8 -0 (TYP) ,� A2. 2 I 2 El I E3 6 E4 IDS TA. CMU� 114 EII E2O TYP E23 191_411 _ TA. CMU (TYP) Ea. Ea. V-0" (TYP) EO. 1 1_ C7 EII w- O II B.O. BANDING 10' - 61/2" EII�zffi$o�ao99O E2 - I EIx E22 TYP I TA. WAINSCOT 03 U u 'H tY Q U N M M 9 M M ao m .. L a: o N s ° wo z a C-4 H J 29 2 (� E41 8 -0 wge o ��rwo6 �� �A �_� �� pp � V � `wa � a ° q V or�� °wwo w92r�ww��aw�° _ �O�a"�6- tUnomUf33 V�KOw H o aV 6 ZVw3m J ° =N wZb °SnN g wr wK3��3�°izw=�a °���3m B.O. CANOPY ELEV. E22 TYP I E12 10' -6 121111 E32 ES E9 E26 EI0 E33 E4 I I E32 E21 ES ES E9 E E1O E1O E1O T.O. SLAB ELEV. 1- 0 1_ 0 11 E26 EI4 I - E21 M W ^, -r-- W co r, 49 3' -" E21 u u E4 E27 E6 E24 E4 SEE EL G SHEETS I FOR ELC. METER A5.1 AND SH NT TRIP Atl EXTERIOR BUILDING ELEVATION SCALE 1 /4 „ =,,_o„ \ z( o � �J El A 12 E23 +6 E3 E2O EII E25 E16 E34 E35 I E21 E25 I I PEAK OF ROOF B 26 1_ x 11 12 I 2 a' 6 SIM. E4 T.O. Cm TRUSS BRG. HT. 20' 0" E23 TYP E3 Nz d EII w C D 3 20' -0” (CANOPY A5.1 EII EO. 8' -0" TYP. I E3O E31 l z E WIDTH) E38 EO. I E36 Cx I TA. CMU 11_411 T.O. CANOPY 13' -10 1/2" B.O. CANOPY 10' -6 1/2 E22 TYP PACKAGE ER RECEIVER TA. SLAB 1_ E21 G Cs 20' -0" (CANOPY WIDTH) 2 6. EII E38 T.O.CMU� I 1 I I. OUTLINE OF I I CANOPY BA. GANOPY� i U / 0 m (n V / O j I I I PACKAGE RECEIVER , I � I ' = E I 6 i Ell I I E22 TYP I I I AFTER HOURS DEPOSITORY T.O. SLAB BY DATE & COMMENTS I Q LINE OF ES E4 8 E21 MAN. OPNG. (TYP.) E4 E12 E21 E2 E12 E2 E21 E4 ES E4 ES Q EXTERIOR BUILDING ELEVATION SCALE 2 EXTERIOR ELEV. AT DRIVE —THRU SCALE 3 JOB NUMBER: 09353 DATE: 10 -0 OW53 [El] E2 E3 R E4 ES E6 E � CONCRETE ROOF TILE (MONIER 'BURNT MISSION') TYP. CUSTOM CAST STONE WINDOW SILL BY ROCKCAST, COLOR TO BE 'BONE' GP -B WITH SMOOTH (SM) TEXTURE PREFINISHED METAL GUTTERS, 6" W. x 4 3/4" DEEP, 'K- STYLE' W/ 4" W. x 2 1/4" DEEP CORRUGATED RECTANGULAR DOWNSPOUTS. GUTTER, D5, t FASCIA COLOR TO BE EPT -I. CAST STONE WATERTABLE BY ROCKCAST MU1T9OO. COLOR TO BE 'BONE' GP -B WITH SMOOTH (SM) TEXTURE FLASHING TO CONNECT CANOPY TO BUILDING. SEE HOLLOW METAL DOOR t FRAME, PAINT EPT -I. NUMBER W ITH (WHITE) THICK STROKE VINYL ADDRESS BANK EQUIPMENT BY OWNER. G.G. TO PROVIDE E8 OPENINGS AND ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH FINAL APPROVED BANK EQUIPMENT SHOP DRAWINGS. E9 BOLLARD BY G.C. SEE DETAILS SHY. A5.1 E1O CONCRETE CURB t ISLANDS ❑ EIF5-3, WITH SCORE PATTERN AS INDICATED. E11 EIF5 -3, WITH SCORE PATTERN AS INDICATED. ❑ ALUM. IMPACT- RESISTANT STOREFRONT SYS. E12 W/ INSULATED IMPACT- RE515TANT GLAZING E13 EIF5 -I E14 POWER t FINAL NA LGONN LION ELE G.0 EI5 W/ NSULA ED IMPACTARE515T GLAZING S ❑ CUSTOM CAST STONE PROFILE BY ❑ E16 ROCKCAST, COLOR t0 BE 'BONE' E24 GP -B WITH SMOOTH (SM) TEXTURE EIT SIGN- ELEC. POWER REO'D E25 EIS SIGN- NO ELEC. POWER REO'D E26 E19 EXTERIOR LIGHT FIXTURE, SEE ELEC. DWGS. ❑ H E2O PAINT SOFFIT EPT -I E28 4" CAST STONE VENEER AS MANUFACTURED E21 WITH ATEA(SLTJ�EOXTRURE BE BONE' GP -B E29 E22 DE W IDE X 3/4 DEEP REVEAL. SEE E3 E23 CONTR JOINT- .3/4" WIDE V GI;ROOVE. / A4.1. ALIGN WITH STOREFRONT E31 MULLION BELOW (AS INDICATED) ❑ STEEL TUBE COLUMN TO BE PAINTED FLUSH KNOX BOX - VERIFY LOCATION E32 E4 EIFS ACCENT BAND, EIFS -2 (EPT -3) BY GENERAL CONTRACTOR LED LIGHT FIXTURES (SEE ELEC. DWGS. t PHOTOCELL. SEE ELECT. DRAWINGS FOR ❑ PROVIDE WEATHER TIGHT PULL BOX AT CONDUIT DTL. 2 /SHY. AI.1 FOR MOUNTING) E33 E41 ADDITIONAL INFORMATION. CANOPY ROOF OVERFLOW DOWNSPOUT STUB OPENING IN ISLAND. ❑ NOZZLE. SEE CANOPY DETAILS ACM (ALUMINUM COMPOSITE MATERIAL) PANELS 31/2" DIA. WALL PENETRATION FOR E34 W/ DRY SEAL JOINTS OVER ALUMINUM TUBE AND E42 COMPRESSED AIR LINE 1 O DIA. PRE -FIN. ALUM. RAIL (MATCH EPT-I), METAL FRAMING - ALPOLIG "MTLG PEX PEWTER" ❑ DRILL t EPDXY GROUT INTO CON(. MIN. 8" FINISH 4 I/2" DIA. WALL PENETRATION FOR GORE E43 DEPTH t MIN. 2" CONC. COVERAGE ACM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ PNEUMATIC VAT TUBE CARD READER - REFER TO' E35 DRY SEAL JOINTS OVER ALUMINUM TUBE AND PROVIDE SECURITY DRAWINGS FOR ADD'L INFO. METAL FRAMING - ALPOLIC "CVB BLUE" FINISH E44 PLYWOOD SHEATHING XPOSURE LIEU OF 1 UPPER FASCIA PANEL PAINTED TO MATCH DENSGLA55 FOR SIGN MOUNTING. PALNEED TO MA EPT -F I NI SHED OR E36 APPROVA ATTE ". (SUBMIT SAMPLES FOR STEEL CONS�RD ONLY APPLIES TO VENTS W/ INSECT SCREEN. SEE E45 SECO TO MATC MATCH MTLC PEX PEWTER' HANEL: E3� �PEGIF SPECIF NOZ ZLE, SEE STORMING AIN OVGg LOW F B AND: GvB BLUE' FINISH E38 MATCH E FISHED TO E46 NOTICE OF F IG H T ER IGHT -FRAME ROOF TT I CONST. PER FL FIRE PREVENTION CODE 69A -60 -008). DRAWN BY: BTL SCALE: AS NOTED DRAWING: EXTERIOR BUILDING ELEVATIONS SHEET NUMBER A4 2 Architect of P.ecord: d EXTERIOR ELEVATION SPECIFIC NOTES NAT To SCALE, T Gre99 FL. Li AROO17669 LE GRAPHIC SCALE 20 r X 6r 1O IN FEET I I INCH = 20 FT PROP. I" METER APPROX LOCATION OF AND I" RPZ EXIST WATER MAIN BACKFLOW PROP. I" SADDLE TAP ON ( CONTRACTOR TO FIELD PREVENTOR E XIST. 6" WATER M AIN VFRIFYLOCATION) S8 PROPOSED WATER PROP. 2" IRRIGATION METER & BACKFLOW PREVENTOR IRRIGATION PLANS TO BE SUBMITTED AT BUILDING PERMIT SUBMITTAL EXIST WATER VALVE EXIST. GUY EXIST. GONG. EXIST. I EXIST WATER ANCHOR POLE METAL LIE) KE 23Z69' SERVICE EXIST. WATER 17111 EIMT, (O.RB. 6096, PG 1057) T L \ IST WATER VA AXyyA LV 0 "" E " EXIST CLEAN OUT NA 3: EXIST. WATER ESMT. 10' EL: 19.27' (O.F.B. 6096, PG 1057) PROP. 3" SAN. SEWER @ 5.00% SLOPE ';- PRO P.- ED EXIST. FIRE PROP 10' UTILITY LINE EASEMENT MON SIGN LOCATION Z1 4 PROP. 6" S.S. LA P / pc? TRANSFORMER 90D.. 2.00% SLO / � ' SEE MEP PROP C.O. ON ' FOR CONTINUATION I.E. z 1'5.50 c,' EXIS C V SERVICE CHASE CROSSING: A = 1 Z4 , I ' ' 1 SEPARATION 3.13.10 TO PROPOSED x 6" S.S. I.E. 15" STORM I E 17 25 FINANCIAL INSTITUTION I / 53 FT 11 EXIST. 2'PUPB 00"' 0 b \-PROP. 6" S.S. LAT. AISLE (4,312 S.F.) 1.00% SLOPE PROP. M.H. GUTTER EN1 F.F.E = 23.50 (N.G.V.D.) RIM z 22.25 CROSSING: I.E. (NE) = 14.65 ",EXIST. PROP, 8 LF, TOP OF 6" S.S. I.E. z 16.50 I.E. JW) 14.75 LIGHT POLE EXISTING 6" FIRE LINE =19.00 FIRE L 1 NE I PROP. C.O. SEPARATION 2.50 FT IE 200! EXIST. PROP. C.O. 11 PROP 1 6" S. S LAT. CURB 27 ASPHALT S /—@ 6.5z.' S �LOPE E-Avsl ki c 00 — PAREL 2 NON -EX EXIST. CLUSIV ESMT. ISI-E RE OCATED EXIST. (O.R.B. 9604, PC 1864) Iq FIRE HYDRANT ASPHALT (O.R.B. 16847, PG 239) EXIST (7.5-11 CLEARANCE) PAVEMENT EXIST PROP. CO. ALK N89'56'15'E 89,97' 1 E z 16 . 