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FLS2007-08043
FLEXIBLE STANDARDS - LEVEL SECTION 1 5, TOWNSHIP 29 SOUTH, RANGE 1 5 EAST PROPERTY I D 1 5/29/1 5/001 OB/O 1 0/0060 CITY OF CLEARWATER, FLORIDA 2506 PREPARED F OR: COURT T. EET RETAIL, LLC LS c2oo7 — 080 y3 630 Coof.f PROJECT NO.: 07 -027 PROJECT: COURT STREET RETAIL ORIGI RECWVW DEC 19 20n7 (PflMNING DWIMENT CITY OF CLEMNATFR SHEET INDEX 1 COVER SHEET 2 GENERAL NOTES 3 EXISTING CONDITIONS, DEMO & EROSION CONTROL PLAN 4 HORIZONTAL CONTROL PLAN 5 PAVING, GRADING, & DRAINAGE PLAN 6 UTILITY PLAN 7 SITE DETAILS 8 SITE DETAILS 9 PAVING, GRADING & DRAINAGE DETAILS 10 UTILITY DETAILS LS -1 LANDSCAPING PLAN LS -2 LANDSCAPING DETAILS TH MA DILL AVENUE, SUITE A TAMPA. FLORIDA 33629 (81 3) 902 -0598 M M q T�w= M J Guol 0 I � a REVISIONS: Vid 1. REVISIONS PER CITY COMMENTS 10122/2007 2. REVISIONS PER CITY COMMENTS 12116/2007 3. 4. 5. 6. BY: AWL 14 IM0� 1725 East 5th Avenue, Tampa, FL 33605 Phone (813) 215 -7372 and Fax (813) 902 -8782 www.campoengineering.com info@campoengineering.com FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 OW MATTHEW D. CAMPO, P.E. December 17, 2007 APO to % A4Y k NO. 53988 DATE (SEAL) E c m >, .n E Q. CD v CV ti 0 a N 0 Q 0 c 0 -a 0 IL CV I- S -v Z C7 0 a c 0 b N c a c rn 9 N tm C .@ O CD fr 1'v a) iZ 0 U n 0 ti o_ - 2 W .E a U CONSTRUCTION NOTES MISCELLANEOUS 1 THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. 2 ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION. 3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECASTAND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 5. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES, INCLUDING TECO, GTE, TIME WARNER & THEIR SUBCONTRACTORS. 6. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES ARE SUBJECT TO THE REVIEW AND APPROVAL OF CITY OF CLEARWATER AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC RIGHT -OF - WAY. 7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE ORDERING MATERIALS AND CASTING STRUCTURES. 8. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE SITE UTILITIES. THE LAYOUTS INDICATED IN THE PLANS ARE NOT EXACT AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE SIZES, STRUCTURES, AND ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE ALL UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT. 9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 10. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. SAFETY 1_ DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. 2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY CITY OF CLEARWATER PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 3. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUBCONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. 5. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. 6. THE MINIMUM STANDARDS ASSET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANGE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 7. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND /OR ENFORCE SAFETY REGULATIONS_ 9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE ONE CALL AT 800 -437 -4770 TO ARRANGE FOR FIELD LOCATIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCURAS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. SITE PLAN AND COORDINATE GEOMETRY 1. BOUNDARY SURVEY PREPARED BY A LICENSED SURVEYOR. 2. CURRENT ZONING 'D'_ 3. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING. 4. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 5. ALL ELEVATIONS REFER TO THE NGVD 1929 6. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE AS- BUILT' INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS- BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK LOCATIONS AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. CLEARING /DEMOLITION I. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED IN THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM CITY OF CLEARWATER OR THE OWNER. 2. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 3. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE IF REQUIRED, PROVIDED THAT THE MATERIAL IS I S DEEMED SUITABLE FOR CO S U I N N TR T BY C 0 THE OWNER IL S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. 4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 5. CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AN REMOVAL, PURSUANT TO ALL FEDERAL, STATE, COUNTY, CITY OR OTHER GOVERNMENT AGENCY REQUIREMENTS, OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITHIN THE NEW FACILITIES. PAVING AND GRADING 1. ALL DELETERIOUS SUBSURFACE MATERIAL (LE. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS, 4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 5. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THE PLANS. 6. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE PLANS. 7. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.) 8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1 -7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. 9. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE LOCATED ON TABLE SC-1. UPON COMPLETION OF THE WORK, SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 11. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DO TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COST OF SAID RETESTING. 12. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION. DRAINAGE 1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF CLEARWATER TRANSPORTATION TECHNICAL MANUAL UNLESS OTHERWISE SHOWN ON PLANS. 2. PIPE LENGTHS SHOWN ARE APPROXIMATE. 3. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 4. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 5. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. 6. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAY & SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY & ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14ON FILTER FABRIC OR ENGINEER - APPROVED EQUAL - PER CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS. SANITARY SEWER 1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. WATER DISTRIBUTION 1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND T HE ATER W MAIN SHALL BE CONSTRUCTED CTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. 2. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN 2. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE PARALLEL INSTALLATIONS WHENEVER POSSIBLE. MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN OPTIMUM MOISTUREIMAXIMUM DENSITY PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 -FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 -FOOT SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION ABOVE THE TOP OF THE SEWER. THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS PER MATERIAL TYPE ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL 3. ALL WATER MAINS SHALL HAVE 30" TO 42" INCHES OF COVER. HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH CITY OF CLEARWATER 4. ALL ON SITE PVC GRAVITY SANITARY SEWER PIPE SHALL BE MADE STANDARDS AND SPECIFICATIONS. OF MATERIAL HAVING A CELL CLASSIFICATION OF 12454 B, 12454 C OR 13354 B AS DEFINED IN ASTM D -1784. PVC PIPE AND FITTINGS USED IN 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE THE GRAVITY SYSTEM SHALL MEET THE REQUIREMENTS OF ASTM D3034 RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY AND PER ABOVE SDR 35 TO A DEPTH OF 15' AND SDR 26 AT A DEPTH BEYOND 15'. REQUIREMENTS. 5. PVC FORCE MAINS 4" TO 12" SHALL CONFORM TO THE REQUIREMENTS 6. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL OF ASTM 2241, SDR 21. PVC FORCE MAINS 16" IN DIAMETER SHALL BE IN ACCORDANCE WITH AWWA C -900 AND SHALL BE CLASS 150 SDR 18. CONFORM TO THE REQUIREMENTS OF AWWA C905. PVC FORCE MAINS ALL ON -SITE PVC WATER MAINS 2" TO 3" SHALL BE CLASS 1120 AND PIPE COLOR SHALL BE GREEN. MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D -2241. WATER MAINS SMALLER THAN 1 1/2" SHALL BE CLASS 1120 OR 1220 6. ALL PVC FORCE MAINS 4" AND LARGER SHALL HAVE A SUITABLE ELECTRONIC SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D -1785. LOCATOR BURIED APPROXIMATELY ONE FOOT BELOW GRADE. 7. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF 7. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL S ANSI STANDARD A21.51, MINIMUM CLASS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH -ON JOINTS. PIPE SHALL HAVE AN EXTERIOR RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A21.51. BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51. PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING 8. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE TO AWWA/ANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE AGENCY STANDARDS AND SPECIFICATIONS, LATEST EDITION THERE OF. PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPE AND FITTINGS. ASPHALTIC CONCRETE MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL 9. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW OF EACH PIPE JOINT. SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE ONE PER TYPE . CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL 8. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH OF ANSI /AWWA STANDARD A21.10/C110. ALL FITTING SHALL BE COATED AND DESIGN INFORMATION SHOWN IN THESE PLANS. LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE. 10. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL 9. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, INSPECTION BY THE OWNER'S ENGINEER PRIOR TO PLACEMENT OF BASE HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN PRESSURE TESTS TO BE IN ACCORDANCE WITH CITY OF CLEARWATER ADVANCE TO SCHEDULE INSPECTIONS_ UTILITY DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF 11. THE CONTRACTOR SHALL PERFORM A CLOSED CIRCUIT TELEVISION PERFORMING TESTS. INSPECTION ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION PRIOR TO FINAL 10. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL ACCEPTANCE. SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES 12. ALL WASTE -WATER LATERALS WILL HAVE A MINIMUM OF OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. 