20 EXIST. EXIST. 2'Ct CURB CURB GUTTER EXIST EXIST. LIGHTPOLE� / HAND HOLE EXIST EXIST LIGHT POLE EXIST SIGN HAND HOLE EXIST. 4'WALK NINE SIGN N E EXIST WATER VALVE EXIST SAN MANHOLE R E.: 17.22' 1. E 5.52' 1. E 5.62' CORE HOLE CONNECT TO EXIST. S.S. MANHOLE PROP. I.E. z 9.65 ( SW ) tp EXIST o SIGN EXIST SIGN T. ELEC. ONOUIT EXIST EXIST EXIST. HOLE SIGN SiGN HAND O o EXIST WATER VALVE 7 LEGEND PROPERTY LINE APPROX. LOCATION EXISTING VATER LINE w PROPOSED WATER LINE E PROPOSED U13 ELECTRICAL CONDUIT APPROX. LOCATION OF EXISTING SANITARY SEINER LATERAL PROPOSED SANITARY SEINER LATERAL APPROX. LOCATION OF EXISTING OVERHEAD WIRES APPROX. LOCATION OF EXISTING SANITARY SEINER MAIN PROPOSED SANITARY SEINER MAIN APPROX. LOCATION OF EXISTING STORM SEINER PROPOSED STORM SEINER APPROX. LOCATION OF EXISTING STORM SEINER LATERAL PROPOSED STORM SEINER LATERAL HYDRANTS (EXISTING I PROPOSED) Vvv INV WATER UTILITY VALVE (EXISTING AND PROPOSED) BACKFILOW PREVENTOR NN DOUBLE CHECK VALVE El WATER METER Call two full bull-11 da ( but not more than five before di to find out • ,,here bused facilities (slectrir, gas, telephone, .able, water) are locat KM Call before YOU di NOTE: VERIFY WITH UTILITY DIRECTOR FOR EXACT LOCATION OF TREES TO BE RELOCATED ALONG NORTH PROPERTY LINE. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V.D. 1929 DATUM. P4 z 0 . h -z ; O � z S a z c Z I REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-WS PROJECT: US I & VILLAGE LOCATION , FOR BDG ARCHITECTS CHASE 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E R I N G RADICE IN 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 n EDWARD M, McDONALD PROFESSIONAL ENGTNEER Januar 17, 201 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH Na. 21128 SHEET TITLE: WATER, SEWER & UTILITIES PLAN SHEET NUMBER: C-9 NOTES • ALL ADJACENT PROPERTY IS COMMERCIAL • FIXTURES *SI* AND 121' ARE FULL CUT OF FIXTURES. FIXTURES 16A' AND 168' ARE RECESSED FIXTURES. • FIXTURE 'Sl' HAS A 25' MOUNTING HEIGHT. FIXTURE 121' HAS AN 9' MOUNTING HEIGHT. FIXTURES 'LW AND 'L6B' HAVE A 10' MOUNTING HEIGHT. • ALL EXTERIOR LIGHTING WILL BE CONTROLLED BY A COMBINATION OF TIME SWITCHES AND PHOTOCELLS. • THERE ARE EXISTING PARKING LOT FIXTURES AROUND THE PERIMETER OF THE PROJECT WITH LIGHT SPILLAGE ONTO OUR PROJECT THAT WILL CONTRIBUTE TO THE PHOTOMETRIC VALUES SHOWN. 0 EXISTING LIGHTING EQUIPMENT NOT INCLUDED IN PHOTOMETRIC ANALYSIS. LUMINAIRE SCHEDULE S Label Qt Description Lumens LLF -0 S1 2 LITHONIA KVF2-40OM-SR3FL-RP09 38000 0.72 -0 S2 2 LITHONIA KVF2-40OM-SR3FL-RP09 38000 0.72 ❑ 1-6A 6 LSI CR02-S-LED-50-CW 4957 0.72 ❑ 1-6B 2 LSI CRO-FO-LED-30-CW 2400 0.72 F® L21 1 KIM WD14D3-2-26-MD 1800 0.72 A L7 2 BETA LED CAN-227-PS ABSOLUTE 0.72 STATISTICS Description S Av Max Min Max/Min PARKING LOT + 1.4 fc 8.4 fc 0.0 fc N/A PROPERTY LINE ❑ 0.4 fc 2.2 fc 0.0 fc N/A DRIVE-THRU ❑ 12.1 fc 23.4 fc 8.4 fc 2.8:1 ATM - 5' (HIDDEN) X 16.1 fc 22.5 fc 13.2 fc 1.7:1 ATM - 50' (HIDDEN) X 4.8 fc 16.6 fc 0.7 fc 22.3:1 .............. KPI 'GI I! I �,"F' f:';Z1KG,ANC. PROFESSIONAL ENGINE- j]. OVEE PAW ORIVE TAMPA FLORIDA 33619 PHONE 13) 241-6486 FAX 241-6498 SCALE U. # 2- PHOTOMETRIC PLAN si D.te +0.7 *0.9 '1.0 '1.0 +0.8 t0.18 tl t0.-9 t0 t2 t2 '1 '1 '1.0 tO. t1.2 7'1. tl tl;8* tt.16 tl.7 ti.5 '1.6 'i.2 tl t tm ta..3 + . .. ... ... .. I --t0:5- -.4- 7t "till u 4 5+ 1.0 2-1 2.4 .1 :.7r1 8 1 .2 t2.2 .9 0.2, .. . IV , 7� ...... 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"w x. ................. -111111111111111 .............. ... ... ... ... ... ... .. 4 1.4 I�S,- +1.7 4 } 0.0 -- + + +2.2 +3.3 :t6.2 t6, +2'4 +1.4 +b. 7 +0. +0.2 +0.1 Cr +bil +0.2 2 +2.1 +2.7 +4.7 5. +2.4 +4.0 +5 +4,1 t4.6 t5i; 3' +2.9 +t8 +0.8 +0.4 +0.2 +G.1 t2.0 ..... +1�9 .... t1.9 .6 > (3) +0: +0: ' ' ' ' ' ' 4:' 0. 0. 2 0.4 1.2 1.9 2.1 2.6 '�: ' 7 1 to. 0 2.6 2.4 0. 9, b. 5 0.3,,,-' 2 '2. 0 '2.6 '4.3 �'4.3 '3.7� '3;9� '4.4 '3.6' 'f ' + ' '0 �111+2.3 ',+2.2,:' +0.0 +0. 1: +0.1 + ;0.2 +0.5 +0.9 +1.4 +1.5 + +3, 1' 2' .3 + + + -7t +27 +2 +3.0 0.6 0.3 +3.5 +2.8 '3 tl'i'' +' �2 0.1 +0;0 +0.1 +0.1 +0.1 +0.2 +0.4 +0.6 +1.1 -1 +2.5 +2.4 +2.4 +1.6 +1`17 +1.6 +1.7 '+2.3 +2.0 +1.2 +0.7 + +0.0 " +0 0 + + + + + +: 0.0 0.0 0.1 0.1 0.2 +0.4 0. 2. 0.3 """0 + *l.7 +1.9 tl.9 +1.6 +1.7 tl.'2 +1.3 +1.2 +1.3 +1.6 +1.4 +0. to. 1 +0.01 +0 .0 'O.G� `0.0 '0.1 '0.2 '0. 3 '0. 4: .................. 4- 4- 4 1.0 ,1.2 1. .1 '1.1 4 i. 4 .9 .6 "0.0 0 '0. 8 '0.8 '0.7 '0. 9 '0.2," .0 -"0.4 "0.1 REV. DATE & COMMENTS +0 b + �+0.2 + + + + + + + t + 0. 6 +0.0 +0.0 0.1 0.1 6,2 0.2 0.2 0.2 0.2 0.3 0.3 + 44,L + + +0.1 to. *0;: tb. + + +0.4 +10" + +0.7 +0.6 +0.5 +0.4 +0.4 +0.5 +6,5':: + .4 +0.3 +0.2 +0.1 +0,1 , 0.5 QE"' 06 +0.2� +0.3 +0.3 +0.3 +19.3 +0.2 +0.2 +0.2 +13.2 +0.3 +0.2 +0.2 tl)mi +0.1 +0.O-zrtO.O +d� ............. to.0 BY REVISION 01/14/11 0 +0.0 0.0 x. .0 0.0 1 i- J+O. i A 0. 0.1 G' .............. +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 ,+O.l +0.1 +0.1 +0. +0.1 +0.1 +0.1 +O.l +0.1 +0.1 +0.1 +O.l +0,111 +. +0. + +0.0 +0. TN Q 0 1 11' 1 1 0.0. 0.0 +o.O. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 �'O.O 0. +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 6" +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 to. 0 .......... .............. .............. .. ........... ............. .............................. .............. ...... tb.O' + 0.0 .......... +0.0 +0.0 + +0. +0.0 + : +O.d 0.6, OA +6.0 + .0 +60 +0.O +0.0 +O: 0.0 ' BACKGROUND SITE PLAN REVISED BY ............. ............. ..................... t 0.0 , + 1: +Q:0 +0.0 %0 +0: 0 +0.0 +0,:0 +0.0 +0.0 +0.0 +0.0 +6:T �'tb.o '0.0 ++0.0; +0.�� +0.0 +0.0 *0. 0 +6 0 +0. 0: +0�:'o 0 *0. 0 +6"0 OTHERS 2 JOB NUMBER: 09353 DATE: 10-04-2010 DRAWN BY: TN SCALE: =20 DRAWING: PHOTOMETRIC PLAN SHEET NUMBER EP-1 00 c,i C N o "' C'4 " ­"' Cl) _q �2 M 1 00 cast I ' L6:� . �: . C/) -,tus P Wid 12 c LED. LEO fA,G0`rJVX7JV1A LIOA077JIMfil" A ...... KVF2-4OOMR3FI_-SP0l fA zwrwamm I.ViIIIIIIIA101 """KVF2-40OM-SR3FL-SP09-DF-BiS fAC1YWA7JV1A LIOXYWO CAN-227-Ps-Fim-m BetaLED"�' Recessed Luminaires Rffr. Date: D5091D Pro 1"'S FEATURES & SPECIFICATIONS S1 FEATURES & SPECIFICATIONS S2 S Pi 1.E.- 1,dnlJI.nr.ndimlrI_a INTENDO USE -Use a., cink, Im, s­ and anntntra, FEATURES & SPECIFICATION c-, ON Li ON an Asian Li CONSTIRUCTION Direct Burial C' ... 