36" COVER AT THE RIGHT -OF -WAY LINE. EXISTING TREE PROTECTION NOTES: 1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND THE CITY OF CLEARWATER LAND ALTERATION AND LANDSCAPE DEPARTMENT PRIOR TO COMMENCEMENT OF LAND ALTERATION ACTIVITIES. BARRICADES SHALL REMAIN IN PLACE UNTIL ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED. 2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. 3. IN ORDER TO COMPLY WITH THE ST. PETERSBURG LAND DEVELOPMENT CODE TO MINIMIZE SOIL EROSION AND CONTRIBUTE TO WATER QUALITY, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTRESS SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES. 4. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A -300 PRUNING STANDARDS. THIS INFORMATION MUST BE CLEARLY IDENTIFIED ON THE CONSTRUCTION PLANS. 5. SEE CITY OF CLEARWATER PROTECTIVE BARRIER REQUIREMENTS PROVISIONS FOR ADDITIONAL INFORMATION. GENERAL NOTES 1. OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH COUNTY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. 2. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 3. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 4. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE PROJECT ENGINEER SHOULD NOTIFY BURCAW &ASSOCIATES ENGINEERING, INC. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION RELATED PERMITS, INCLUDING PUT NOT LIMITED TO, RIGHT OF WAY USE PERMITS, PIPING PERMITS, MOT PERMITS, ETC. LANDSCAPE NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL UTILITY LOCATIONS AND INSTALLING FACILITIES SO AS TO NOT CONFLICT. ALL DAMAGE TO EXISTING UTILITIES OR IMPROVEMENTS CAUSED BY CONTRACTOR SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 2. ALL PLANT MATERIALS TO BE FLORIDA NO.1 OR BETTER AS PER FLORIDA DEPT. OF AGRICULTURE GRADES & STANDARDS, PARTS I & II. 1973 & 1975. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL GRADING OF ALL ASSOCIATED PLANTING AREAS. 4. AFTER FINAL GRADE, AREA TO BE RAKED TO 6" DEPTH AND ALL ROCK AND FOREIGN INORGANIC MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF -SITE. 5. ALL PLANTING HOLES O S TO BE HAND DUG EXCEPT C PT WHER E MACHINE C DU HOLES G O ES WILL NOT ADVERSELY EFFECT OR DAMAGE UTILITIES OR IMPROVEMENTS (SEE NOTE 1). 6. PLANTING SOIL TO BE A WEED FREE MIXTURE OF 50% SAND, 40% MUCK, AND 10% CANADIAN PEAT. ALL PLANT MATERIAL TO RECEIVE PLANTING SOIL AS PER DETAILS. 7. ALL NEW PLANT MATERIAL GUARANTEED FOR 1 YEAR, FROM TIME OF FINAL ACCEPTANCE OF PROJECT, ANY PLANT MATERIAL NOT IN A HEALTHY GROWING CONDITION WILL BE REPLACED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER WITHIN 10 DAYS OF NOTIFICATION, EXTEND WARRANTY PERIOD AN ADDITIONAL 45 DAYS BEYOND THE ORIGINAL WARRANTY PERIOD, FOR ALL REPLACEMENT PLANT MATERIAL. WARRANTY IS NULL AND VOID FOR PLANT MATERIAL WHICH IS DAMAGED OR DIES AS A RESULT OF "ACTS OF GOD" LIMITED TO HAIL, FREEZE, LIGHTNING, AUTOMOBILE DAMAGE, AND WINDS EXCEEDING 75 MPH AS DEFINED BY THE NATIONAL WEATHER SERVICE. ALL TREES THAT LEAN OR ARE BLOWN OVER, CAUSED BY WINDS LESS THAN 75 MPH, WILL BE RE -SET AND BRACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 8. CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL CODE REQUIREMENTS. 9. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED FOR IN THE LANDSCAPE MATERIAL SCHEDULE. 10. WHERE THERE IS A DISCREPANCY EITHER IN QUANTITIES, PLANT NAMES, SIZES OR SPECIFICATIONS BETWEEN THE PLAN OR PLANT LIST, THE PLAN TAKES PRECEDENCE. 11. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND BE FULL TO BASE AND PLANTED 2' ON CENTER WHEN SHRUBS ARE USED AS A SCREEN AROUND VEHICULAR SPACE, SAID SHRUBS SHALL BE A MINIMUM OF 2' IN HEIGHT ABOVE THE VEHICULAR SPACE PAVEMENT SURFACE THAT DIRECTLY ABUTS THE SHRUBS. 12. CONTRACTOR SHALL STAKE & GUY ALL TREES AND PALMS AS PER THE APPROPRIATE DETAIL. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND /OR REPAIR OF ALL STAKING AND GUYING DURING WARRANTY PERIOD. 13. ALL LANDSCAPE BUFFER AREAS TO BE COVERED WITH FLORATAM SOD. 14. USE A MINIMUM OF TWO 21 GRAM AGRIFORM 20 -10 -5 PLANTING FERTILIZER TABLETS PER 3 GALLON CONTAINER. FOLLOW MANUFACTURERS INSTRUCTIONS FOR QUANTITY PER PLANT SIZE FOR ALL OTHER VEGETATION. ALL PLANT MATERIAL TO RECEIVE TABLETS. 15. ALL LANDSCAPE AREAS NOT COVERED BY PAVEMENT, BUILDING, SOD OR OTHER SPECIFIED MULCH SHALL BE COVERED WITH A MINIMUM OF 3" GRADE B PINE BARK MULCH. 16. ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM LANDSCAPE REQUIREMENTS OF THE CITY OF CLEARWATER LANDSCAPE CODE. 17. BENEATH THE ROOTBALL. MINIMUM TOPSOIL SHALL BE 6" FOR GROUND COVER AREAS, 4" FOR SEEDED GRASS AREAS AND 2" FOR SODDED GRASS AREAS. 18. THE SUCCESSFUL BIDDER SHALL FURNISH TO THE OWNER A UNIT PRICE BREAKDOWN FOR ALL MATERIALS. THE OWNER MAY, AT IT'S DISCRETION, ADD OR DELETE FROM THE MATERIALS UTILIZING THE UNIT PRICE BREAKDOWN SUBMITTED. 19. NO PLANT MATERIAL WILL BE ACCEPTED SHOWING EVIDENCE OF CABLE, CHAIN MARKS, EQUIPMENT SCARS, OR OTHERWISE DAMAGED. 20. PLANT MATERIAL WILL NOT BE ACCEPTED WHEN THE BALL OF EARTH SURROUNDING IT'S ROOTS HAS BEEN CRACKED, BROKEN OR OTHERWISE DAMAGED_ 21 • ROOT -PRUNE ALL TREES A MINIMUM OF (8) WEEKS PRIOR TO PLANTING. 22. NOTE SIZE OF PLANTING PITS ON PLANTING DETAILS. 23. ALL WASTE, OBJECTIONABLE MATERIAL, AND EXCESS FILL SHALL BE REMOVED AND DISPOSED OF ON A DAILY BASIS OFF -SITE. 24. ALL LANDSCAPED AREAS TO RECEIVE 100% IRRIGATION BY MEANS OF AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM. 25. QUANTITIES FOR LANDSCAPE MATERIALS ARE NOT SHOWN ON MATERIAL SCHEDULE, CONTRACTOR SHALL BE RESPONSIBLE FOR NUMBERS AND PLANT MASSINGS AS SHOWN ON THE DRAWINGS. 26. ST. AUGUSTINE SOD USAGE SHALL BE LIMITED TO 50% OR LESS OF THE SODDED AREA. SC -1 TESTING SCHEDULE EROSION /TURBIDITY CONTROL NOTES 1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. 2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. 3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN THE SPECIFICATIONS. 4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. 5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS. 6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORTAS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. 7. THE CONTRACTOR AND /OR OWNER'S REPRESENTATIVE SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE STABILIZED. 8. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS, AS DEFINED BY FIELD CONDITIONS_ 9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES. 10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. I ITEM TEST TEST FREQUENCY EMBANKMENT OPTIMUM MOISTUREIMAXIMUM DENSITY PER SOIL TYPE 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99 -57 ONE PER 500 FEET (D- 698 -70) NO TOLERANCE HORIZONTALLY, IN 12 INCH LIFTS UTILITY TRENCH BACKFILL OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES AND AROUND STRUCTURES FROM R.O.W. 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM * ** LINE TO R.O.W. LINE D1557 -70) - MINUS 3% TOLERANCE UTILITY TRENCH BACKFILL OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES AND AROUND STRUCTURES OUTSIDE 95% OF MAXIMUM DENSITY AS * ** THE R.O.W. DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) - MINUS 3% TOLERANCE STABILIZED SUBGRADE OPTIMUM MOISTURE/MAXIMUM DENSITY PER MATERIAL TYPE MINIMUM 40 LBR *** PER MATERIAL TYPE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM * ** D1557 -70) - NO TOLERANCE BASE OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOURCE (OTHER THAN SOIL CEMENT) MINIMUM 100 LBR PER SOURCE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM *** EACH LIFT D1557 -70) - NO TOLERANCE GRADATION, ATTERBURG LIMITS PER SOURCE CONCRETE SLUMP TEST ONE PER SET OF CYLINDERS COMPRESSIVE STRENGTH CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR 100 CUBIC YARDS OR FRACTION THEREOF AIR CONTENT ONE PER SET OF CYLINDERS ASPHALTIC CONCRETE AGGREGATE ANALYSIS ONE PER DESIGN DESIGN MIX ONE PER TYPE BITUMEN CONTENT ONE PER DAY GRADATION STABILITY FLOW ONE PER DAY PROPERTIES OF IN PLACE MATERIALS (MARSHALL) I ONE PER DAY THICKNESS * ** 95% OF LAB DENSITY * ** * TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH 12 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS. ** FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY (AASHTO -T99) PER FDOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE 125 -8.3.2 AS MODIFIED. * ** TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN ONE (1) TEST PER STREET. K"� �s * cO�;, ,1, -I,' �� *' (_ '4 J �, i J O Z E� - 0 Jr =� * I /�a ', 0 ,� N b-I d Cc` A 0 .. 0 0 t to M P ENGINELIRMQuie,, INC- FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION I DATE 1 I REV. PER CITY COMMENTS .w 10/22/2007 DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 . t ,: ,N , f ` tl r ( j -1 _' ,� ° 11 ' C iI s , t.. �, 1� Matthew D. Campo 53988 D ember_'1, �g07X' ' W ^ h , - NAME SEAL NO. DATE E�, ��,� ' ; . ©` SHEET TITLE K P, i- � ` f; ,. GENERAL NOTES SHEET NUMBER 2 I / I , \ \"/' ....... . . ---.-- — — % I I I ASPI ... i. ' P / I I \1 I � � - — - - ------------------------- � I I.& — - - — - ----- --- — - - \1 i 1 11 , %\ I 1 , , \ I I 1'.,.'_'__. 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ALL ROW AREAS NOT REPAVED ARE TO BE RESTORED WITH SOD AND NEW SIDEWALK PER SITE N. CURB ALONG UNION STREET IS TO BE RESTORED WHERE EXISTING DRIVEWAY IS REMOVED. I F;.•iI-: � 11. I �, . I � I..", ., . I I Kll ��: U UR b I � L_ �e)r. k� � :�: I I I I - $ I—— � , . .. I .1 I " F. K. . . ; .--- ' Si I 1 . ; : -...� I "I .... 1-/1.., �,;,I_l X214 ,-,,, 'I, 1. * ** " I . I 11 __",�, _X2,3,38 ,_" . .. , � /I L)� . .. i 111.,� � .... >/ ,v ",') / / [�,-,I,I.,k, /.-,), �! 1�'e, 8 � -,i: r: IM " I /�__"...__ • ........ . . ...... - � ....... � . ..... __ m,...,„..... ............. ...... __ .... _ . . . ........ - _.... _ . ...... _-, I .......... _ ..... . ........ -----. . ....... -- � .. . If.%.. . *, 1. .� e , ` . :11", , . E."N"' REMOVED " 1 4 . � . I I . / \ ' '..".. I "*'I- 11-11--' 21 *7111. x . I , .11 , ME i ; I </ / / / / ' zo.?"> �, z 111',',,� . , 1 i x � :..... '.