1­ ImImr,I trna,al,nrlon ,. no ­I II IS, 'I I—— tin .... Ito 1­1 In— F---- C) C!, sul_ ar.,nurs'nor, I u H .. .... ont, n,.,. l ,d otoarmth WI to ad 0 ell .rnin I- Iril Znd,intare, .­ m iss, and anstod, Hi,.d C== I, hoa I driffirricand Han andamparldnaill atior aff EM cralwan ra : doo, ft I .... wind, a, mile, an t. -ce Consi­ al,­. oni,imine d pm It,,, I P,,,t,, sainleall ancl hoAhlEnt asset ..... .. Pa­ PSI Ind! ainamilicarl Ath ASTPA-Cl PcistartastaIlim sal rirrimaIii, in,wimInd, dre,fem,natharfi,hi dt.1 I— hardware KVF2 ' I sc lilm anlamid, I nor ­an, that I . Untr­1 III he I n, null 1. 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IG�II.G WD14 U.S. Patent 0574994, 9598100 and atlaor U.S. and international patent$ Psi - LLS Patent D574955 and other U.S. and international patontsaireading 14" Wall Director' EXPECTED LIFE - Minimum €0 , 0 00 hoUnSlo 100,000 IoUrSdepashain upon the ambient EXIFECTED LIFE - Minimum 60 000 hol fir 100 000 hours Tonsuring upon he ambient WM LIGHTNIG revision 9/05/09 'cl temporal g re pf the installaton bcoducruStion LSI vial, afaforepadific g uidance temperatu et the installation location See FS we) site for specific, students Type: Approvals: LEGS -Select hi LEDs. 5000oK color temperature (notice LEOS - Select hi nAI LEDs 50)06K colortempamems, unrup ERI) Job: OPTICS / DISTRIBUTIONS - ultra -Hi Effirema reflections prude custom bean OPTICS i DISTRIBUTIONS - Ultra - High ot(lancYortint: provide cause )earn distribution foroptinal surface illumination Luminale is rates Full Cutoff place p runs for optimal retail urfao.G illumination Laohbanl�of-ED�inaligito�r�ricgo Catalo number: in nd sentiently ad bI 453allowinjoargeselzone lurninaton e, OPTICAL UNIT - Featurin an ultra slim I' inninairse Hcuspagisdieforreard Frabcar set lichtcartridae Position untraire ri-winei L21 I VVE14D3 i 142PLT alurrinirisr valt a g lossal csor tempered g lass tans providin a agair-rainshorat SKI. on I A rat, sin Is blade in sinktoostic timpdUrtandi ensurin call runnin OPTICAL UNIT - Hearm middle luntiraine Ho�,iiiuisdi�-foiii�daluiiii�unT I a­ E­crlol rrl� repunrl dead to I-PI DRIVER HOUSING - Weather -ti aluminum tinverfauctrical encissurs, is Devoted above a )rovidedfvth a clear tempered g lass lens providin RePoRter-Fesistantseel plate: performanceovartheldoof adisture. ell inlep,ncentI Fichli I randpy deck td ensure no water entry and prdvHe "knack -out` entry Poe primary wiring. DRIVER HOUSING - Weather ti aluminum di-voreelctrical endorse is elevated above Pa I of 5 INSTALLATION - Installs in a 12 or 19 dock pan Deck penetration poril 615 drilled caiopydo�l,to�nsur�nQwat.�rontryancpro�iding mcdo out entry far on nary voting Specifications Refl Housing: Or die - c os[, haOl Cad) prov id e. 70° with Rotates a holes simplif installation and water sealing, I H l mof 10 f l holes simpli-vina ins allation aid water serlino from - de 19 .11, concealed ' F comms ern zMrm FT gm� I MISTALLATION - Instal Is I n a -," or 13' Jack Pan Deck sorcerers n consists of 6 d rilled ­Zd�� ansideels can int he her I At 0' ELECTRICAL unive 1pitaps pandi 120-277 VAC (50111510 HE) input. Maxinciant Fixture in ' , th ti- O All LIGHT OUTPUT - Tvto Sidnas .1 optica units are drand 1. Sol d therrin li iscal ligfitl6g h Weight(150HPS) I- db.V hori zontal too To a droseld downward. li faleft cM ELE'CTRICAL-Ungerse voidgerotee-suppotI20i (51 numn Ballast Hid� 1),-p,-, nipper plate syn, it hin 4� ul� 11 REV. DATE COMMENTS requirements loc El. an.a I IS for - m ourning DRIVER - Stalli the-firtimiaerteachnoli desi sdecJnoII�fopLSI LED Ight DRIVER -�Iadh-df the am driver emniclugn, chicindric spenifinallyfir, ILS1 LED light "I Us =9'afloss -,: ticket head ­nes each Scoop hesur,in BY MEN NONE JOB NUMBER: O aaeeawxwaamt souce3 prol jiswripassac system edgency morprowaris 50 watts. Cottriononts nin, girlIng hou sin g D, sura" T� % th ' � , crows J th � Pt= for at �� Light Duo" (Luentrishme) 4957 So marts P rovid mal Than r s eff C om poll Are Ju a andused 1 n -9 atc r ' ay List Ocartaturt [L....) 3000 are Full eni in petting to r mucont re rings ones Drver conalieswith I El and FCC 'Jt . all h-, Run! tnum Ydbft G2.2 postin lot moisture resistance Driversomplies, %wito IEC and FCC standards. ww� 40 stardards accodroplishedwith efidumon Lens Fmme: 0n­d,o, .11. inable J C u) Lurreathat per Wall ( Effl=L y) 79 OPERATING T EIMPERAT U RE - -40'C 1. 50'C (4 D`F 1. .1 22'F) Lourn 9 ne per VM 4 LIM anage-lif 75 C P E RAT I NG TEMPERAT - -10 °C to I 5C'0 I- 10'T to I - 22'R hinges data ass steel pen T sh I quaver turn lartcerrers secure lens frame 69 P I It 18 N - Starl valo is wh its pti o r coat f inish . �a, h Is arcs s fin I. hod with FS Is reasidell b a one and ,G:camzbdSiIcc­ "13.1carAdsournecan FINISH - Standard color is Abas powdersaidtfirrish. Each fixture isfinishadd with LSI E, - 7 ; ;z : _ to reflector heusig [h "pof,ester L31'sCurraGnplinisherswithsaacid Color Accuracy 69 ELTaGrip" polves or powder coal finish process ISI's Dri finishes withstand hEpemoun frame avitli a islicamaho Duri S km Lens is clear f:al e/sn' thick Inal uses pa salremewrlbarchol without crackin pr and come with a5 - retainer clips. For UP models, US In with fa�e ficn­dpasr Han and g ua ra ntee . exiGniasneethel Glarasswi hout.icoo,intigni peorgatcouniewitfieleyesi is aili-ri .Id. Ch, and, Type 11, 111, and V RReflector Reflector spe, "s ". rigiall mulicandene" A ' - " - Linarted 5-yed, WARRANTY warrantyWARRANTY - I I iii I I � v,,r en I ... I) anceduated VVitfifin a dis-east allareette that djdtac th l b PHOTIONIETRIll -A a as avanihadlis upon re Contact LSI Petholesurear z ian g; hir i Aa r adm ir sediscurer hase, I ar, poll Lighting or histrablissr race mori I islot shries. cam P H 0 TO M FT A ITS - Arm Garn 0 F leen life are Ti I but I or IT red ses t Cc n tact 191 Petrinfloi m factor a D 'g "I's to the bafflase P9,1dirmarns, a interahar EM Lighting or yetircleum appuselsitimbaele' -Ohn 1 4"1 A­j'addle th- li on A -U Tel mosse "ems, LISTI N G - ETIL I listed to U S in d Canadian scral standards So table for Net bratior a- Wall Groner Refleactor Module. se a mpaK Terminated tratc, -I nour uR­ LISTING - - Lusted to J S and Canadian saffer SLItholoporaot location 'I I rich atta ches 'o He i 4s4Z To, a se !r - conta mod w I hin al lo u ver vans, run para:[PI to le a., th I'l "al oil Id lot, re. All S-koar, one Zil, feen e, and S I I P ' h ­r '"' mall 1 1%`= cardi.cUld-,latoduflOo. All modules and.iropt- eh',Zitt rr P LO— R. anacillanestimanallealusa.