-�,�/,! 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I LL ; .., . .k% , .., " 'J��- 111111111 , 111 - " 22,7P I . . . >1/ > Ar ; -,. ,^/ CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO I �t . .*.. .... . . �... J, .711� �Irffill 2. 1,3, , 11 2 , ;f / /""- � 1. � / .... . _< �;! L� ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION . : I �- (-! . . . . .... I .. ..: / ` ; X25,05 i i . i .,. J ., . .: ��i , .. / / / '23.50 (_ 23,39 X � / I :.. , ,. .:: . . I. --.',* .�..-.��.,!.�.i,.,r. . I THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. .. I . .. o W ..., 'M 111111111111111111111111111111111 . �Isl '111111 I i I 2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE .,�...o Q_ I .. I CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL w I Co - I.: - ... -�!i�il Im I j .. .... 0 Y! --.!..:.;,. � � I7. �/ I I . . r-,- .. - i -:',� � I I . "'.L.", I i 1, .. * . , q L-N I. I_ ... ..< USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY / '� . .� I _� I / / / �_-71 _" 1 1 . 2w:, g, 1 / Ill< 24,16 i � -.. ,I'..- .. .. 0 i "I "I - . ,11 x X 24,78 . . . . . _,�: I / I �- - ,/?� 25.18 f I I . I . . . . I / . .. . . . I MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING : / . . I I 1 I X 25,21 1 .. I I - I . .. . . . . I. ,!110( I i . � I I I . I 1-1,: I I . . -?,� IM /:�,- , /- . ., 1, -----� I.I..... 51 VI/ I , b I .. j .. . . . ," . . i I . ... ..:..,,. - - :.. . I I . " ....... ___ X 25i, 1 8 / I I . ..!:: ..': .-:. I , � /' i / / I . I : silml . i TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES --, 11".1-11 I I .. . . I 6-,.*,--*, I MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO I 110 � I ... I - I I *,... ....11F , I - ... 1. - I... I,.:. ...,.. . i I I 1: " ,I, 11—.1--) ,V� I : .. : . . ` " WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF 11 . . . I . I I . "I . I: I I I I . . �-,-�,`-`- /. .1 I I . 1. .. . I........... I C-2,; ,2',`,,, 1 -2/z. . CO I - L / .C,___. " /"' " I __ .?... I , , / _--"-/" I/ I �` � iii,��'.."..--,��",�."....- 1i � i 11 I 11 - ..,. I - .I �J-:: - . / —i I . . . I i I 0;" . O1 I , I 11 .1 � BARRIERS, DITCHES AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. 1�/ I I '*- .".."..:11-:1-1- / " I. 11 I i `�' 9 4 84 <'D. :f ,!,: " . I I , " * I �, ... 4 'In. .�..���iiii�i�ii;�ll?.,...,��'."�'.i�iiiii " I I _1/ / ! %b, .. / crcz, co 1/ EXISTING # I -) I . :.J,�Zmll 1 3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO THOSE / I / ', I . ri/1" -_ .. 1I 1� -:1 , - � 11 I/ V I v) �L' "� � � ,,, ,j . I 1, I I . . I AREAS IDENTIFIED IN THE PLANS AND IN THE SPECIFICATIONS. / i I .. i / 4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR IN A POSITION CLOSE . .11 , - , I / / 1_�/ I f / , 5 i I . .� - , . 1 :�:5:: . . �;:.III,� I I / 9 0 ,------.,,,,. I I I.' --ir?-e--�-�,, rii cc , I . .. k. ." 4. --in - , / ,V74 3 1� i ..-mi,ii // 11 / . I / . b '11 %, * • ... - - �"*" "I"', i / / , I f *. 11-1 " -!? `1 / / � ril DRIVE TO B E : : . 111� "./,.,��........Ii�.�.,.�'.*�."..,Z�����....I a. 1 1 .1 / . . . : . (14,�4� . , ,.-- E WASHED AWAY BY HIGH WATER OR RUNOFF. / A �-_,__ ,' I f I. _____ I 1 . - * I 1 .,�,,,� - I f / / " .j.,..1-)_�-I,-_ I // - I , I t, ,", 1// . . , " I I � _ : E / � C_ i `1 11I I / / I / * I/ I - ,�",�___ :/`/,�w-,�, &I I i! - .. ". I I . 1// / /. - , Y 24,44. i / . *1 . IZIM I � 1 5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE I / / 0 11 , , I I qj / REMOVED i 1�?. I I / 11. / I' � - I I WATER SHALL BE / / i /.. P . I ... I I A Z I � f . i .., . , ,!&- I ."."!,W I I j ". I I TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS :1 z / f I I . -,-�_�, ;.,� I I I I I . I / / 11 I . . W, I: �,,. I �1 ; I I " " I I INCLUDE AND ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR :% I 1_1 : , ? / . .: :: I I ; / .. 1. �,N I I . 11 k I I I X 214,84 X211�77 / . "", I � I � APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE ... : r) 14:1 I ) 11 . I ; - . �vgifi�o�is, I , i - I �11�1 i i SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE / / I / / I I k., 1, I I I / � 71,,;�; . I -", Iminga I; 11 , � . M , �%%%: I I / / (I i I . E-i ,. ; I WATER QUALITY STANDARDS. , 21 ; i .. . 1< �",,�_,: � i I I I / / . 11 / . i k, " I I I / : 1 I. . !! I. I . I I , .. . , ; I 6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED I / . - i / j I I Lrill :I % 1_� - I .j i i / / 11 i f N) Ift 1 I .), � I . / 1, / � ,I �A '... r""e I 0,3 12t, % I ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY / / I'll- I IF / � I " .,')* . I I I I " � � ep I ;6 0, I eb 11 � I , I , : FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED . i � I w I ",'I -,, I I I " It 1, / i 1'. . t , . '�Im i HE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND / / i 11 C I ,,,,,.,,,, , I 1� i .i I ,,_ I EX I ST111 N G 11 / /�, " =/ . I I n/: �'_ I . , I � . . / / / i : 11 f ! � . . ; ... I ,_� .................... E I I GRUBBING SHALL BE SO SCHEDULED AND 3PERFORMED THAT GRADING OPERATIONS CAN FOLLOW I I . I ,� _1� : I / I . .11., 15i1*,,�*�'! i lli� I I / � � i ?I:I.'zI,3 / . : - . ", " f I i . . H (fli* ,% ,/ Ml% v%: / I . �. 11/: / , / .1% -) I I IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT I . "t, - I C."E", . . - I I ; ? % :. : . I I I 11 I f , I �� / / 1� � / / , :` , . �iww, PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON 0 I I �11 A . CURB TO BE , ; I L. .."... .. ", I I I / 1111� 'Lool 111 v i . �?� ! I/ "i-c" .. ' - - t.., . . 'I" %"g .,,: I 1 '4r.. � . -.4. :: ." I I/ I I �j I I ... 2 ,v " ,U . ... I, , THE PROJECT PERMIT. / /," " ', ...... . . �,,i 1 % . ': .. : !I -, Im ! / I/ ", / :r/11111 1. f : . I . REMOVED / / I // I I I, ::>& 11�1'.._.1._.,.,-.__. if, 2,3. 051: ,14122,69 7. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHALL PROVIDE ROUTINE MAINTENANCE OF I I ." / . . I &I . . , � ... , / / / /, � /��_,, I I . . "I / I .. .. - I i����:���������iif�.iiii�iiii�ili�il��i I I I . . . 1.01 , "., 11 I . � . . 11 PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND , . I "�'--, �ApM I . ly� i � / ",/ _,.)�/ , % I . . f, I I I % I /'` / . I . I � • . ... .,!I Y, I II ALL BARED SOILS ARE STABILIZED. "i / 1�' / i , - 22 6.11 /CID I I � M. I I "'' �,�1--:.---.`-1'.?` I I I 1". - .. . . IN I "�� - I �> -"���:,�"',",',",-,i"�� ". ; 1- I , I 8. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS, AS DEFINED BY " I f1d ..... - , I -- I .> I I , I . . . - :1 ,.� I I I / 11 . .. I FIELD CONDITIONS. . :i - I / , �� . . ... - I . r!" Iv. �4_ : f I I , t',� / / ,��, I , '// ; i� ,J,,� I v__..., .......... ___�, 1z I L ��5,11' .: .. . 011w !m I,�l I I "' , -P , I I` - ,`: 1: _____1 7� I L i`,�ii ,,I*.... - 11 '-'---,, "I' . , '. �_ I -'a . . . . . . . . . � _ / / / x 2 4 � ", . LL�_�_2, I ? i i . . M 9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (HAY BALES OR , f. . 5 -.1 %�;..,N - .--. - < ! I I . ./ 1 23152 , .. , . '. / I � ."-/ I j . . .., I *... , "... I ,, , 1. • � I -OF ADJACENT PROPER STREETS, STORM SEWERS AND I 1`1� 111f� I �, / -1 ��, b . 1, , , . I I SILTATION CURTAIN) TO PREVENT SILTATION ,_ I -11, . . "x , . //' / I, ..... . PROPERTY, ET , 1 7'-1 1 U I I . :? . / / / .1"".. "I" . I . . . ..... .. . : I I 11 I 1. W. "', ,...:. . I BE WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE I ."111 i MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT ','��.. I I . . . // " 1 I, - . , :, CONTRACT111,OR I " ""I 1. I " I,-,' .. . - -1 1 - ,��3' %wlm--'mi. I 11 I I I I . . r� * I I I I . : .....: � * . , I I SITE. IF, IN THE OPINION OF THE ENGINEER I .,. / ",` . '.. .. •'... .:: • I .� rz,..�::*Z AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES I / / I I,, ,1 ... I . 00� 0`-,_.� � SHALL I, . I., ,-MY10M I . . I // ( , / , . .1 I I I I pnDTr7r) OP717-CIT97 r7lTWP*D BY KIATHDAI r)DAlKlAr_1r' r)D OV VEHICULAR 70AC'Mr, 11" v I.,.,.":=> r11 C, C), Eli \ L,,' � 2 3,81 " �-,. -,��, I ----------------- 1, e " .......... `I- A ,. ,3`,� 1 1 F(.""k. I I '11 ".) ,' N... A 1-111 11:411 - 1 2,13 , I I,) 4: `� : III. E I- I I I I � RENCH ARK #: 13L_ IM I I .11 TOP ,01- CONC I,- •D. , '' i _.. R E, " I f 1161 I N11 �Y,V/111.1.i... �,? ' 1� '"' - El ... EV, = 2 4,93 I I I I I ,Iil 22, C" 2 1 ---------------- --- - -1 --------------- I \ CO'N /.. --f ... j-;::--F �J: M. � 0 1 .. . 1. I " .::::::,:::: . : . . ,-D �,Ai V V — �_/ U I ,. : . , - 1� . . . . . " 1� ,,I1!i�11.I..::::.... ... . :. . . . - :. THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR --- 51"; :1. 1_-� ... . I I -1,x'&K i : I �� .:: . , 1 1 . .1-1.1,1 .'��� .: :: AUTHORITIES. . - - - ... � : 1_1 .. &4_14 EXISTING X 24.b'? . . .j..: . . I . .: . . . . . � . , . I . .... .. ... . I, . F - . % 11 11-� �.*5 6 � � - f .. . � . I , 0.-I.g.,�I: . . . - I "z" I: - - 11:� ...". EN;� . . i - - . I 1.ir.,.� .... 0::, .. .. - - --I - - :i*1 ��;........... 1/"� I .. . �i.,..11.,.M; 1 0. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE C STABILIZE ,.M.�O I I I It , . .- j. L� . . I"! �5� , w. f i I t I • " .1 . 1__� I I \ SIDEWALKS TO B E I '. . !>.- --�- % . SING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. j . : .. . ................. . 1% , .. . .. . ': ... '.� , E h -- . . , : , - '.. ..'.z,- " - - I I N-� 1 I - . % I . . * . 0". ... 111 j � RMHIR(TYP1 REMOVED � �,� . . "El�_-,..� . - , . I , , 4.0 , - - , ?, -. . L-ill ,,-- I 1 1 ...... .. - _.. . I . I. I k: .. ."�� ; I I 1-1 111`�;' ffil 1 20* .... ... .. . I ? I i I . ". , . . :,." I I ,// . . I � / / � .. j'... . I.: ....I... %%k 11 % * . -. .. "q**i*�iKg , - . I-, - 110 � -) � I �� ... . . . . N'.., " , I . �'�,*`11* I N ..114.' 1170 � I ii OPTIONAL POST 4 11-111 11 I 1 ... ,.,�.. 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FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215-7372 FAX: (813) 902-8782 PROJECT TITLE 0 1 COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACIDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902-0598 REVISIONS DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07-027 Matthew D. Campo 53988 SHEET TITLE , , p� " , tol� , I I � I I - : -4 NID ,,, q) 'j , I .1, '.I I Cl - ' " i 1',, � - (�; 't 0-1Z'1'.) � .