-­_ Ann, andsmall romatin me It Urinal Vat-Alindn'tall-rds Spot Reflecial Module Sp­lar A:mks I p,, ponrab,ca a ri closeted TO, Ll l a self.'romanor recodule 'hu'l, strewhIc, a ""o" 77., Q. IP67 U m U Ing suesol, 1. da ocasions re LIE " in and spill rcA w h r rell 1'e'fil For i pro t h S, buil ins il l ie, 1: P Boll circle mating base called] elikes. AL mold.:v­ archor ithl, de, plu ficar mal or, th, Fish al - n EInectrical Components: Fm d e the I IT pil, Mountin Plate ar 1. IT Ban ." FYI -" e To n111mr,11 I m.,, .,,.i,n andanal. Imman. i :I ILI c r Ili j all rituatem, . I r the Color, on of Lie go'; Cpa E� nn a1 r,ostarl lo aoeuacd� chaps direct the facto facto praladired , q -I -s m o un ted nation adsorb 00. & IP67 Add to derep"Iture,, ere -40 °F fpI 'ara and -20'F for PI arep, modes. s 1. firland Ins Tposserbefleireaussiminddri r� nolobeiMpManto anders a- snotart c,r ainit standard 4! J-hox �b clatlZrs) 09353 DATE: 10-04-2010 D 1Vke. caurna I­ dooduclas 1 y j v rdd � % ��I d cnd p n 'm To s U..,,, d read - matilkhadiftenglarl lampoodirbals,roarrestormod'al" A dadh_ 4 See unction I ­­a ,a­ Gf,,dT, ­ ,,,in be-­­1 or, IUUm1 .. V sort in, di [I Ins, p�ddr,,aodpf, 'usecal- ti b am. alsothentroustbeapplassall(E derso j Fl an g e an win . inumitin pIpPDVd mmou=tfrIl Saire, a dr junction ]]ox. . lin'sn"C"ho lu IGIC 11� hoes" pd T I ;F eu l 2,5,5- 1 Dens RAWN BY: TN SCALE: NONE DRAWING: PHOTOMETRIC CUt SHEETS SHEET NUMBER. LIGHT OUTPU drikkiness, a,; tied aver I .,. rool -encers. a ing 00 hour s, t ce rea T LIGHT OUTPUT 'U' !I tandard cc B lack, Dark B Li Da Stealth Pill COU'll LPmmaixalvneq 6p'.��,Lrnamra Si lver , ' or Be Custom Avalladdle. 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R1 .1 STOP SIGN, CIA 115-1 "DO NOT ENTER" SIGN �2 C T CHASE is, FIR POED ACCESSIBLE PROR NI p PROPOSED PA KING SIGN G` RAMP S 04 FINANCIAL INSTITUTION FD4.INDEX 30 ACCESS LE PROP. 25 LF "PHINI- fl F7// THERMOPLASTIC P AISLE b ( 4,312 S.F. 6" DOUBLE YELLOW EX & . T 2'CURB 0 GUTTER ENiRP 51 0° F.F.E = 23.50 ( N.G.V.D. ) PROP. 24" WHITE PRO EXIST. P THERMOPLASTIC FTP-26 & F STOP BAR ACCESSIBLE PROP. LIGHT POLE PARKING R5.1 "DO NOT EXIST. ENTER" SIGN SIGN PROP. PROP. 24" WHITE EX 27 pSPH —DETECTABLE THERMOPLASTIC CURB IST. SURFACE STOP BAR 1-1 PROP. Rl -1 PROP. 'STOP'SIGN EXIST Si, �q HAND EXIST. PROP. DETECTABLE 30 "x30" ASPHALT EXIST. TCURB SURFACE PAVEMENT HOLE N8756WE 89,97' GUTTER PROP. 12" WHITE THERMOPLASTIC PROP. EXIST. EXIST. DETECTABLE EXIST. EXIST EXIST EXIST WALL LIGHTPOLE� HAND HOLE SURFACE LIG71ITPOL�E HAND HOLE SIGN TO REMAIN EXIST. 4'WALK \—EXIST. SIGN EXIST. ,'—CURB EXIST. ASPHALT EXIST. ASPHALT PAVEMENT PAVEMENT OUTPARCEL •3 FLOOR ELEVATION-22.40r NGND IDA PARKING SIGN TRUNCATED DOMES F - (SEE DETAIL) (SEE DETAIL [ —ADA RAIUP& LANDING SIDEINALK (SEE DETAIL) (SEE DETA WHEEL STOP — (SEE DETAIL) ACCESSIBLE PARKING SPACES AND 5 111, ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:90— 12 %) IN ALL DIRECTIONS X4.6.3) 12' MIN. P AVEMENT LOGO PEP, FDOT INDEX No 17346. SIZE 3 OR 5 FEET IN HEICHT AND WHITE IN COLOR WHITE PER FDOT__ / INDEX NO. 17346 BLUE STRIPES PER (4.6.4) AND I OR [316.1955] (4m) IL1111 LEGEND (4.6.3 FLORIDA ACCESSIBILITY 4 4. [316.1955] FLORIDA STATUES ACCESSIBLE PARKING SPACE - ADA COMF SCALE: NONE ITP. PER FDOT INDEX NO. 17355 ( 4.6.4 ) P A RKING BY DISABLED PERMIT FTP55 PER FDOT ONLY INDEX NO. 17355 M INIMUM I INI. UM FINE S 250.00 NOTES 1. HANDICAPPED SIGN WILL BE OF A D.O.T. ( BLUE L COIFOR PAVEMENT BORDER LINES ( ONE ON EACH SIDE) OF THE HANDICAPPED SPACE WILL BE OF A BLUE COLOR OF A QUALITY EO' IVALENT TO SUPER STRIPE TRAFFIC PAINT FINISHED GRADE SOLD By FOX VALLEY SYSTEMS INC. OF CAR`/ ILLINOIS, PHONE 1_800,323477n SHALL BE STRIPED ON THE WEARING SURFACE OF EACH SPACE DESIGNED FOR THE HANDICAPPED SPACE. ACCESSIBLE PARKING SIGN SCALE: NONE P4 z 0 h h-H5, 0 S z c Z z REVISIONS: REV: DATE: COMMENT: BY. 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJ No.: F090101 DRAWN BY: CAD CHE CKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-PMS PROJECT: US I & VILLAGE LOCATION , FOR — BDG ARCHITECTS CHASE 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 BohlerEn EDWARD M. McDONALD PROFESSIONAL ENGTNEER Januar 17, 201 FLORIDA LICENSE No. 11615 FLORIDA BUSINESS C ERT. OF AUTH. No. 27528 SHEET TITLE: PAVEMENT MARKIN AND SIGNAGE PLAN SHEET NUMBER: C -11 AYVX 1: - c°Y:�::;_'. :::::•:: e I BLDG AREA I -' `•.i , _ " YNf \'I slTeu.arascnr` -lanv - -� _'� 1...'.ii"+�•:'.'. ,r x. - .. h' ±'.a.'. `''.'.'.: ... .'-- €.'• -�- 1 :fllltl.l'(SV4:Ntl'I' N YI.A. 18183 SF f - _ - :-- -`-.;J .�:•::_:.�: "22,22. -:.:. -»;:.:=:_l 1:::.'...�:: _ -:1F - \. ' 1 1 € ca3cLLaxo.suairo; T AC sQ r00T EIDST. FIN. FLOOR EL .24.40 1Ge ^ ^1)P S'ITr. I BLDG HEIGHT 30' 1 •'.::$ {. -,S f'''S. ~..'- -: ':' - .. .. �?Tp! i '.-'� .:.. 4'. 1 ,•`. ( :�''.; ..: _Y. ~ :T-1 �: 1 { 7 I!t 4.' � NMI , - .tea k - .: ''._:�':• :: ... �. - - ® -- ° :I (:. ':' .:. t i \ WWI SITE EAT .a 2058 . 91 134 I04^ BUIDINEAREA 501 ne 4. ; GIUhNaxea 39 r, 1) 15 1) 19 OW, [ i ce_ ~ T g®r i 11 D7tlYl C�ltYTr . .- - -.I.. ...;__.----- --? 1 I I 1 1 €€ ! T STEEWAuc AREA 1).n 'Ia 3.554 X 3 - L CL. r .... �..� = ' ..:o....... � ,n. - '_73_x. L ,1 F'_�_iJ -- STR t _.. = - - - ._ . ._.. _. __ ,.,.. _. _. - tJ - a.........., � O tv xcss - •�l 1 E t 1 \t TOTALS 20.57 891.334 100 ^^ • - _ T I 476' Y.4fiIW'G I 1� -1 - - -- _ _-__ -- _.. - -_ -_- _2_2_22...__ _ -__ -_r -- j � A` � 1 1) 1\ !� t \! CREfEARLIATiv. ^ ! d BLDG AREA 73,708 SF `t t\ RKMG R sT R EXISTING INLINE RETAIL - BLDG'A' t � rAmcmo nEQUmco.aT l�ISSr' 1 STORY CONCRETE BLOCK CONSTRUCTION I 1 Qt � t `. EXIST. FIN. FLOOR ELEV.25.d0 E T 1 I I I ! _ ♦! -! 1 SETBACKS C-2 ZONING DISTRICT REQUIRED EXISTING BLDG HEIGHT Sd' i 1 1 { '`t SS !�'' 1 �1 SID 2NoRTx1 to OR-12 ) 23 65 s3DU rvoRTx 1�2 ry 1-0 a s3D&soLTxmt- f:sof:Tx, 21) 40 RRAR(M -I s.In &(:2v - 112) 10 80 EICxT WAIAX 17'1 �' € 11) L -- -. E i� 3 € € €€ \' € ti NOTE. 37 _ i * - { 1 { ` \ DATA SUMMARY TABLE RE- ENTERED FOR CLARITY AND OUTPARCELS OUTLINED ON APPROVED PLAN BYCAMERO t ASSOCIATES DATED 1111812004, PER REQUEST OF VILLAGE OFTEQUESTAON 0111212011. y €� 1 y 7 >` i 6 i E L/ I t %i- I i LI { ! t - `� °` ✓° E! 1 ! 1 ! \ t \ E 1 , /et A � L r S + P � L � A .' T +x� OF ' � � • • LLLAGE O ! ECW ES TA A 1 ( �.Ld 3 - i - - - LL - I { i E%IST. F . FLOOR ELEV. 22.40 € 4 a .. l E €€ \E 'VACANT PARCEL � �;� � 1 i I _ 1 ` eiacRarwooKS�arzY� i � — ? E EXISTING �. - -� ; ------ r ---- - - - --s y� i' t n UTPARCEL 4 2m SF t ! - i C ep L: �' J. l terotl6arareeaxra LI ! i r AREA �r % 3540SFii i° a t1w t t MrAWM W'NB�TER I I HEIGHT 1 AMA - W V ui �� ! / J lss 1 i I on ^ t t ' I •- ! � _ - 7 €, r I ! I Y I I I I { - ! t 1 1 k 3 A7' _ �..✓' .� •••' `:" �- uPh 1- r -- i 1.- d 11 M -L L i -LI .3 t_�.L �Ji I_I -�_i� SUE PLAN _ - — -- -- " - -- - -- OV ERALLRKSTER PLAN K f�%- F WWK r r GB BOUT Etri tt13 -- _ _ - saw AV mu 1, f "'��� __ ---- 'T'EQUESTA3ERRACE AJA. rraf�cu . L Cs[ IJAOUSE COVL - — - I. JEJDES `- `1'1=`C2lfE �Z_ s— % � — i - PL Bt)C) �A�a�S'�s 13 & 1 y � � PIA BOOK 85, PAGE' 2,2 -24 CATHOLIC CHURCH FLAT SOOt4 96 PAC4ES S9 & AnacHl i CTL�EJPI aNhi4hlc 9( -- r, t , • ,I i - I s e I ' - {N Pl s„n_��; rz; _ .,.r, ?at � �.�� �, un_ .z a n .�... II • _ r' ` r � 1 • • • • • • • II 9 A A' � y�� y� y py • •' • 111 •• 1 '•'1 • R ADIUS RE IN COMPACWOR y�+ T �•� ;_ "'4i/r 1.,,,� *.�6 r,,d iid '!:� '� • • ' 1 BOOK 6098 1005 • RECORDS • COUNTY THENCE NORTH 89'43'47" WEST ON SAID NORTH LINE 289.22 FEET THENCE NORTH 17'17'07" WEST 250.00 - FEET THENCE NORTH 89'43'47" WEST 125.00 FEET; THENCE SOUTH 1717 EAST 250.00 FEET TO THE INTERSECTION WITH THE NORTH LINE OF SAID EASEMENT THENCE NORTH 89*43'47 WEST ON sAlu NORTH REVISED PER DFCC LINE 83.91 FEET TO THE SOUTHWEST CORNER OF ALS PLAT OF VILLAGE OF TEQUESTA, AS RECORDED IN STAFF COMMENTS �. r }i: C'"a'dc'�`y,.„,- - /��, •v - of �`gs{ ,.` - • RECORDS : • • 23 070, • ' 1 REC O - a . 111 .. .. 1 ea a EXISTING INLINE RETAIL I 1 v � vaaa • 1 ~ 1 1 1 • • COUNTY ,. 8 baC E tFld M • ^ 1 0KA � 1 7 SF ea a SANDPOINTE BAY EXIST. FIN. FLOOR ELEV. 24,40 CONDOMITITIUM PROPOSED NMI r's AC vaaa TOLAL SITE ( LESS RONY ® vaaa ® SQFOOTAGE vaaa CALCULATION ®® vaaa TPA EXISTING OF I RCELS ® ®® vaaa PROP OUTPARCEL CHASE "TOTAL GROSS S FOOTAGE � TOTAL LOT COVERAGE 14RERVIOUS SURFACES' CAD I.D. F0901 01-PROP-OVERALL-SITE EXISTING A ®® eaas JUPITER ; LINE RETAIL (PLAT ■ — - BO OK 23, PAGE TIME = a � G - o 11, - •, � r ! .. SITE DATA SUMMARY "PREVIOL SLY APPROVED SITE PLAN w=z LEGAL DESCRIPTION: nc sQ FOOTAGE A PARCEL OF LAND LYING IN GOVERNMENT LOTS 1 AND 2, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: W �w a E a z J P 20.58 W o 0* U BEGIN AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 1; THENCE NORTH 00 °12'12" WEST ON THE WEST LINE OF SAID GOVERNMENT LOT 1 FOR 450.00 FEET TO THE INTERSECTION WITH A LINE LYING 450.00 z o m j o w ����u- o FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 1; THENCE SOUTH 89 °57'08" EAST ON SAID PARALLEL LINE 791.96 FEET TO THE INTERSECTION WITH A LINE 17.00 FE ET IH mo WESTERLY OF AND PARALLEL WITH THE WESTERLY RIGHT -OF -WAY LINE OF US HIGHWAY 1 (STATE ROAD 10.93 0.73 zm NO.5), AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION, RIGHT OF WAY MAP, SECTION 93040 -2503; THENCE SOUTH 17 °17'07" EAST ON SAID PARALLEL LINE 87.87 FEET; THENCE NORTH 73 1711" EAST 17.00 FEET TO THE INTERSECTION WITH THE AFOREMENTIONED WESTERLY RIGHT -OF -WAY LINE AS z W p z a w �o w z SHOWN ON SAID RIGHT OF WAY MAP; THENCE SOUTH 17 °17'07" EAST ON SAID RIGHT -OF -WAY LINE 863.70 z 0 z ° z FEET; THENCE SOUTH 27 °42'53" WEST 35.35 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF VILLAGE _ > w Pl s„n_��; rz; _ .,.r, ?at � �.�� �, un_ .z a n .�... II • _ r' ` r � 1 • • • • • • • II 9 A A' � y�� y� y py • •' • 111 •• 1 '•'1 • R ADIUS RE IN COMPACWOR y�+ T �•� ;_ "'4i/r 1.,,,� *.�6 r,,d iid '!:� '� • • ' 1 BOOK 6098 1005 • RECORDS • COUNTY THENCE NORTH 89'43'47" WEST ON SAID NORTH LINE 289.22 FEET THENCE NORTH 17'17'07" WEST 250.00 - FEET THENCE NORTH 89'43'47" WEST 125.00 FEET; THENCE SOUTH 1717 EAST 250.00 FEET TO THE INTERSECTION WITH THE NORTH LINE OF SAID EASEMENT THENCE NORTH 89*43'47 WEST ON sAlu NORTH REVISED PER DFCC LINE 83.91 FEET TO THE SOUTHWEST CORNER OF ALS PLAT OF VILLAGE OF TEQUESTA, AS RECORDED IN STAFF COMMENTS �. r }i: C'"a'dc'�`y,.„,- - /��, •v - of �`gs{ ,.` - • RECORDS : • • 23 070, • ' 1 REC O - a . 111 .. .. 1 ea a EXISTING INLINE RETAIL I 1 v � vaaa • 1 ~ 1 1 1 • • COUNTY ,. 8 baC E tFld M • ^ 1 0KA � 1 7 SF ea a SANDPOINTE BAY EXIST. FIN. FLOOR ELEV. 24,40 CONDOMITITIUM PROPOSED NMI r's AC vaaa TOLAL SITE ( LESS RONY ® vaaa ® SQFOOTAGE vaaa CALCULATION ®® vaaa TPA EXISTING OF I RCELS ® ®® vaaa PROP OUTPARCEL CHASE "TOTAL GROSS S FOOTAGE � TOTAL LOT COVERAGE 14RERVIOUS SURFACES' CAD I.D. F0901 01-PROP-OVERALL-SITE EXISTING A ®® eaas JUPITER ; LINE RETAIL (PLAT ■ — - BO OK 23, PAGE TIME = a � G - o 11, - •, � r ! .. SITE DATA SUMMARY "PREVIOL SLY APPROVED SITE PLAN US I & VILLAGE CALCULATIONS 4/27/95 nc sQ FOOTAGE %oE SITE LOCATION FOR SITE DATA 20.58 896,334 100% BDG BUILDING AREA GREEN AREA 5,01 3.91 218,335 170,159 24.35% 19.00% ARCHITECTS PAVED AREN SIDESVALK AREA 10.93 0.73 476,013 31.827 53.10% 3.55% //�� C _ ❑ u -IAS E ' :REEN AREA AT 18.3% 'ARKFQG REQUIRED AT 1/175 SF" BOHLER E N GI N E E RI N G SETBACKS -C -2 ZONING DISTRICT REQUIRED EXISTING FRONT IRS S- 1 /2 &CC N -112) 25 65 RADICE III STDF NORTH (C-2 NORTH) 10 170 1000 CORPORATE DRIVE, SUITE 250 STDF: SOUTH(M -U SOUTH) 20 40 FORT LAUDERDALE, FL 33334 REAR Of -U S -1/2 & C -2 N -1/2 PH: (954) 202 -7000 10 80 FX: (954) 202 -7070 HEIGHT 70' IL" 37-8" wv<^N.BohlerEngin eering.com EDWARD M, McDONALD PROFESSIONAL ENGINEER January 17, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 — SH E ET TITL E. �' 1 t ♦? �. I__ I _ -_ L_ - ( _ I_ .I- 1 ... _ _ _ ` _ ._ - . -.�^- ^, ✓'-' . >.P i%' MOTE: DATA SUMMARY TABLE RE- ENTERED FOR CLARITY AND OUTPARCELS OUTLINED ON APPROVED PLAN BY CAN ERO -ASSOCIATES DATED PROPOSED 711182004, PER REQUEST OF VILLAGE OF TEQUESTA ON 011122[011. '11 !� OVERALL 0 IV � t SITE PLAN lL1ACTsSOiTGEVAR7l ="�' "'�' snu€ rrr airr r° ao•-o' MARC A L& _.... _ _ - _ _ _ w._.._ �___ -� ~♦ - "•.r'c°' _!"`� _ F, TA TE1'iRA.C� IU�NER. SHEET NUMBER: LIG [ HpUSrr COVE TM ST- T[ID S PEC2UF ' 4 e T PLA r BOOK 93, PAGES 13 & 14 AR 0 COW416 C 1 ' P B C�(� $6. PAG E: 22-24 CAT FIGLIC CIiIUR.GH PI_.R "1' Li00I4 96, PA(rE.S By E �0 � A1�HI'F�G'RI�7P�APl4 � 1 3 A i^ ! I BLDG AREA 18,183 SF EAST. FIN. FLOOR ELEV. 24.40 , - i .