�er 8, 2 17 " . I I OF IC .,.� DATE c•. \;, i", • , v I % I * I- ., 1. , EXISTING CONDITIONS, DEMO & EROSION I CONTROL PLAN SHEET NUMBER . 3 I ,t , & I . %�5 : . t, I 7!, I , � I' ..4 1P '. I � ', — I ? 41 cli: A 4 , 4 � • A IV .� r � _: , , � , , . - 11 , ,�. 4 1) PR 0 P 0 S E D ,.. - .... -_.. _. _ . . . .......... . .... STRAI G HT w s �..... :....,. EAR •• �w.. .................: � ..� s��=�rs .., ..tip � ��, �;k�L CURB PER CITY INDEX SETBACK 101, SHEET 7 S 89`4-V35 E & I- r SILT FENCE (TYP) PROPOSED RAM, -i ,.. f = - II II II II II II I II II I I V, A23.26 II r\ .1 r- 3 0 4 - 41 d' � 4 e a ® A 20 x20 S I. T, II VI S 1131 LITY it ' T IA LES SIDEWALK CONSTRUCTION NOTES: 1. SITE CONTRACTOR SHALL BRING ALL EXISTING CONCRETE SIDEWALKS AND RAMPS ADJACENT TO PROJECT AREA UP TO ADA REQUIREMENTS PER FDOT INDEX #304. ( TYPICAL ) 2. SIDEWALKS ARE TO BE INSTALLED WITHIN 3 DAYS OF THEIR REMOVAL. DUMPSTER ENCLOSURE NOTE: MAXIMUM 6' -0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK. MATERIALS USED SHALL BE CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL STYLE OF THE PRINCIPAL BUILDING, SEE SHEET 7 FOR DETAILS. I_ I I FFORUSE VER DRIVEWAY NOTE: TRACTOR SHALL OBTAIN A BRICK RIVEWAY RIGHT -OF -WAY PERMIT LLI ISSUANCE OF A BUILDING PERMIT OF BRICK PAVERS IN THE DRIVEWAY Z: I W�NOTE�: >- <1 DRIV�,-WAY-IAPRON 0 Q L. PER F D0 T,'C'� INDEX - °-> Lij V 515 & 516, wQ MOT ;PER INDEX Co #625 t I 0 _ I f° cc Ff � I iii PROP S 0 , D d S� Al :P I _, .t D ET E,C' TAB L E 30 / I II E `zQ, WAR N I N G�� STRIPS c`` "` e,a Ji II 1 Y P I I ( f ) II d I_',, I II 304 (TYP)X-:� M 12 15/29/15/18697/000 /0130 15/29/15/18697/000 /0080 �I _._.- NUMBER OF EXISTING DWELLING UNITS: .. d . d. d -- 41 d' � 4 e a ® A 20 x20 S I. T, II VI S 1131 LITY it ' T IA LES SIDEWALK CONSTRUCTION NOTES: 1. SITE CONTRACTOR SHALL BRING ALL EXISTING CONCRETE SIDEWALKS AND RAMPS ADJACENT TO PROJECT AREA UP TO ADA REQUIREMENTS PER FDOT INDEX #304. ( TYPICAL ) 2. SIDEWALKS ARE TO BE INSTALLED WITHIN 3 DAYS OF THEIR REMOVAL. DUMPSTER ENCLOSURE NOTE: MAXIMUM 6' -0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK. MATERIALS USED SHALL BE CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL STYLE OF THE PRINCIPAL BUILDING, SEE SHEET 7 FOR DETAILS. I_ I I FFORUSE VER DRIVEWAY NOTE: TRACTOR SHALL OBTAIN A BRICK RIVEWAY RIGHT -OF -WAY PERMIT LLI ISSUANCE OF A BUILDING PERMIT OF BRICK PAVERS IN THE DRIVEWAY Z: I W�NOTE�: >- <1 DRIV�,-WAY-IAPRON 0 Q L. PER F D0 T,'C'� INDEX - °-> Lij V 515 & 516, wQ MOT ;PER INDEX Co #625 t I 0 _ I f° cc Ff � I iii PROP S 0 , D d S� Al :P I _, .t D ET E,C' TAB L E 30 / I II E `zQ, WAR N I N G�� STRIPS c`` "` e,a Ji II 1 Y P I I ( f ) II d I_',, I II I EXISTING LANDUSE: M BUILDING 15/29/15/18697/000 /0130 15/29/15/18697/000 /0080 �I _._.- NUMBER OF EXISTING DWELLING UNITS: .. d . d. d -- NUMBER OF PROPOSED DWELLING UNITS: 6" THICK SIDEWALK / CONCRETE LOA I d O k: I N 0 ° PARKING SPACES: TOTAL NUMBER PROPOSED: NUMBER OF REQUIRED SPACES: 10' REAR SETBACK a 5' SIDE SETBACK (W) ' ' ` •. ..� F' " m 4" THICK SIDEWALK / CONCRETE . d d OR BK: 13573 OR PG: 1023 BRICK PAVERS PLAT TO BE VACATED BUILDING AND STRUCTURE HEIGHTS: VACANT * 30' - 50' MAX. ROOF - 17' -6" PARAPET - 20' MARQUIS - 23' IMPERMEABLE SURFACE RATIO (ISR): a i yam...... 0.77 d 3{, ryj tl N/A �v SILT FENCE °. a s' s;;•? E r,: jt. r ° 44. d ° : V 4 4° _r.s "'i;3 I ! >F. °' r r _ I .. . Q tl ,, <° I 8~ ° ° ?ti.•>"%a x,�` 6 . r I a' %° '3s p 1t9 1-•f ° f .. .d a 4 n, .e'i S$ `55e y'.. r, P. ............ rt. I s. <,.. } f t E£y ".. I %':o`s z;,••i i.. d i. .'tl ..>5. t.3 4",:, R ...> d .• ✓k... »% .. d ..d.. Y Q I , 4. PROPOSED 8'` ° a.4 .Id ° d el - -� -- - WIDE CONC. I 0 At Id a3 A: I e DEWALK PER I 0 Q� I I I. 0", d I: I I } ` -••I 41 d' � 4 e a ® A 20 x20 S I. T, II VI S 1131 LITY it ' T IA LES SIDEWALK CONSTRUCTION NOTES: 1. SITE CONTRACTOR SHALL BRING ALL EXISTING CONCRETE SIDEWALKS AND RAMPS ADJACENT TO PROJECT AREA UP TO ADA REQUIREMENTS PER FDOT INDEX #304. ( TYPICAL ) 2. SIDEWALKS ARE TO BE INSTALLED WITHIN 3 DAYS OF THEIR REMOVAL. DUMPSTER ENCLOSURE NOTE: MAXIMUM 6' -0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK. MATERIALS USED SHALL BE CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL STYLE OF THE PRINCIPAL BUILDING, SEE SHEET 7 FOR DETAILS. I_ I I FFORUSE VER DRIVEWAY NOTE: TRACTOR SHALL OBTAIN A BRICK RIVEWAY RIGHT -OF -WAY PERMIT LLI ISSUANCE OF A BUILDING PERMIT OF BRICK PAVERS IN THE DRIVEWAY Z: I W�NOTE�: >- <1 DRIV�,-WAY-IAPRON 0 Q L. PER F D0 T,'C'� INDEX - °-> Lij V 515 & 516, wQ MOT ;PER INDEX Co #625 t I 0 _ I f° cc Ff � I iii PROP S 0 , D d S� Al :P I _, .t D ET E,C' TAB L E 30 / I II E `zQ, WAR N I N G�� STRIPS c`` "` e,a Ji II 1 Y P I I ( f ) II d I_',, I II I ::;, . a. spa. .#�. x8!e. I �•f ..; t5t. I . FD, I fNDEX 310 °° I �` �' t' E:: E; F: E; EC EC F?� C�` E-------------------------- L------------ - - - - -- t - - - -- 6' FRONT � PROPOSED CLEARWATER �t i �sH�n TYPE 'i' cuRe PER cin'COl1FiT STREET . . . ......... .. . . .......... INDEX 101, SEE DETAIL PROPOSED -RAMP SHEET 7 (MATCH aseH. PAVEMENT PER FDOT INDEX EXISTING CURB) 304 (NP) II POPOS IUD TURNING RADII AT DR II IVEWA SHALL BE A MINIMUM OF � II 3 }0' PER CITY II INDEX 108) SEE DETAIL SI H E ET 7 II II II 10' Sil: � IDE SET� ACK II I II II , II 5 WI D,'E CON II . SIDEWALK P E �� I w� FDOT 3;10 '� II .K \-PROFi OSED CILEARWATER 0 o °oo II TYPE 'I' i '' 'QU RB PER CITY i 1 '• S I I INDEX 1Q1, 511EE DETAIL SHEET 7' M ATC H I EXISTING CURS: MISC. NOTES: 1. APPLICANT SHALL OBTAIN PERMANENT ADDRESS ASSIGNMENTS FROM THE ENGINEERING DEPARTMENT. 2. APPLICANT SHALL PAYALL APPLICABLE SEWER AND WATER IMPACT FEES. 3. APPLICANT SHALL COMPLY WITH THE TRANSPORTATION IMPACT FEE ORDINANCE AND FEE SCHEDULE AND PAID PRI R TO A CERTIFICATE OF OCCUPANCY (CO). CURB NOTE: ry CURB TYPE ON PROSPECT AVENUE SHALL MATCH EXISTING CURBING AND SHALL BE CONSTRUCTED PER THE CITY OF CLEARWATER CONSTRUCTION STANDARD DETAIL 101 ON SHEET 7. SIGNAGE NOTE: i PURSUANT TO THE "CLEARWATER DOWNTOWN REDEVELOPMENT PLAN" FREESTANDING SIGNAGE IS NOT PERMITTED WHERE THE PRIMARY BUILDING IS LOCATED 20 FEET OR CLOSER TO THE FRONT PROPERTY LINE. FQOT PERMIT NOTE: "' ;" " "'" " "" " "' °' SITE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE FDOT FOR PROPOSED WORK IN SR 595 (COURT STREET). O 10 20 30 Scale 1 = 1 O ft LEGEND 'D' DOWNTOWN DISTRICT EXISTING LANDUSE: i _ L - L.L..L_.. . __ BUILDING 15/29/15/18697/000 /0130 15/29/15/18697/000 /0080 �I a e a d. NUMBER OF EXISTING DWELLING UNITS: F < < #tlF; d 15/29/15/18697/000/0100 15/29/15/18697/000/0050 NUMBER OF PROPOSED DWELLING UNITS: 6" THICK SIDEWALK / CONCRETE E LF.f d O CONC. BLOCK CONSTRUCTION, UNPROTECTED I d e a.. PARKING SPACES: TOTAL NUMBER PROPOSED: NUMBER OF REQUIRED SPACES: 10' REAR SETBACK a 5' SIDE SETBACK (W) ' ' ` •. ..� F' " m 4" THICK SIDEWALK / CONCRETE 3401 F d d OR BK: 13573 OR PG: 1023 BRICK PAVERS PLAT TO BE VACATED BUILDING AND STRUCTURE HEIGHTS: VACANT * 30' - 50' MAX. ROOF - 17' -6" PARAPET - 20' MARQUIS - 23' IMPERMEABLE SURFACE RATIO (ISR): a N/A 0.77 d 3{, ryj PROPERTY LINE N/A �v SILT FENCE a j y'Y.;i.fdd Fi -, /f24. NO LD Q I , ° a.4 .Id ° d el I 0 Id 0 Q� I I I. d I: I ::;, . a. spa. .#�. x8!e. I �•f ..; t5t. I . FD, I fNDEX 310 °° I �` �' t' E:: E; F: E; EC EC F?� C�` E-------------------------- L------------ - - - - -- t - - - -- 6' FRONT � PROPOSED CLEARWATER �t i �sH�n TYPE 'i' cuRe PER cin'COl1FiT STREET . . . ......... .. . . .......... INDEX 101, SEE DETAIL PROPOSED -RAMP SHEET 7 (MATCH aseH. PAVEMENT PER FDOT INDEX EXISTING CURB) 304 (NP) II POPOS IUD TURNING RADII AT DR II IVEWA SHALL BE A MINIMUM OF � II 3 }0' PER CITY II INDEX 108) SEE DETAIL SI H E ET 7 II II II 10' Sil: � IDE SET� ACK II I II II , II 5 WI D,'E CON II . SIDEWALK P E �� I w� FDOT 3;10 '� II .K \-PROFi OSED CILEARWATER 0 o °oo II TYPE 'I' i '' 'QU RB PER CITY i 1 '• S I I INDEX 1Q1, 511EE DETAIL SHEET 7' M ATC H I EXISTING CURS: MISC. NOTES: 1. APPLICANT SHALL OBTAIN PERMANENT ADDRESS ASSIGNMENTS FROM THE ENGINEERING DEPARTMENT. 2. APPLICANT SHALL PAYALL APPLICABLE SEWER AND WATER IMPACT FEES. 3. APPLICANT SHALL COMPLY WITH THE TRANSPORTATION IMPACT FEE ORDINANCE AND FEE SCHEDULE AND PAID PRI R TO A CERTIFICATE OF OCCUPANCY (CO). CURB NOTE: ry CURB TYPE ON PROSPECT AVENUE SHALL MATCH EXISTING CURBING AND SHALL BE CONSTRUCTED PER THE CITY OF CLEARWATER CONSTRUCTION STANDARD DETAIL 101 ON SHEET 7. SIGNAGE NOTE: i PURSUANT TO THE "CLEARWATER DOWNTOWN REDEVELOPMENT PLAN" FREESTANDING SIGNAGE IS NOT PERMITTED WHERE THE PRIMARY BUILDING IS LOCATED 20 FEET OR CLOSER TO THE FRONT PROPERTY LINE. FQOT PERMIT NOTE: "' ;" " "'" " "" " "' °' SITE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE FDOT FOR PROPOSED WORK IN SR 595 (COURT STREET). O 10 20 30 Scale 1 = 1 O ft LEGEND 'D' DOWNTOWN DISTRICT EXISTING LANDUSE: i _ L - L.L..L_.. . __ BUILDING 15/29/15/18697/000 /0130 15/29/15/18697/000 /0080 > <.I <$ ASPHALT PAVEMENT NUMBER OF EXISTING DWELLING UNITS: F < < #tlF; 0 15/29/15/18697/000/0100 15/29/15/18697/000/0050 NUMBER OF PROPOSED DWELLING UNITS: 6" THICK SIDEWALK / CONCRETE 803 COURT STREET BUILDING TYPE: CONC. BLOCK CONSTRUCTION, UNPROTECTED SETBACKS: 6' FRONT SETBACK PARKING SPACES: TOTAL NUMBER PROPOSED: NUMBER OF REQUIRED SPACES: 10' REAR SETBACK 2 - 4 SPACES / 1,000 SF 5' SIDE SETBACK (W) ' ' ` •. ..