� �. :. '. .-i �„ .~ � t 1 :�^'..y., J ' - : _ -� ��'' { { i { t t I 1 - - i :{:�f:•: �..:.°.. - .•., 1. - \ t _ i 1 t I_ . I j BLDG HEIGHT 30' alebwasre !j v:wj ' i t •� . -_�- ' + __ ^ i �' � 't c 0° �"���- I _ _-- - -' -- -- - - - ---I � i i � ��'-•'•=� , t ` �'t It t t t B — - roscaioscsx�u c it t i1 { t- - - -- _ L --- ---- - _ - - - - -- ------ - - -- <V' t �F EXISTING INLINE RETAIL - BLDG'A' - Z t BLDG AREA 73,708 SF l 1- 1 STORY �L.. CONSTRUCTION '� � _ �. ee �' t � .� � •,, `i, \--. \t ii � EAST. FIN. FLOOR ELEV. 25.40 ( t BLDG HEIGHT 34' ' . «• ...-R _.^'7, . 1! _L...,_ i _ _ 1 "_✓ it t �� \Cai t $ I..._ {— .I � _-'T .'�!�?� 8 1t1 tt 1t It1 tto; 1u LL =r .�� t.l a o - 101 11 I'1 t_ r ,, 1 1 ALS PLAT OF �g 1 _, t t t i I t - '( i \ t ii 1 1 , 13.LAGFE OF TE 1 ESTA l ' e t t (�— — I t t r EpBT.F . rlOOR ELEV. 22.40 rurxDmro�.re, Q \ EXC.�.. 1 Fes' { t t 7 ; J 1 - I I t A/����p/��A 11 I _ I EXISTING at ii V llVllltl 1 CU TPA (Y1F'TMLaL �!¢ . { I I E)QNI.fM M 00Rfi8V ]fa0 1 t -- - 1-- rT-- - - - - ______ ;�- I I I c - ; ; i,QUTPARCEL #1u 4 1 wAtyNiEmEmxw { 1 i j 1 15 ^�^ `PLDG AREA�Ir , \ ! 1 - I C 3 540 SF d �. s° 1� - t i P 191A�61�E ( I � �._ -� I < ' !L GHEIGHT25' � �...� !� � 1V.yi�°�uz3'^�� \t t, ��� c t a 1 ow. oLe patER I IL -I j ; u 1 I 1 $ I 11 ; 014J' ON I elf 3A C - - --! t rte,. j — __-' '. i �JL1J_����1 1 € ---- OVERALL STER MAPLAIV ^ R'-mo'�� �~ -�- °f I IN PLA io 0 s -- -- - - ° TE2 `TERRACE L G ttOUS> Cove sr. JUMS "-` —`" 3E ' `� .� PLAT BOOK 93, PAGES 13 & 14 PLA`F BOOK 85, PAGE 22 -24 CATROLIC' CHURCH PLAT' BOOK , PACES 59&60 __- 8 z �' �z Q5 i W ~ LL mow o a o z •���• F LL a W 0 0 �3 zoa W 0* po z :::::: 0 z a W � a�W� z z U z y a z h W u 0 0 � d � a U REVISIONS: REV: DATE: COMMENT: BY, 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY CAD CHECKED BY JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- EXIST - PARKING - EXHIBIT PROJECT: US 1 & VILLAGE LOCATION FOR BD G ARCHITECTS CHASE ! i 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER LL< E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202 -7000 FX:(954)202 -7070 —. BohlerEngin eeringxom N x EDWARD M, MCDONALD Ws PROFESSIONAL. ENGINEER January 17, 2011 — FLORIDA LICENSE No. 71615 = Q LL FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SH EET TITLE: EXISTING PARKING EXHIBIT SHEET NUMBER: EX -1 M � W W Z Y Q a Z cn W 7 7 = crmJ \ � I ! i \ -- i 90 , t CR40PT I _ - -- E -'- -- - --- I i i �..i.- \ 'e\ . � } i F---i- •{ ` r-- .— ,..... � .J:: ;..•�.: c it i t +4 TIC � r �; _ -_ �s iI -- °�` t F I 1 ! j M - Q `! 1 EXISTING INLINE RETAIL - BLDG'A' BLDG AREA 73,708 SF Ilk STORY O _ SL. C�►�IdSTRIJ�'�1+C�C�1 1 Z L - - 'Z EAST. FIN. FLOOR ELEV. 25.40 �J_, 1 ^�1I ` ( t BLDG HEIGHT 34' 1! .L...,_ 1.1 - .. I..._ t i I - I � }7- ' I� i sit / tt \\ t `'11 ' m t \ 5 4i _ 1 ,.."_"✓ - >\ �t t �� \Cad �� .I -- T ' n °i P -- Ott \ t t \ t t 1 \ tot i tl l 4! I I JL , 't 31 `� i k 1. I ( ! ALS PLAT OF � c , , t 101 L 11� I t UIES A t l ( t (t tLLAGE OF TE E)QST.F . rcoORELEV.22.40 i \ � � �.�.. ; 1 { t t 7 J 1 - t EXISTING CAW OMPA { I I � 31,= � - I T T ,1 Twxwnee.w I j i _ . +QUTPARCEL #1� L �. �_ { - - -. - 1�. li� } t. _... _�jj 1- LDGARi j I - ! I 3 540 SF d . �1 \ I t t �J I I �- j j< �` GHEIGxT 25' ,V !� U ell 534 t 1 \ \ � t a \ DlrPBtER I [ I ! ea ANA i9. 1t i its 1 - A L i }may t V I I I f` t[y -to t 1 I I 1 _- `, J -- ©o14J' rte,. A1LIJ I _�� 1� 11 11 - - -- __- - - -- - -_ _ OVERALL MASTERPLAN__ _ -_ -. R � �~ -�- °f SrTE PLAIN GE BOULEVARD TEQUESTA `TERRACE L G ttOUS> Cove sr. runs TV`s' PLAT BOOK 93, PAGES 13 & 14 PLAT BOOK 85, PAGE 22 -24 CATROLIC' CHURCH PLAT' SOOK PACES 54 & 5�__ 8 z �' �z Q5 i W ~ LL mow o a o z •���• F LL a � W 0 0 �3 zo 0 * a W po z :::::: 0 z a d F B W � a�W� z z U z y a z �W W u 0 0 � d � a U REVISIONS: REV: DATE: COMMENT: BY, 1 11/1 fi /10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY CAD CHECKED BY JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- PROP - PARKING - EXHIBIT PROJECT: US I & VILLAGE LOCATION FOR BD G ARCHITECTS CHASE ! i 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER LL< E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202 -7000 FX: (954) 202-7070 wvwv. BohlerEngin eering.com ti x EDWARD M, MCDONALD Ws PROFESSIONAL. ENGINEER January 17, 2011 FLORIDA LICENSE No. 71615 = Q LL FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEETTITLE: PROPOSED PARKING EXHIBIT SHEET NUMBER: EX -2 W 2 LU Z Y Q 0 cn a. CCIDE CC1 IFLIANCE EXIeTING; TREE LIeT 51-�C, - I:T�TER PLANTING STRIP REOUIRED SYM TREE TYPE DESCRIPTION A 0 , ca �0 .6 p aean � P�=. Int B P 10' strip re C 0"-" Z, 0' strip provided D 0— palm 20 In, c E 0— palm 20' ht, 101, cal' 4cl properties S' strip re r Live oak 16' Int. . 4' pr �, 2 ca l., poor 5 . strip provided G 20' ht, 10 I 24" min. Int. hed re :�,,Z palm 11 " 14'ht., 12" cal. 24" min. ht. hed provided 5ab al 16: ht.. cal. P , - :� a 2 , 5EC. 15-391 GROUDCOVER 4 TREES IN PLANTING STRIPS K Saba I palm 2 ht., 0' ht. , 12 ca " cal. Ioar,p� 30 L L oa �4: ht x 0 spr,, 3" cal. , palm. I tree /max, 50%) M L�v ' o a l, 8 ht. x 8' � 2 " cal. 639 / 3 22 tree. re N Bra. Han pepper �0' ht. x 20 pr. 23 trees provided 1-1 al, 1 4 : Int, x � x 2 Pr r� : IE 4 6 v: ' 6 4 Int 4 ca l. �C. 18-400 INTERIOR LANDSCAPING OF PAW P Llv o ING AREAS a Queen 20' ht, 12" P a. Terminal islands re - R 0— Ro.�mm 2 0' ht, 10" m x 20' ter ["I folancli, re 6 0 P — palm 22' ht., 1211 cal' x 2 0' terminal I slands provided T 0— Z in m 20' ht, 10" cal' b. , Intermediate islands re For ever 0 U 0— P a 24' ht., 10" cal. tree is re in each of the [.land. • V Cp—.n pa�m 26' ht. 12 a 9 trees re W Queen pal IS ht., 0. ca l. 9 trees provided X Queen pa lm 20' ht 12 . ca 1. T I palm 25' ht., 18" cal. TOTAL TREES REQUIRED 31 z Glau ca-la 12' ht. x 12' pr, 5-- cal. Trees provided 23 AA pa 25' ht., I6" cal. I g roup of 3 p -l - I AB . ca..'a 12' Int. x 12 pr, 5-- cal. Trees relocated AC Ro P alm 25' Int. 18" c 1. 3 g roups of 3 palm. exist 3 AD Live oak 29) . ht. 6 x 18- Tree. exist 4 Air Live oak 2 0- Int. x I&- F 5 , cz� EXIST, TREES PROVIDED, EXT, OR RELOC. 