� F' " m 4" THICK SIDEWALK / CONCRETE 3401 F OFFICIAL RECORDS BOOK AND PAGE NUMBERS OF ALL EXISTING UTILITY EASEMENT: OR BK: 13573 OR PG: 1023 BRICK PAVERS PLAT TO BE VACATED BUILDING AND STRUCTURE HEIGHTS: VACANT * 30' - 50' MAX. ROOF - 17' -6" PARAPET - 20' MARQUIS - 23' IMPERMEABLE SURFACE RATIO (ISR): 0* N/A 0.77 -- -- PROPERTY LINE N/A 0.32 SILT FENCE EXISTING ZONING: 'D' DOWNTOWN DISTRICT EXISTING LANDUSE: 'CBD' CENTRAL BUSINESS DISTRICT PROPERTY PIN NUMBERS: 15/29/15/18697/000 /0130 15/29/15/18697/000 /0080 16,992 SF; 0.39 AC 15/29/15/18697/000/0120 15/29/15118697/000/0070 NUMBER OF EXISTING DWELLING UNITS: 15/29/15/18697/000/0110 15/29/15/18697/000/0060 0 15/29/15/18697/000/0100 15/29/15/18697/000/0050 NUMBER OF PROPOSED DWELLING UNITS: 15/29/15/18697/000/0090 15/29/15/18697/000/0040 ADDRESS: 803 COURT STREET BUILDING TYPE: CONC. BLOCK CONSTRUCTION, UNPROTECTED SETBACKS: 6' FRONT SETBACK PARKING SPACES: TOTAL NUMBER PROPOSED: NUMBER OF REQUIRED SPACES: 10' REAR SETBACK 2 - 4 SPACES / 1,000 SF 5' SIDE SETBACK (W) TOTAL PAVED AREA (SF & X OF PAVED VEH. AREA): 10' SIDE SETBACK (E) PROPOSED BUILDING(S): 5,501 S.F. - 32.37% -• 0.126 AC. PROPOSED CONCRETE: 1,202 S.F. - 7.07% -• 0.027 AC. PROPOSED VEHICLE USE: 6,401 S.F. ^- 37.67% - 0.147 AC. PROPOSED OPEN SPACE: 3,888 S.F. - 22.88% - 0.089 AC. PROPOSED POND: 0 S.F. - 0.00% - 0.000 AC. TOTAL SITE AREA: 16,992 S.F. - 100.00% - 0.390 AC. 15/29/15/18697/000/0030 15/29/15/18697/000/0020 15/29/15/18697/000/0010 15/29/15/18697/000/0001 SITE DATA TABLE EXISTING REQUIRED PROPOSED LAND AREA IN SF AND ACRES: 16,992 SF; 0.39 AC 16,992 SF; 0.39 AC 16,992 SF: 0.39 AC NUMBER OF EXISTING DWELLING UNITS: 0 0 0 NUMBER OF PROPOSED DWELLING UNITS: 0 0 0 GROSS FLOOR AREA DEVOTED TO EACH USE: 0 0 5,501 SF- RETAIL PARKING SPACES: TOTAL NUMBER PROPOSED: NUMBER OF REQUIRED SPACES: VACANT 2 - 4 SPACES / 1,000 SF 19 SPACES TOTAL PAVED AREA (SF & X OF PAVED VEH. AREA): 0* N/A 3401 F OFFICIAL RECORDS BOOK AND PAGE NUMBERS OF ALL EXISTING UTILITY EASEMENT: OR BK: 13573 OR PG: 1023 N/A PLAT TO BE VACATED BUILDING AND STRUCTURE HEIGHTS: VACANT * 30' - 50' MAX. ROOF - 17' -6" PARAPET - 20' MARQUIS - 23' IMPERMEABLE SURFACE RATIO (ISR): 0* N/A 0.77 FLOOR AREA RATIO (FAR): 0* N/A 0.32 *CURRENT SITE IS VACANT. SITE WAS DEMOLISHED FOR THE CONSTRUCTION OF 13 TOWN HOUSES. PRIOR TO DEMOLITION, THE PREVIOUS USE WAS AUTO REPAIR. THE PREVIOUS SITE INCLUDED 9,929 SF (58.43 %) OF PAVED AREA, THE ISR WAS 0.80 AND THE FAR WAS 0.09. FLOOD ZONE: "X" ACCORDING TO THE FIRM NUMBER 12103 C 0108 G, SEPT. 2, 2003 GENERAL NOTES 1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH THE CITY OF CLEARWATER DEVELOPMENT REGULATIONS INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS AND FIRE CODES AT THE TIME OF PERMITTING. 2. THERE ARE NO WETLANDS OR CONSERVATION AREAS WITHIN THE PROJECT BOUNDARIES. 3. ALL SIGNAGE SHALL COMPLY WITH THE CITY OF CLEARWATER SIGNAGE CODES. 4. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE. 5. ALL EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE ENTITY AND ALL ROADS SHALL BE PRIVATE. 6. SITE ACCESS HAS BEEN DESIGNED FOR EMERGENCY AND PARATRANSIT VEHICLES. 7. ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL SIDEWALK CROSS SLOPES AND DRIVEWAY CROSSINGS FOR SIDEWALKS SHALL BE 2.0 % MAX SLOPE. ALL EXISTING SUBSTANDARD SIDEWALKS ADJACENT TO OR PART OF THE PROJECT SHALL BE BROUGHT UP TO CITY, ADA CODES AND FDOT INDEX 304. 8. WATER AND SEWER SERVICES SHALL BE PRIVATELY OWNED AND MAINTAINED. SERVICE SHALL BE PROVIDED VIA THE CITY'S WATER AND SEWER MAIN IN PROSPECT AVENUE. 9. SOLID WASTE COLLECTION SERVICE WILL BE AT THE PROPOSED DUMPSTER SHOWN. 10. THE DEVELOPMENT SHALL PROCEED IN ACCORDANCE WITH THE ADOPTED SITE DEVELOPMENT PLAN AND /OR OTHER CONDITIONS OF APPROVAL. 11. PROPOSED BUILDING IS A 1 -STORY STRUCTURE. 12. CONTRACTOR SHALL INSTALL DOGHOUSE MANHOLE OVER EXISTING 8" SANITARY SEWER MAIN ON THE EAST ROW OF PROSPECT AVENUE. 13. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 14. PLANS ADHERE TO FLORIDA FIRE PREVENTION CODE 2001 EDITION, NFPA 101 -2000 EDITION, NFPA70 -1999 EDITION, AND FLORIDA STATUTE 633. 15. CLEARANCES OF 7.5' IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT ARE TO BE MAINTAINED PER NFPA1, SEC. 3 -5.6. 16. AC UNITS WILL BE LOCATED ON THE ROOF, UNLESS OTHERWISE INDICATED ON THESE PLANS. ALL AC UNITS WILL BE LOCATED OUTSIDE THE REQUIRED SETBACKS. 17. SOD ALL AREA IN EXISTING RIGHT OF WAY DISTURBED BY CONSTRUCTION. 18. FFE= FINISHED FLOOR ELEVATION. �� Ns l" OAo _z Cc-'A M'� FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/0, 2 REV. PER CITY COMMENTS 12/16/01 DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 Matthew D. Campo 53988 SHEET TITLE ej member38, 2007' -DAB C ✓ ..,.111 HORIZONTAL CONTROL PLAN SHEET NUMBER 4 2. O 10 20: 30 Scale 1" = 10 ft I I r- n r- K 1 I-,\ LLV ILI V U GENERAL NOTES 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS, AND DOT SPECIFICATIONS, LATEST EDITIONS. 2. GRASS AND MULCH, OR SOLID SOD, ALL AREAS IN EXISTING RIGHT -OF -WAY DISTURBED BY CONSTRUCTION. 3. CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO PUBLIC RIGHT -OF -WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. 4. CONTRACTOR SHALL CONTACT THE ENGINEER AND /OR THE OWNER PRIOR TO ANY CONSTRUCTION THAT MAY DAMAGE TREES. 5. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 6. ALL REAR ROOF DRAINAGE TO BE DIRECTED TO STORM SYSTEM VIA DOWNSPOUTS. 7. ALL FINISH FLOOR ELEVATIONS (FFE) ARE MINIMUMS. 8. SLOPE PERIMETER GRADE TO MATCH EXISTING GRADE AT 6:1 MAXIMUM. 9. CONTRACTOR SHALL PROVIDE REQUIRED DEWATERING. CONTRACTOR SHALL PERFORM HORIZONTAL DEWATERING UPON REACHING A CLAY LAYER. 10. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAT 5:1 VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. 11. SITE IS LOCATED IN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 120103 C 0108 G, REVISED SEPTEMBER 2, 2003. 12. ALL GRADING OF SIDEWALKS AND PEDESTRIAN WALKWAYS SHALL MEET MINIMUM 'ADAM STANDARDS. SIDEWALK CROSS SLOPES AND DRIVEWAY CROSSINGS FOR SIDEWALKS TO BE 2.0% MAX. SLOPE. 13. CONTRACTOR SHALL OBTAIN ALL CONTRACTOR RELATED PERMITS. 14. CONTRACTOR SHALL INSTALL AS REQUIRED: 6" COMPACTED BASE N CRUSHED CONC. N 98% AASHTO T -180 6" COMPACTED SUBBASE N CRUSHED CONC. LBR -40 - 98% AASHTO T -180 TYPICAL FOR ALL PREVIOUSLY LANDSCAPED / OPEN AREAS. 15. CONTRACTOR SHALL REMOVE EXISTING BASE & SUB -BASE MATERIAL FROM PROPOSED LANDSCAPE AREA & REPLACE WITH TOPSOIL AS REQUIRED FOR PROPOSED LANDSCAPING. 16. ELEVATIONS AS SHOWN HEREON WERE BASED ON CITY OF CLEARWATER BENCHMARK "E -06" ELEVATION 23.382, 1929 DATUM. LOCATED IN BASE OF METAL TRAFFIC MAST AT THE NORTHEAST CORNER OF MYRTLE AVENUE AND CHESTNUT STREET. STORMWATER NOTE: STORMWATER HAS BEEN PROVIDED OFF —SITE IN THE CITY OF CLEARWATER DOWNTOWN REGIONAL POND. RCP INSTALLATION NOTE: SITE DEVELOPER SHALL INSTALL MIRAFI 140N FILTER FABRIC, OR EQUAL AT ALL PROPOSED STORMWATER PIPE JOINTS. FABRIC TO BE A MINIMUM OF 30" IN WIDTH CENTERED AT JOINTS. PER CITY OF CLEARWATER SPECIFICATIONS AND STANDARDS PART 'B' TECHNICAL SPECIFICATIONS SECTION IV ARTICLE 19. CITY OF CLEARWATER CONSTRUCTION NOTES: ALL PROPOSED STORMWATER R.C.P. SHALL BE PER THE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART B, OF THE TECHNICAL SPECIFICATIONS, SECTION Iv ARTICLE (19), 'ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC RIGHT OF WAY AND ANY OUTFALL SYSTEM, SHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC or APPROVED EQUAL. FABRIC TO BE A MINIMUM OF 30" IN WIDTH AND CENTERED ON PIPE. C04, i fr Cc - I A JJ RN UI2 mim"RI� 0, Iris r FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. BUILDING ;:..s:,. <; > > >::: ; ASPHALT PAVEMENT 1 REV. PER CITY COMMENTS 10/22/00 2 REV. PER CITY COMMENTS 6" THICK SIDEWALK/ CONCRETE �L FLOW DIRECTION 4" THICK SIDEWALK/ 43.0 a CONCRETE a� PROPOSED GRADE BRICK PAVERS 43.5 TOP OF CURB�RB 4 BOTTOM OF C -- -- PROPERTY LINE M.E.G. MATCH EXISTING A ��Eif: atE'C. SILT FENCE o-!:,L" GRADE GENERAL NOTES 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS, AND DOT SPECIFICATIONS, LATEST EDITIONS. 2. GRASS AND MULCH, OR SOLID SOD, ALL AREAS IN EXISTING RIGHT -OF -WAY DISTURBED BY CONSTRUCTION. 3. CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO PUBLIC RIGHT -OF -WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. 4. CONTRACTOR SHALL CONTACT THE ENGINEER AND /OR THE OWNER PRIOR TO ANY CONSTRUCTION THAT MAY DAMAGE TREES. 5. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 6. ALL REAR ROOF DRAINAGE TO BE DIRECTED TO STORM SYSTEM VIA DOWNSPOUTS. 7. ALL FINISH FLOOR ELEVATIONS (FFE) ARE MINIMUMS. 8. SLOPE PERIMETER GRADE TO MATCH EXISTING GRADE AT 6:1 MAXIMUM. 9. CONTRACTOR SHALL PROVIDE REQUIRED DEWATERING. CONTRACTOR SHALL PERFORM HORIZONTAL DEWATERING UPON REACHING A CLAY LAYER. 10. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAT 5:1 VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. 11. SITE IS LOCATED IN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 120103 C 0108 G, REVISED SEPTEMBER 2, 2003. 12. ALL GRADING OF SIDEWALKS AND PEDESTRIAN WALKWAYS SHALL MEET MINIMUM 'ADAM STANDARDS. SIDEWALK CROSS SLOPES AND DRIVEWAY CROSSINGS FOR SIDEWALKS TO BE 2.0% MAX. SLOPE. 13. CONTRACTOR SHALL OBTAIN ALL CONTRACTOR RELATED PERMITS. 14. CONTRACTOR SHALL INSTALL AS REQUIRED: 6" COMPACTED BASE N CRUSHED CONC. N 98% AASHTO T -180 6" COMPACTED SUBBASE N CRUSHED CONC. LBR -40 - 98% AASHTO T -180 TYPICAL FOR ALL PREVIOUSLY LANDSCAPED / OPEN AREAS. 15. CONTRACTOR SHALL REMOVE EXISTING BASE & SUB -BASE MATERIAL FROM PROPOSED LANDSCAPE AREA & REPLACE WITH TOPSOIL AS REQUIRED FOR PROPOSED LANDSCAPING. 16. ELEVATIONS AS SHOWN HEREON WERE BASED ON CITY OF CLEARWATER BENCHMARK "E -06" ELEVATION 23.382, 1929 DATUM. LOCATED IN BASE OF METAL TRAFFIC MAST AT THE NORTHEAST CORNER OF MYRTLE AVENUE AND CHESTNUT STREET. STORMWATER NOTE: STORMWATER HAS BEEN PROVIDED OFF —SITE IN THE CITY OF CLEARWATER DOWNTOWN REGIONAL POND. RCP INSTALLATION NOTE: SITE DEVELOPER SHALL INSTALL MIRAFI 140N FILTER FABRIC, OR EQUAL AT ALL PROPOSED STORMWATER PIPE JOINTS. FABRIC TO BE A MINIMUM OF 30" IN WIDTH CENTERED AT JOINTS. PER CITY OF CLEARWATER SPECIFICATIONS AND STANDARDS PART 'B' TECHNICAL SPECIFICATIONS SECTION IV ARTICLE 19. CITY OF CLEARWATER CONSTRUCTION NOTES: ALL PROPOSED STORMWATER R.C.P. SHALL BE PER THE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART B, OF THE TECHNICAL SPECIFICATIONS, SECTION Iv ARTICLE (19), 'ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC RIGHT OF WAY AND ANY OUTFALL SYSTEM, SHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC or APPROVED EQUAL. FABRIC TO BE A MINIMUM OF 30" IN WIDTH AND CENTERED ON PIPE. C04, i fr Cc - I A JJ RN UI2 mim"RI� 0, Iris r FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/00 2 REV. PER CITY COMMENTS 12/16/0 DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 Matthew D. Campo 53988 ey :2007 e. r NAME SEAL NO. ~- DATE c SHEET TITLE PAVING, GRADING & r , DRAINAGE PLAN SHEET NUMBER 5 ,f Ire N m_ 2.3. f's 3 --------------- --T-7; i E BUILDING ASPHALT PAVEMENT / <IN # :. %23;...3•.3 #{ 6 i� THICK SIDEWALK /CONCRETE ' t r UTILITY 2.3.'