31 Air Live ca 20: ht. x ,2 !8' pr., 5" cal. AG 5a 20 h a b4 a � pa TOTAL 51-1R.156/1-1EDGE PROVIDED = 229 AN S P a 20 ht. 12': c TOTAL 55,GROUNDCOVER/MAS5 PLANTS = IOW A[ Saba[ pa 22' ht., 12 cal, AJ Saba[ pa 18' ht., 121, ca A K 5 , a I palm 18' ht., 121 ca A L Sa bel , 16' Int., 12 cal. I AM Saba[ pa lm 16' ht., 12 "1. 1 AN 20' ht, 10" cal. AO palm 18' ht., 12 ca l. AP I-= oa 20' Int. x 16' . 3" cal. A0 L v. ak o IS: : pr �: 4 AR East P tka hcIIV �8� ht. x P ala tka 6 Int. x 11 o r 4 co I AS Live oak 16' ht. x 12' pr., 5" ca 1. 1 AT E ast P a la tka � �6: ht� x x � 2 2: : p' �, 4 c a AU East P alatka ho 11 6 ht or, 4 a V A East P alatka holl �6: ht. x12: : pr �, 4 ca LEGEND A W L� c6 ht 8 , ht. x 8 o r, 4 a AX L . .6k IS: Int x , x 4 r 4 ca l. I 4 1 :, �: 4 Ay Live .6k o r a EXISTING TREES ro BE REMOVED Az Live oak 18' x 10. so . r., 3" "1. 1 EXISTING TREES TO BE RELOCATED CZ U tree 10' ht. x 10' spr., mu DA L� L tree t � r multi re p u v: in' m t x r multi remov DB L g u um 0: h ht� x 0 P r�: m ,*I NEW LOCATION Or RELOCATED TREES These existin trees to be relocated on shoppin center as possible O In locations as determined b Landscape Architect 4 Owner. • PROPOSED PALMS TOTALS: Trees existin to -ma I": 13 palms /3 = 433 PROPOSED TREES Tree. = 4 Total = 833 existin to remain Trees to be relocated: 3 palm. /3 = I Tree. - 6 Total • I tree. to be relocated Trees to be relocated on shcovinci center as determined 13 P a 'm,/3 m 3 Tree. = -j Total = 12 trees relocated, location determined Trees to be removed, 13 palms/3 = 433 Trees = I Total = 11.33 trees to be removed FROFOSEID FLANT LIST project= C h ax a ea- b cleLve bocker landscape architecture/plannin inc. 601 n. con ave.. suite 105-a delra beach. Florida 33445 561-276 -6311 #LA0000qqq Sheet title-: p lantin g plan pro number= 7010 date 10-z1 -10 sr-inle-: 1, = 20' dr-z!ivvn b J ae a 1-4-11 easement revision & 1-14-11 © 1-15-11 P ., --nb. A NORTH 1 of 3 sheets I 2 LEGEND EX15TING TREE LIST EXISTING TREES TO BE REMOVED - 1 / + \ I EXISTING TREES TO REMAIN _ SYM TREE TYPE DESCRIPTION STATUS A Queen palm 22' hL, 10" cal. remain B Queen palm 22' hL, 10 cal. remain C Queen palm 21" ht., 10" cal. remain D Queen palm 20' hl., 10 cal. remain E Quesm palm 20' hl., 10" cal. remain 1 / • \ \ I EXISTING PALMS TO REMAIN EXISTING TREES TO BE RELOCATED F Live oak I6' ht. x 4' .pr , ., 2" ca 1 poor remove G Sabal palm 20' hl., 10" remain cal. H Sabel palm 14 hl., 12" cal. remain I SabaI palm 16' ht., 12" cal. rem ain J Sabel palm ,8' ht., 12" cal. remain K Saba, palm 20' ht., 12" cal. remain * \ I NEW LOCATION OF RELOCATED TREES i L Live oak 14' ht. x 10' spr., 3" ca,. remain M Live oak 18' ht. x 18' spr., 2" cal. remain N Bra.1I Ian pepper 10' ht. x 20' spr. remove project = • PROPOSED PALMS O O Llve oak 14' h!. x 12' epr., 4" cal. remain P Llve oak 2 h!. x 12' epr., 4" cal. remain Q Queen palm 20' 12" cal. remove r+ h st a ca �r Q O PROP05ED TREES 20 hl hl., R Queer palm ' ., 10" cal. remove S Queen palm 22' Int., 12" cal. remove T Queen een palm 20' hl., ,0" ca,. remove U Qu pa lm 24' hl., 10" cal. remove v queen pa Im 26' ht., 12" ca I. remove W queen palm ,8' ht., 10" cal. remove X Queen palm 20' ht.. 12" cal. remove Y Royal palm 25' ht., ,8" cal. relocate Z Glaucous cassia 12' ht. x 12' .pr., 5" cal. remove AA Royal palm 25' hl., I6" cal. relocate AB Glaucous Cassia 12' h!. x 12' spr., 5" cal. remove �r-1 n t O CL U e- S t H Fof ids AS Royal palm 25' hl., 18" cal. relocate AD I-= oak 20' h!. x 18' spr., 5" cal. relocate AE Llve oak 20' h!. x 18' .pr., 5" cal. relocate AF Live oak 20' h!. x ,8' .pr., 5" cal. relocate AG Sabal palm 20' hl., 12" cal. r c eloate* AH Sabel palm 20' hl., 12" cal. relocate* AI Saba I palm 22' ht., 12" ca,. re,oca le* AJ Sabel palm 18' ht.,,2 cal. relocate* AK SabaI palm 18' ht.. 12" cal. relocate* AL SabaI palm 16' h6.,,2 ca,. relocate* AM Sabel palm 16' hL, 12" ca,. relocate* cle bodker AN SabaI palm 20' ht., 10" cal. relocate* AO Sabel palm IS' ht., 12" cal. relocate* AP Llve oak 20' h!. x I6' pr, 3" cal. relocate AQ Llve oak IS' h!. x IS' .pr, 4" cal. relocate AR Ea.! pa la holly ,6' ht. x ,2' .pr, 4" cal. relocate Al AS Live oak ,6' ht. x ,2' .pr, 5" cal. relocate AT East Palatka holly 16' ht. x 12' .pr, 4" cal. relocate* AU East Palatka holly 16' ht. x 12' .pr, 4" cal. re,ocale 1 landscape architect / planning inc. n. congress ave.. suite 105 - a delra beach, Florida 33445 y 5151 - 27G - 15311 AV East palatka holly 16' ht. x 12' spr, 4" cal. relocate * AW Live oak 18' ht. x 18' spr. 4" cal. relocate * AX Llve oak 18' ht. x 18' spr., 4" cal. relocate* AY Llve oak 14' ht. x 14' spr., 4" cal. relocate* AZ Live oak 18' ht. x 10' spr., 3" ca 1. relocate* 5A -.- 5B papalm 22' ht30' hl., 10" ca 1. remove BB Queen lm ., 10" cal. remove BC queen palm 25' hl., ,0" cal. remove BD Queer palm 20' hl., ,0" ca,. remove #LA0000999 E hE.Et title-: Q �/ e X I St I n BE Queen palm 20' hl., 10" ca,. remove BF Live oak 16' ht. x 10' apr, 3" ca I. relocate * CY SabaI palm 16' ht. remain CZ Llgustrum tree 10' ht. x 10' .pr., multi remove DA Llgustrum tree 10' ht. x ,0' spr., multi remove DB Llgustrum tree 10' ht. x 10' spr., multi remove * These existing trees to be relocated on shopping center as possible In locat ono as determined by Landscape Architect a Owner. tree plan project number= 7010 date: 30 -21 -30 SGal 1 = 20' TOTALS: Trees -1,Ung to rema lm: 13 Palma /3 4.33 Tree. = 4 Total = 8.33 existing to remain Trees to be relocated: 3 palms/3 = Trees = 6 Total = T trees to be relocated drawn by= Jae reviE ion S: 0 to -2a -to re or onesaibonier re�e.. ® 12 -20 -10 site revs. ® 1 -4 -11 easement revision Tree. to be relocated on shooyinci center as determined 9 palm. /3 • 3 Tree. 9 Total • 12 trees relocated, location determined ® 1 -14 -11 © 1 - 15 - 11 Gar comments 0 Trees to be removed: 13 palm. /3 = 4.33 NORTH s h e e- t' Tree. = T Total = 11.33 trees to be removed / / \ \ L 2 of 3 shets pl.rti- 5011: A. All plant trat-lal. unless Indicated o0lwwl—, shall be Insta led with a plantin Soil —posed or earci loam (50% .-I . and 501, k) t I I r the —Ilt� The soft mus b. taken From �=d tt " been trIpp7 .111, .light -old r-.tt.n (55 to 6.5 ph) and w ithout a Or calcium Or carbonate. Boll s hall be delivered in B too.. Friable condition. Water: A. Potable, From trurfal water ..ppll— Or other source. which are approved b . p.lbi. health department. Mulch: A. Mul s hall be; (1) "R.