. ✓ ,'C f ,'' .......,k :e .rl 'y 7 .:............ j f.. 2x 50 Sli f, ! , r- `COs,. T--P O� C1 I i� /l PROPERTY LINE T J,r ME Vi r' r� QS ;I i T/ ✓' a F � // E /�I / •E � I- i i�.l LI� E ifs ..................._ ....,,. .,.,_,_.....,.. --- - --- .., x2y, Q - � ♦ � ,�.. ' 3< 23.24 .......... ............. ............. I............. ........... ;.. ........r ............ .............. ....... is E :. 3 a ,.. .,°.,.,.t rL mE � E ,.. � ,.. • .......... ............. ; .. r�.......... ...... �, !/ ............. ............. ............. ............. .............. ............. .............. ...'.... I i j RIM E* " ; I k.! N 2, C' A. `." A tt� II Y % `;' V. i:£ N [.. 8, st..r zl- I:.. ' . , 2,3- Ric I.., ''f' . J � r t Ire N m_ 2.3. f's 3 --------------- --T-7; I I I 1 I I 22 „ � -------- ---- /- -E r- - --- - - - - -- - - -- 22,86 23.02 Iti I.... rdc;..w✓ v .. ................. ............. _...,.. ...... ............................... ...,... FOUND F'' NAIL `F K p ". 23.2 ,3, X23,54 L 6° ASP! 1 15' 'AtLLEY .. d } x 23.36 %- l:i..8 a i BUILDING ASPHALT PAVEMENT / <IN # :. NAME SEAL NO. 6 i� THICK SIDEWALK /CONCRETE ' SHEET TITLE UTILITY NiE I� f, ! , r- `COs,. T--P O� C1 I .. PROPERTY LINE I I I I 1 I I 22 „ � -------- ---- /- -E r- - --- - - - - -- - - -- 22,86 23.02 Iti I.... rdc;..w✓ v .. ................. ............. _...,.. ...... ............................... ...,... FOUND F'' NAIL `F K p ". 23.2 ,3, X23,54 L 6° ASP! 1 15' 'AtLLEY .. d } x 23.36 %- l:i..8 'yre •i' ^.s ° ..sd''�/ . _. _ ..................... ___. ___. ___. � ... J, 'COURT STREET ................... ............ y ASPH. PAVEMENT 1 3 3 i I NOTE: EXISTING POTABLE WATER FACILITIES MAY REQUIRE FIELD ADJUSTMENT. _ •...,,.......t— Mir..': •, °° rj3 .�^ _.£ 6 DOUBLE S L: �= 7” 90° °b S h } r, S E >� SAN. W. C L JAN'0 U T ' ? ! s »1s . x PER CITY DETAla 305 :s, . X. . er I `rte. ,• �f \. : >S, I.i � �E I 1 3 E S I H E 1�0 ) I O ELEV=231 I TOP �.... : #8:.: ` £ F � NA d INV ELEV -20. I � ,b W# ter, 1 R P I 1 t' I 1 a i BUILDING 'yre •i' ^.s ° ..sd''�/ . _. _ ..................... ___. ___. ___. � ... J, 'COURT STREET ................... ............ y ASPH. PAVEMENT 1 3 3 i I NOTE: EXISTING POTABLE WATER FACILITIES MAY REQUIRE FIELD ADJUSTMENT. _ •...,,.......t— Mir..': •, °° rj3 .�^ _.£ 6 DOUBLE S L: �= 7” 90° °b S h } r, S E >� SAN. W. C L JAN'0 U T ' ? ! s »1s . x PER CITY DETAla 305 :s, . X. . er I `rte. ,• �f \. : >S, I.i � �E I 1 3 E S I H E 1�0 ) I O ELEV=231 I TOP �.... : #8:.: ` £ F � NA d INV ELEV -20. I � ,b W# ter, 1 R P I 1 t' I 1 SEW. MANHOLE RIM ELEV =23.20 INV ELEV =19.88 :t. . -:" ; # el i � 22.','.1; Wf. .° 4, . I'- FOR t, O0EN—i,",%,CUT'i]AD 0 3� ,r3 S N - "S'EW . II ( E C3 INSTALLATION STA LAT 101 N R OA D f #£ sx TO BE RE �I,TORED TO �-f I MATCH EX I I ' !ice.' d 11 I ,I -- ?_ 6x2: TAPPING;.: SLEEVE AND 'Irl ' °tr - VALVE PER C 1111"Y OF E ggi �,, #im CLEARWATER (1110 BE ';, .,n,i.;£ PROVIDED BY I C I TY O F d £. £':...% U..r� //� CLEARWATER �c£ PAID FOR BY a' �f , ��, //llam� d a s£ t£ AP P I I CANT .... I I £ I 'In d j I ` II A. nf= E ' FIRE HYDRAN T 1' ;sr »la I I ASSEMBLY P CITY OF yttr 23. '£9 :, INSTALLED rra 1> I I f ` kst,°3 £.�..3 �: _ = ... I _ ..: FR S/W II r' 4.4 .'b ST \,rf f.} f £ 31 L —`" - --Y°0" I --6 t ...1 _.....fA"£r --t ,,; ':.�r£1Fti ...- ......, .., .... ::.' sXF� '^"– ^....,.,.,•••.-- •::r..., ;,.L.,. :`' 3f � % t ., •,ri :y� %trC {; f,:~r 2 2.:� :: -R 22.77 cs iii (, s• J>• %3:v%,, t '; _ �I ` '�'i, .i' -. R3 1; 1i – f... ........... `� ':,'` j ::t> i £ i! n y :..... s.. y.. :Iyr: EI.':..�,: ... N ,. /...it t :...1...,...° .:.2..9.:3 '', r ik `':, s' ° i e.'' � >'s• 1 #' /. , ... ... :: :: :: ::: :. :...i :. I 1 BUILDING ASPHALT PAVEMENT / DATE M NAME SEAL NO. 6 i� THICK SIDEWALK /CONCRETE ' SHEET TITLE UTILITY #...1...1 }1> Ec :.rra I� f, ! , 1,,..'..... °` 1✓ .. PROPERTY LINE NW ! J... ME Vi I QS SANITARY SEWER MANHOLE i . ✓' a � I- i i�.l LI� E ifs ..................._ ....,,. .,.,_,_.....,.. --- - --- .., ■ 1 - � ♦ � ,�.. ' 3< 23.24 SEW. MANHOLE RIM ELEV =23.20 INV ELEV =19.88 :t. . -:" ; # el i � 22.','.1; Wf. .° 4, . I'- FOR t, O0EN—i,",%,CUT'i]AD 0 3� ,r3 S N - "S'EW . II ( E C3 INSTALLATION STA LAT 101 N R OA D f #£ sx TO BE RE �I,TORED TO �-f I MATCH EX I I ' !ice.' d 11 I ,I -- ?_ 6x2: TAPPING;.: SLEEVE AND 'Irl ' °tr - VALVE PER C 1111"Y OF E ggi �,, #im CLEARWATER (1110 BE ';, .,n,i.;£ PROVIDED BY I C I TY O F d £. £':...% U..r� //� CLEARWATER �c£ PAID FOR BY a' �f , ��, //llam� d a s£ t£ AP P I I CANT .... I I £ I 'In d j I ` II A. nf= E ' FIRE HYDRAN T 1' ;sr »la I I ASSEMBLY P CITY OF yttr 23. '£9 :, INSTALLED rra 1> I I f ` kst,°3 £.�..3 �: _ = ... I _ ..: FR S/W II r' 4.4 .'b ST \,rf f.} f £ 31 L —`" - --Y°0" I --6 t ...1 _.....fA"£r --t ,,; ':.�r£1Fti ...- ......, .., .... ::.' sXF� '^"– ^....,.,.,•••.-- •::r..., ;,.L.,. :`' 3f � % t ., •,ri :y� %trC {; f,:~r 2 2.:� :: -R 22.77 cs iii (, s• J>• %3:v%,, t '; _ �I ` '�'i, .i' -. R3 1; 1i – f... ........... `� ':,'` j ::t> i £ i! n y :..... s.. y.. :Iyr: EI.':..�,: ... N ,. /...it t :...1...,...° .:.2..9.:3 '', r ik `':, s' ° i e.'' � >'s• 1 #' /. , ... ... :: :: :: ::: :. :...i :. I 1 BUILDING ASPHALT PAVEMENT / DATE M NAME SEAL NO. 6 i� THICK SIDEWALK /CONCRETE r•t�•.1 � ,�`.�•.e�..;:: tits . •V.4F� .y'•:.•ii;ti a i.'2.1. ; Viti �i!;'::!.~5+tt SHEET TITLE UTILITY #...1...1 }1> Ec :.rra :;\ !v f, ! , 1,,..'..... °` 1✓ .. PROPERTY LINE NW ! J... 6r Vi WATER MAIN QS SANITARY SEWER MANHOLE . ✓' a i E t.E E ..................._ ....,,. .,.,_,_.....,.. --- - --- .., r/^ r`:`•.., _e..- ......_._._._„w_ „M .._. .. / ,�.. ' 3< 23.24 .......... ............. ............. I............. ........... ;.. ........r ............ .............. ....... is E :. 3 a ,.. .,°.,.,.t rL mE � E ,.. � ,.. • .......... ............. ; .. r�.......... ...... �, !/ ............. ............. ............. ............. .............. ............. .............. ...'.... RIM E* " ; I k.! N 2, .. % `;' V. i:£ N [.. 8, I:.. ' . , 2,3- Ric I.., ''f' !� 4 if, 2 8• 24.” .rIli"a e 4'`•" Ci I) -k O 10 20 30 Scale 1" = 10 ft t-1% r— n 1 171% L -LUAU ... :: :: :: ::: :. :...i :. I 1 BUILDING ASPHALT PAVEMENT / DATE M NAME SEAL NO. 6 i� THICK SIDEWALK /CONCRETE r•t�•.1 � ,�`.�•.e�..;:: tits . •V.4F� .y'•:.•ii;ti a i.'2.1. ; Viti �i!;'::!.~5+tt SHEET TITLE UTILITY Q.. 4" THICK SIDEWALK / CONCRETE PLAN BRICK PAVERS -- -- PROPERTY LINE e"ss SANITARY SEWER MAIN � WATER MAIN QS SANITARY SEWER MANHOLE UTILITY NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY ALL SOFT UTILITY LOCATIONS PRIOR TO EXCAVATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY RELOCATIONS NECESSARY TO IMPLEMENT PROPOSED UTILITY PLAN. 3. ALL PROPOSED PRECAST MANHOLES SHALL HAVE EXTERIOR AND INTERIOR COATED A MIN. OF 15 MILS. DRY THICKNESS OF PROCO EP 214 -351 EPDXI- MASTIC per PROTECTIVE COATINGS INC. OR APPROVED ALTERNATE. PER CITY OF CLEARWATER SPECIFICATIONS AND STANDARDS, PART B, TECHNICAL SPECIFICATIONS, SECTIONS IV, ARTICLE (13)(E). 4. PER CITY OF CLEARWATER SPECIFICATIONS AND STANDARDS, PART B, TECHNICAL SPECIFICATIONS, SECTIONS IV, ARTICLE 41.03 (B) (1), "THE DEPTH OF COVER OVER THE WATER MAIN SHALL BE A MINUMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISH GRADE." 5. ALL PROPOSED UTILITIES (FROM THE RIGHT -OF -WAY TO THE PROPOSED BUILDING) TO BE PLACED UNDERGROUND. CONDUITS FOR THE FUTURE UNDER GROUNDING OF EXISTING UTILITIES WITHIN THE ABUTTING RIGHTS) -OF -WAY SHALL BE INSTALLED ALONG THE ENTIRE SITE'S STREET FRONTAGES PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE APPLICANT'S REPRESENTATIVE SHALL COORDINATE THE SIZE AND NUMBER OF CONDUITS WITH ALL AFFECTED UTILITY PROVIDERS (ELECTRIC, PHONE, CABLE, ETC.), WITH THE EXACT LOCATION, SIZE AND NUMBER OF CONDUITS TO BE APPROVED BY THE APPLICANTS ENGINEER AND THE CITY'S ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF WORK. WATER MAIN CONSTRUCTION NOTE: ALL WATER MAINS & FIRE HYDRANT ASSEMBLIES / EXTENSIONS TO CONFORM TO CITY OF CLEARWATER STANDARDS. NOTE: PROPOSED BUILDING IS NOT FIRE SPRINKLERED. U�, - �t(1 O�V I� _ Co �``�C -60 ►MJ1CJ AI ' P—b C r, IN GJ FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/07 i its f- t r"t . C S,' F � �. irD :rF3fi.3 �f s,✓:ib E �.�,. , CTIO `� E:LEVA °ION VIEW D.. it F C:s' .. 8 000 & a° 0: :X 6v -4rz 1,0. °`flE �J ... > sL;,FF: �a: ire °E tnr 7t' t 0.0911 Gallon f;i#L° K 3'i ;s3; -y •\ su3 xtri:,3 t3 £ua•3u,.,F F.s 3ss *Y. "� �.... ......:: .,.... „..- „„ -„-•t . MMbSF 5f37thti`3fF.s",>w`::: SHEET NUMBER 6 \ r �n I � l: Matthew D. Campo 53988 Dre4g 18, 2007''x+ DATE M NAME SEAL NO. SHEET TITLE UTILITY PLAN SHEET NUMBER 6 \ r �n I � l: 4'- swing gate (typ.) 4' Min. ° PLAN drop pin hole N.T.S. (typ,) NOTES: 1.) WALLS a.) New construction: maximum 6' -0' high and constructed of concrete block (8 "x8 "x16 "). Materials used should be consistent; with those used in the construction of and architectural style of the principal building. (Section 3 -802 Materials) b.) Existing: maximum 6' -0' high replacement materials can be made of the some materials as long as they are made of approved opaque material. 