—Ul.h.. Fertlil— A. New and ,[,kin Trssse and Palms: F wtj Im with 8-2-12 pal, Fertilizer with micronutrIents per in p arul'a.t—', recommendations. B. New and ..I.tin Shrub., and Ground—ver: Pwtlllze with 8-2-12 palm Fertilizer with ml.rorwtrlents at a rat. OF • lb. per l000 SP or area. C. Annuals. Pertilize with 0amocote - Sierra blend 14 -14 -14 or approved e D. Composition and QUallk All Forklilzer 5KdII be urlForm In compoolklon and dr Granular Fert Shalt be Fr.e rlowi and cl,llver,cl 1, wrop-1 ba All ba —talr— Or boxes elall be Full labeled with the maruFa.t--'s a nal y se.. E. All Fertilizer shall compl with the State OF Florida rairtIll— laws. e5) Ed and mow sod Once a week, f AN m r I NG C I LESS (6) Ed and weed all — — g round —ve, and Flo bede onoe a w—, spacin on center (1) Remove del Iles once a we ek, -res 1, see plant list (a) spra and Dustin contractor shall do all --al Idh spra oustin Or all plantin a. needed, For complete or paste and The matterlal. and method. = 1 be In accordance with the highest 6 P lantin g oil standard hor lou ural practices and as mm,rded b the Count A and ppro—d b the L.rd...p. *;*�: mu Archltect, prior to Implementation. Groundr-avers IIR Rr 3" mulch F — ri,l,Iwcl g rade V mm. plpl f[ shrubs Illly h l � k GENERAL NOTES I. ALL PLANTS 10 BE FLORIDA NO. I OR BETTER 12. THE CONTRACTOR SHALL LAY OUT ON THE GROUND THE LOCATIONS FOR THE PLANTS AND OUTLINES OF AREAS TO BE PLANTS[). THE CONTRACTOR Z. IE WRITT NO SUBSTITUTIONS WILL 59 ACCEPTED WITHOUT PRIOR EN SHALL OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE APPROVAL BY THE LANDSCAPE ARCHITECT. EXCA VATION BEGINS. THE LANDSCAPE ARCHITECT MAY ADJUST THE LOCATION OF SPECIFIED PLANT MATERIALS PRIOR TO PLAITING. 3. ALL LANDSCAPED AREAS TO RECEIVE 150% IRRIGATION COVERAGE BY AN AUTOMATIC, UNDERGROUND SPRINKLER SYSTEM EQUIPPED WITH A 13. TREES AND PALMS TO BE GUARANTEED FOR ONE (1) YEAR, 5PRU58 RAIN SENSOR AND G OUNDCOVERS TO BE GUARANTEED FOR NINETY (W) DAYS AFTER FIN WRITTEN ACCEPTANCE 16 GIVEN BY OWNER OR LANDSCAPE 4. QUAN TITIES ON M-Mr MATERIALS ARE FOR CONVENIENCE ONLY. ARCHITECT CONTRACTOR 15 RESPONSIBLE FOR PLANT MAINTENANCE LANDSCAPE CONTRACTOR 16 RESPONSIBLE FOR ALL PLANTS 5WOiH UNTIL THE TIME OF wRiMm AccrPrmcr. ON PLANTING PLANS. UJ4rN DISCREPANCIES OCCUR BETWEEN PLANT -�S AND PLANTING PLANS, THE ' PLAN5 ARE TO OVERRIDE THE PLANT 14. LANDSCAPING , NG IN sAPr DISTANCE TRIANGLES SHALL BE MAINTANrD T LIST IN ALL CASES. SOD QUAN TITY Ty is TO BE DETERMINED By PROVIDE UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 2' AND 5' CONTRACTOR PRIOR To amm ABOVE FINISHED GRADE. 5. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL UNDERGROUND 15. ALL PROHIBITED PLANT SPECIES (AS IDENTIFIED BY THE CITY, UTILITItEr, TO AVOID DAMAGE. COUNTY, 6 ATE) SHALL BE ERADICATED FROM THE SITE. THIS INCLU BUT 16 NOT Limirm TO MMLALSUCA, BRAZILIAN PEPPER S CONTRACTOR 15 RESPONSIBLE FOR P)RNISHING ALL MATERIALS, AND AUSTRALIAN PINE. TOOLS, rmiPmemr, LABOR. AND PLANTS NECESSARY FOR TWIF PROPER PLANTING CP ALL TREES, SHRUBS GROUNDCOvERS, AND GRASS AS 11. ALL EXISTING AND NEWLY CREATED PLANTING BEDS TO BE CLEANED 6WCWN 04 LANDSCAPE ARCWiTacr- 8 P-Mrim PLANS. AND FREE OF tUEEDS AND DEBRIS AND EXCAVATED AS REQUIRED TO FULFILL PLANTING 501L REQUIREMENTS OF THE PLANTING DETAILS. T. AL L GROUNDCOVER BEDS TO ABUT PARKING. BUILDING, SIDEWALKS, ETC, IN A PERPENDICULAR LINE. 10. PILL HOLES WHE r.isTTNG TREES OR PLANT MATERIAL HAVE BEEN REMOVED TO PROVIDE LEVEL SURFACE WITH SURROUNDING AREA AND S. ALL TREES AND PALMS TO BE STAKED AND GUYED. so[) OVER IF NEW PLANT BEDS ARE NOT TO BE INSTALLED. S. ALL PLANTED AREAS ARE To BE MULCHED WITH 'PLORAMULCW", It. ALL PLANTING BEDS THAT ARE ADJACENT TO PAVING ARE 10 BE TO A Drisrw OF 3--. LOWER THAN THE ADJACENT PAVING. SO r4aT RUNOFF (MULCH. WIL) FROM THE BED DOES NOT RUN ONTO THE ADJACENT PAVING. 10. ALL PLANT MATERIAL TO BE BAC<FILLED WITH 50% CLEAT MUCK AND 50% SAND AND BE FERTILE, AND FRIABLE. W. AL L PLANTING ISLANDS WITHIN THE PARKING LOT AREA MUST HAVE A MINIMUM 3 DEPTH OF 801E eirwaR FROM EXISTING SOIL PR!SSNT, IF OF GOOD QUALITY, It. GROUNDCOVER AND 5H 55 TO BE LAID OUT IN A UNIFORM AND TO PROMOTE PLANT GROWTH, OR OF REPLACEMENT BOIL (50% MCI, 50% SAND CONSISTENT PATTERN. NO ROAD ROCK, SWELL ROCK, LIMESTONE, OR OTHER FlOaD BASE MATERAL SHALL BE PRESENT WITHIN RANTING ISLANDS. project= h at ac-=- 1=> SL n k toc:Lue-eto F lorida cleLve bocker landscape architecture/plannin inc. 601 n. con ave.. Suite 105-a delra beach. Florida 33445 561-276 -6311 #LA0000qqq E'he-e-t title-: specif ications notes, details pro number= 7010 da 10—zi-10 sr-inle-: 1, = 20' dr-z!ivvn b J ae 3 of 3 sheets � � l m C . � ` „' {dl � y If.� � �v ,�, Jl � � � VI � Y � � _ � f: l��� � '' ,. 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F � LETTERS - 0 S �� � � � ; - - z - , , T . �; _ � � I � ° OCTAGON - 10.8 SF ! ' ' � I I g° I B ��'' `� TOTAL - 57.8 SF - _ _ . � — --� I � , �� ;� � � � I I � ����A CHASE O �, � � g � � � � �� a , .- 4 I � RO EN YNO.: F09C�A0 \ � �� C EC EDBV: JMG \ � I \ \� i PROPOSED I � I � `� ` � cnoi sicµtxn fINANCIAL INSTITUTION (4,312 S.F.) i '' ` Ro,E�r. ,.� _ � �., F.F.E = 23.50 (N.G.V.D.) � I J� � � '' ' � � � � < � � APOLIC PEWTER ,,. -_ m._ I _ 13'-6" � p_ �p^ US 1& V[LLAGE �� <. � �, v �� WHITE / LOCATION °�' � d�° LETTERS � � ( �� � � � � BLUE FoR I � � o / �OCTAGON BDG _ _ � ARCHITEC7'S e � t"` � ! � � � � CHASE O � � .� _,.� , 728 N. U.S. � VILLAGE OF TEOUESTA � . PALM BEACH COUNTV - � ^ FLORIDA ti BLUE qg� `i ���A � ���b q u w������ � STRIPE � - � = BOHLER � , �� _' �' APOLIC '._ E N C 1 N E E 1 I N G SCALE: 1" = 20' � ` , v.'. ..... .. ., _ � , , s :� u_s. , CVB BLUE r; ,;; ` 4,,. �,a�E ��� � ��,� _.;, � "�" i000 caxaoaAre oerve sun�e zsa �-��� � - � FOftT LAU�EROALE, FL 33334 Ph':(BSn1202-]ql0 FX:�959)202-]0]0 SW C1 OO � wwu..BdJerErgMeeMg.cam LATTE O �����E�� ���� EDW,4RD M, McDON,4�D SCALE: N.T.S. 8¢ TOTAL - 45.0 SF rxorrssiov,�� i;vciw.i;e ��arv zon - F�oRion ucENSE No. �.ORI�A BUSIlE55 CERT.OF AUTH. No. 2i52B SHEETTfTLE: - SIGN PLAn - NOTE: (WALL AND MONUMENT SIGN) EXHIBIT �� 1) ILLUMINATED CHANNEL LETTERS 8 OCTAGON ARE MADE FROM LEXAN / PLASTIC MATERIALS. s °' 2) ALL COLORS TO MATCH BUILDING COLORS/SAMPLES AS SPECIFIED. EX-3