2.) FOOTINGS 8 "x16" concrete w /2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w /imbedded 6 "x6 "/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1 - #5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel w /privacy -type slats inserted in galvanized steel mesh fabric, hinge- mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal, 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD S -6" high, 6" diameter steel pipe bollard filled with concrete, painted traffic yellow, imbedded 3' -0" deep in 18" concrete foundation. (See Detail) 2 -1/2" min I O O Tie beam with 1 - #5 rebar continuous 12' clearance min. drop pin (typ.) swing gate (typ.) 1 - #5 at 4' center 6" 8" Z3000 p.s.i. concrete slab with fiber mesh reinforcing - 8 "x 16" concrete footing - w/ 2- #5 rebar (typ.) monolithic, min 6' thickness, 6 "x6 "/ 10x10 W.W.F. ELEVATION N.T.S. CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or equivalent) at 16" o.c.. 4. Hollow Load - bearing Concrete Masonry Units shall be normal weight conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S. in accordance with ASTM C -270. Place all masonry in running bond with 3/8" mortar Joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean -out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after masonry inspection- provided in accordance with ACI 531 -4.6, and before grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the X ", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing. 2" min . N � N O • #3 Bar I�- 7 -1/2" -� #3 Bar Typical Typical SECTION A -A SECTION - SEE INDEX 101 NOTE: Subject to City Engineer's approval. To be used only in unique situations. 2' -8" N 1' -4" T 5 #6 Continuous � cV i � nrr�TirN P,i n n If this point is �- 6" dia. Steel bollards existing joint, 4' Min. then replace ' o conc. Filled (typ) o _ 3,000 psi Fiber 10' -8" °T a. b to � , 6, U p N 48" N a 12' Max clearance min. Grade 14" I O O ,- swing gate (typ.) 4' Min. ° PLAN drop pin hole N.T.S. (typ,) NOTES: 1.) WALLS a.) New construction: maximum 6' -0' high and constructed of concrete block (8 "x8 "x16 "). Materials used should be consistent; with those used in the construction of and architectural style of the principal building. (Section 3 -802 Materials) b.) Existing: maximum 6' -0' high replacement materials can be made of the some materials as long as they are made of approved opaque material. 2.) FOOTINGS 8 "x16" concrete w /2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w /imbedded 6 "x6 "/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1 - #5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel w /privacy -type slats inserted in galvanized steel mesh fabric, hinge- mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal, 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD S -6" high, 6" diameter steel pipe bollard filled with concrete, painted traffic yellow, imbedded 3' -0" deep in 18" concrete foundation. (See Detail) 2 -1/2" min I O O Tie beam with 1 - #5 rebar continuous 12' clearance min. drop pin (typ.) swing gate (typ.) 1 - #5 at 4' center 6" 8" Z3000 p.s.i. concrete slab with fiber mesh reinforcing - 8 "x 16" concrete footing - w/ 2- #5 rebar (typ.) monolithic, min 6' thickness, 6 "x6 "/ 10x10 W.W.F. ELEVATION N.T.S. CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or equivalent) at 16" o.c.. 4. Hollow Load - bearing Concrete Masonry Units shall be normal weight conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S. in accordance with ASTM C -270. Place all masonry in running bond with 3/8" mortar Joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean -out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after masonry inspection- provided in accordance with ACI 531 -4.6, and before grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the X ", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing. 2" min . N � N O • #3 Bar I�- 7 -1/2" -� #3 Bar Typical Typical SECTION A -A SECTION - SEE INDEX 101 NOTE: Subject to City Engineer's approval. To be used only in unique situations. 2' -8" N 1' -4" T 5 #6 Continuous � cV i � nrr�TirN P,i n n Existing Concrete ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 4" Drop at All Drives 5" 1" 1 -1 /2 "R Wearing Surface T J ° 3 rn Ps Base 00 T2 Compacted. . . . Subgrade . . . . STRAIGHT CURB 3' Back of Curb Construction CID Symmetrical About Driveway Face of Wearing Curb Surface 3' TRANSITION AT DRIVES NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, 'with fiber mesh reinforcing. T =6" until W exceeds 6', then T =8" CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 4" Drop at All Drives 2 "R 6" 2" C14 Wearing 3 "R Surface D x:3 %4 "R �: : v :: 0. a : a Base 61 24 Compacted ' Sutigrade NOTE \\ //\ x���/ When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. TYPE I CURB 1" Drop at All Drives Wearing �- 3/4 "R \ Surface :off .� .d Q'. r` Base Compacted Subgrade A AN VALLEY GUTTER CURB I 4 "X8" Interlocking Concrete Pavers, Wash Sand /Cement Mix Into Joints 1/2" - 3/4" Sand Setting Coarse 6" (Min) Concrete 3000 PSI Saw Cut Exist. Asph. With Fiber Mesh 2„ Existing Asphalt e .° a 1209 Ex. Base \ 1/2" Expansion Joint / / \ Stabilized Subgrade FBV 60 2 - #4 Deformed Rebar (typ) *All exposed concrete edges to be hand tooled. PAVING HEADER �c BRICK PAVER DETAIL 4' m;h. 5 l R, Sl rrlih• ehtlol r ter St. IQI St � �o tic t- o � -n \ Gc C, C 4, Gr6 COs cosy � A o� If "x" is less than 48" then the slope of the flared side shall not exceed 12:1. ISOMETRIC VIEW CURB DROP CURB TRANSITION CURB TRANSITION BACK OF SIDEWALK \ FLOW LINE ELEVATION A -A NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. � ode GJ,�tie go ,vV\Jyr � A , i i Match Existing if Grass Planting or Other Existing Sidewalk Non - Walking Surface Grass Planting or Other Non - Walking Surface 6" 4'/5' 6" RAMP CURB 6" Vertical Curb in Transition �R q/ Exist. Type I Curb Remove Back of Curb Flow Line if Existing RETURNED CURB RAMPS VALLEY GUTTER CURB CONC. RAMP Textured Surface 4„ 4. • 12:1 MAX. SECTION B -B Transition NOTE: Wings only if Side Slo es Require. Remove Curb if Existing Exist Conc Drive A Back of Curb Max Slope �1" 1" 10 Max Slope Non -slip surface require- ments, see Note 8. 1/2" Exp. Joint 1/2" Exp. Joint 6„ Property R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION Conc. Sidewalk PLAN VIEW E-D 0 �U R 0 0 4' Min Residential Street 1' City R/W Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut 0 5' Min Arterial Street 2' County R/W or Remove entire Curb and Replace as Part of Sidewalk Ramp. ;.o N [- Modified and Valley Gutter Curbs 1/4" per Foot join exist back of curb Textured Surface 1 120 Max Slope =B,.k.f 3000 psi conc 4" thick. Constr. 6" r thick at driveways with 6x6 #10 .. - welded wire mesh. See note 7. Remove to an \1/2" Expansion Joint even joint or sawcut SECTION A -A SECTION B -B 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. NOTES: 1. Provide tooled Joints at distances matching the width. Also place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. ® 28 days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6 /10x10 welded wire mesh reinforcement. � . S * CO . C\ � c J - J _ Z a y0� IVVId Cu'AJ_M._IJ FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/07 DATE: 812007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER -027 07 Matthew D. Campo 53988 NAME SEAL NO. SHEET TITLE SITE DETAILS SHEET NUMBER 7 i 0 er 17007 ti G7 ri 41 ft� i3 h' N tL If this point is within 4' of an existing joint, 4' Min. then replace Monolithic Slab to the Joint. 3,000 psi Fiber Mesh Concrete °T a. b e r , Existing Concrete ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 4" Drop at All Drives 5" 1" 1 -1 /2 "R Wearing Surface T J ° 3 rn Ps Base 00 T2 Compacted. . . . Subgrade . . . . STRAIGHT CURB 3' Back of Curb Construction CID Symmetrical About Driveway Face of Wearing Curb Surface 3' TRANSITION AT DRIVES NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, 'with fiber mesh reinforcing. T =6" until W exceeds 6', then T =8" CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 4" Drop at All Drives 2 "R 6" 2" C14 Wearing 3 "R Surface D x:3 %4 "R �: : v :: 0. a : a Base 61 24 Compacted ' Sutigrade NOTE \\ //\ x���/ When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. TYPE I CURB 1" Drop at All Drives Wearing �- 3/4 "R \ Surface :off .� .d Q'. r` Base Compacted Subgrade A AN VALLEY GUTTER CURB I 4 "X8" Interlocking Concrete Pavers, Wash Sand /Cement Mix Into Joints 1/2" - 3/4" Sand Setting Coarse 6" (Min) Concrete 3000 PSI Saw Cut Exist. Asph. With Fiber Mesh 2„ Existing Asphalt e .° a 1209 Ex. Base \ 1/2" Expansion Joint / / \ Stabilized Subgrade FBV 60 2 - #4 Deformed Rebar (typ) *All exposed concrete edges to be hand tooled. PAVING HEADER �c BRICK PAVER DETAIL 4' m;h. 5 l R, Sl rrlih• ehtlol r ter St. IQI St � �o tic t- o � -n \ Gc C, C 4, Gr6 COs cosy � A o� If "x" is less than 48" then the slope of the flared side shall not exceed 12:1. ISOMETRIC VIEW CURB DROP CURB TRANSITION CURB TRANSITION BACK OF SIDEWALK \ FLOW LINE ELEVATION A -A NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. � ode GJ,�tie go ,vV\Jyr � A , i i Match Existing if Grass Planting or Other Existing Sidewalk Non - Walking Surface Grass Planting or Other Non - Walking Surface 6" 4'/5' 6" RAMP CURB 6" Vertical Curb in Transition �R q/ Exist. Type I Curb Remove Back of Curb Flow Line if Existing RETURNED CURB RAMPS VALLEY GUTTER CURB CONC. RAMP Textured Surface 4„ 4. • 12:1 MAX. SECTION B -B Transition NOTE: Wings only if Side Slo es Require. Remove Curb if Existing Exist Conc Drive A Back of Curb Max Slope �1" 1" 10 Max Slope Non -slip surface require- ments, see Note 8. 1/2" Exp. Joint 1/2" Exp. Joint 6„ Property R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION Conc. Sidewalk PLAN VIEW E-D 0 �U R 0 0 4' Min Residential Street 1' City R/W Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut 0 5' Min Arterial Street 2' County R/W or Remove entire Curb and Replace as Part of Sidewalk Ramp. ;.o N [- Modified and Valley Gutter Curbs 1/4" per Foot join exist back of curb Textured Surface 1 120 Max Slope =B,.k.f 3000 psi conc 4" thick. Constr. 6" r thick at driveways with 6x6 #10 .. - welded wire mesh. See note 7. Remove to an \1/2" Expansion Joint even joint or sawcut SECTION A -A SECTION B -B 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. NOTES: 1. Provide tooled Joints at distances matching the width. Also place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. ® 28 days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6 /10x10 welded wire mesh reinforcement. � . S * CO . C\ � c J - J _ Z a y0� IVVId Cu'AJ_M._IJ FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/07 DATE: 812007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER -027 07 Matthew D. Campo 53988 NAME SEAL NO. SHEET TITLE SITE DETAILS SHEET NUMBER 7 i 0 er 17007 ti G7 ri 41 ft� i3 h' N tL 2 3/8" - - -.. _.._.. DRAWN BY: BLM DESIGNED BY: i" BEDDII` DISABLED A P RKING SIGN WHITE BORDER 1/8" SAND FILLED JOINTS _ _ _ _ _ . _ _ _ _ _ .. _ 2 - 3/8" TARMAC PAVER - APPIAN STONE. PR EQUAL) 7. { OR APPROVED U O COURSE - 1" WASHED CONCRETE SAND (ASTM C33) 61111:3:J,IN 12" CRUSHED ROCK BASE: per ASTM D 2940. COMPACTION IS RECOMMENDED TO NOT LESS THAN 95% PROCTOR DENSITY IN ACCORDANCE WITH ASTM D 698 FOR PEDESTRIAN AREAS & RESIDENTIAL DRIVEWAYS. COMPACTION IS RECOMMENDED TO NOT LESS THAN 98% MODIFIED PROCTOR DENSITY ACCORDING TO ASTM D 1557 FOR VEHICULAR AREAS. COMPACT 12" SUBGRADE: TO AT LEAST 95% STANDARD PROCTOR DENSITY PER ASTM D 698 FOR PEDESTRIAN AREAS AND RESIDENTIAL DRIVEWAYS. COMPACTION TO AT LEAST 95% MODIFIED PROCTOR DENSITY PER ASTM D 1557 IS RECOMMENDED FOR AREAS SUBJECT TO HEAVY VEHICULAR TRAFFIC. STABILIZATION OF THE SUBGRADE AND /OR BASE MATERIAL MAY BE NECESSARY WITH WEAK OR SATURATED SUBGRADE SOILS. (ASTM C936 -82) STANDARD SPECIFICATION FOR SOLID CONCRETE INTERLOCKING PAVING UNITS THIS SPECIFICATION COVERS THE REQUIREMENTS FOR INTERLOCKING CONCRETE PAVERS MANUFACTURED FOR THE CONSTRUCTION OF PAVED SURFACES. UNITS SHALL NOT BE GREATER THAN 6.5 INCHES (160MM) IN WIDTH, 9.5 INCHES (240MM) IN LENGTH, OR 5.5 INCHES (140MM) IN THICKNESS. SIDEWALK PAVER DETAIL N.T.S —^ fHANDICAPPED SIGN SEE INDEX NO. 119 CONC. WALK RAMP DOWN CONC. WALK SEE INDEX NO. 1091 BLUE TRAFFIC WHITE 6' STROKE o (TYPICAL) 10 �n 60. 5' -0' 2" (TYPICAL) T 12' -0' I 5' -0' 17' -0' 6' WIDE TRAFFIC WHITE STRIPE (TYPICAL) NOTE: All pavement markings to be thermoplastic. C z - J = a -- E J -- U = Z Co y9 . ENV Id Cc -� M11 _I _1._IJ FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33 ' PHONE: (813) 215-7372. FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO.I DESCRIPTION I DATE 1 IREV. PER CITY COMMENTS 110/22/07 DATE: 812007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM STANDARD PRE-PAINTED DISABLED A P RKING SIGN WHITE BORDER ON 1/8- THICK SHEET & SYMBOL ALUMINUM BLUE BACKGROUND ...:::: >...... . . :.......:.:.: ....... ::: . ...:.....:::::.:....:.:........ PARKING BY ' BLACK BORDER DISABLED & LETTERS PERMIT WHITE BACKGROUND ONLY BLACK BORDER $255 FINE F. S. 318.14 °) WHITE ACKGROUND ALL LETTERS � J 1" SERIES "C" N °. 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE �I vI N� °I Ia. I 8 "X2' -6" CONCRETE MASS. A.. a. I I I I+ FINISH TOP OF MASS LEVEL % WITH A SLIGHT RAISED WASH I I I APPROXIMATELY 1/2" ABOVE d' 1 1 d Q.0 a. °: LEVEL OF TURF /SOD. 0 ' a CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY AC DATE HANDICAPPED SIGN DETAIL 1 12/99 Updated CHECKED BY TYPICAL HANDICAPPED 5 ss INDEX N0. Ftne M C. M.O. SIGN DETAIL 119 REV. DATE DESCRIPTION APP, DESIGNED BY M.G. 1 1 OF C z - J = a -- E J -- U = Z Co y9 . ENV Id Cc -� M11 _I _1._IJ FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33 ' PHONE: (813) 215-7372. FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO.I DESCRIPTION I DATE 1 IREV. PER CITY COMMENTS 110/22/07 DATE: 812007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 Matthew D. Campo 53988 De e(17; 007," I ' NAME SEAL NO. DATE,,' 1y +. SHEET TITLE .SITE DETAILS SHEET NUMBER 8 i,r ' NOTES: 2 "s2" Stakes 2' in the ground Wire Tie 1. Single row of Strawbales or Silt Fence to be placed prior to the start of rough grading. Bolen getter tightly together 2. MAINTENANCE: All erosion and siltration control devices shall be checked = regularly, especially after each rainfall and will be cleaned out and /or repaired y ,1 iy as required. LAKE ^4 ; ' O O O 0000000 13a000013 oan0000eo ` = . STORM `°� 000000000 261" n o 0 0 0 o a n NON- PENETRATING 0000000 PICK HOLE 20J" MACHINED Proaesembled Silt Fence 13 IO 13 SURFACE or Strawbales (opaanal) STRAWBALE SILT BARRIER COVER PLAN 0 4' ADJACENT PROPOSED ADJACENT I FLOW HOME FOOTPRINT HOME °� I- 221 " -I OF HOME 511t stop Post Baaknll .� � RING 1L1_ Native Sail COVER SECTION PROPERTY LINE Evenly eproad straw RECOMMENDED from aproximately TOE -IN „ >;.... -. 4-5 strawbales �• (�1sua tsrr PREASSEMBLED SILT FENCE NOTES: CITY OF CLEARWATER, FLORIDA 1 - LOAD RATING TYPE M HEAVY DUTY PUBLIC WORKS ADMINISTRATION 2 - TOTAL WEIGHT: 195 LBS. y CURS k CUTTER ENGINEERING REORAMN BY SINGLE FAMILY HOME DATE 3 - COVER WEIGHT: 105 LBS. CITY STREET Pwo aiECxm er EROSION CONTROL DETAIL INOEx Na DESIGNED 9Y TEMPORARY STRAWBALE REV. DATE otSCRIPTIDN APP. RJI SEDIMENT BARRIER aF t Spacer Block Building Block Laid 6" From Throat Web Horizontal. Roll of 12 1/2" Guage Fence, 2 "x2" Mesh, 8" Diameter Filled With 3' Spacer Block NOTES: 1. Fiberous filler material in front of block prevents gravel from washing into structure, 2. 2 "x4" Behind block and across throat helps keep block in place. Place in outer hole of spacer block. 3. Bales of hay and sod, similarly placed, may also be used. Gravel Filler 2 "x3" Perferred Sill Spacer Block DATE I DESCPoPTION FILTER FABRIC MATERIAL FIberlous Filler Material Building Block or Drilled 2 "x6" 2 "x4" Timber RING - HALF PLAN 04 0 0 36" I--- 23" M 1 121" D 0) `o I� STORM SEWER RING & COVER DETAIL r 4 Required s C. i. _ o 22 -3/4" -{ ��" I RING - SECTION Machined Surface Minimum Weight 7" 232 lbs. 9" 278 lbs. SOLID COVER SECTION NOTES Minimum Weight 128 lbs. 1. Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible. CITY of CLEARw t d t PUBLIC WORKS A >" � --•FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL `:''. � >, 45' FITTING CAN BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS BACKFILLED BUILDING FOOTING .:`;:!,: :': X45' FITTING /-MAIN LEADER L0 2. Manufacturers model of s orm ring an cover o fD N Ki N r7 N B u 2" Clear II m 1� I� 4 Bar ® 1 1`6 N N II L J be approved by City Engineer. FILTER FABRIC MATERIAL PLACE THE END POST OF THE PROPOSED w SECURELY FASTENED To SECOND FENCE INSIDE THE BY CITY OF CLEARWATER, FLORIDA THE POSTS OR IF USED END POST OF THE FIRST 3. Perforated covers, when required shall be similar 11 THE WIRE MESH FENCE o�a 2.0% By ENGINEERING DEPARTMENT N to solid covers. � EXTEND INTO A TRENCH AND LEAST 180 DEGREES IN BRICK aE CNm BY WOOD OR BE ANCHORED WITH COMPACTED A CLOCKWISE DIRECTION TO 1L� ERS - REV, BATE DESCRIP11oN APP, D.G.B. TLMB RIFF 9 6 94 DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS ABOUT 10 3000 P.S.I. IEa(ED BY TEMPORARY SEDIMENT 1ND6o4a 4 -INCH BY BURY FLAP 10 INCHES ,'\ 4 -INCH TRENCH "'" \ \� EXIST. `; ;' TRAP AT CURB INLET (MIN)' CITY OF CLEARWATER, FLORIDA 48" RCP PUBLIC WORKS ADMINISTRATION PRO er ENGINEERING 1 aF 1 * DRAWN BY INSTALLING A FILTER DATE 02 MANHOLE W/ "J" CHECKED BY FABRIC SILT FENCE INDEX NO BTM B.G. DOWNSPOUT REV. DATE DESCRIPTION APP, DESIGNED BY 1 OF 3 ROOF LEADER CONNECTION TO DOWNSPOUT - REFER TO ARCHITECTURAL PLANS BUILDING WALL SITE CONTRACTOR SHALL INSTALL ROOF LEADER CONNECTION TO THIS POINT FINISH GRADE >" � --•FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL `:''. � >, 45' FITTING CAN BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS BACKFILLED BUILDING FOOTING .:`;:!,: :': X45' FITTING /-MAIN LEADER JU 25 20 15 10 NOTES: 1. REFER TO SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS. 2. SITEWORK CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND MATERIAL UP TO THE DOWNSPOUT CONNECTION. 3. ACTUAL DOWNSPOUT CONNECTION SHALL BE SUPPLIED AND INSTALLED BY BUILDING CONTRACTOR. ROOF LEADER CONNECTION DETAIL N.T.S. N L0 ' �, \.'•�\ ",, ., TRENCH ATTACHING TWO SILT FENCES fD N Ki N r7 N B u 2" Clear II m 1� I� 4 Bar ® 1 1`6 N N II L J 4' -10" FILTER FABRIC MATERIAL PLACE THE END POST OF THE PROPOSED w SECURELY FASTENED To SECOND FENCE INSIDE THE J J w 5 , w w TYPE "F" THE POSTS OR IF USED END POST OF THE FIRST HEADER 11 THE WIRE MESH FENCE o�a 2.0% APPROXIMATELY 8 INCHES OF - N FILTER FABRIC MATERIAL MUST ROTATE BOTH POSTS AT � EXTEND INTO A TRENCH AND LEAST 180 DEGREES IN BRICK ° 2" m WOOD OR BE ANCHORED WITH COMPACTED A CLOCKWISE DIRECTION TO 1L� ERS - STEEL POST BACKFILL MATERIAL CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL �2" RIFF i IL A 11 DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS ABOUT 10 3000 P.S.I. ' / r APPROXIMATE 1 1 1 INCHES INTO THE GROUND AND CONCRETE 4 -INCH BY BURY FLAP 10 INCHES ,'\ 4 -INCH TRENCH "'" \ \� EXIST. `; ;' (MIN)' CITY OF CLEARWATER, FLORIDA 48" RCP PUBLIC WORKS ADMINISTRATION ENGINEERING * DRAWN BY INSTALLING A FILTER DATE 02 MANHOLE W/ "J" CHECKED BY FABRIC SILT FENCE INDEX NO BTM B.G. REV. DATE DESCRIPTION APP, DESIGNED BY 1 OF 3 JU 25 20 15 10 NOTES: 1. REFER TO SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS. 2. SITEWORK CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND MATERIAL UP TO THE DOWNSPOUT CONNECTION. 3. ACTUAL DOWNSPOUT CONNECTION SHALL BE SUPPLIED AND INSTALLED BY BUILDING CONTRACTOR. ROOF LEADER CONNECTION DETAIL N.T.S. N L0 6" fD N Ki N r7 N B u 2" Clear II m 1� I� 4 Bar ® 1 1`6 N N II L J 4' -10" II II 2" PROPOSED w PAVING J J w 5 , w w TYPE "F" I :lea HEADER 11 0.5% INLET o�a 2.0% 2.0/0 0 D 4.7/0 - N BRICK � ASPHALT PAVERS BRICK ° 2" m PAVEMENT 1L� ERS - �04 Bar ®12" qtrs. �2" i IL A 11 6" THICK 18" RCP 3000 P.S.I. CONCRETE - EXIST. `; ;' 48" RCP PROP. DOGHOUSE MANHOLE W/ "J" BTM SECTION A -A SCALE: HORIZ: 1" = 10' VERT: 1" = 5' EXIST. LEXIST. GRADE 25 20 15 10 1 OF 1 5' -4B M L A PLAN B -I 4' -0" Tn l F,Ino" Tn D Rnrlk SECTION AA �- #4 Bars ®t2" Ctrs. SECTION BB S-14, 11 /3 x 3 x g" (119 Barrse11 C7 i "Notch Permitted (At The Option Of The Manufacturer) t3 x 3 xA A L 5' -4" 6" 1 II B" II 8" B u 2" Clear II m 1� I� 4 Bar ® 1 14- II L 4' -10" II II 2" I 0 0" o o m u_ vi m E c U ans O 2"� €N %0 0 fi o o I :lea 12' 11 II >� "Ctrs. II - - N SECTION AA �- #4 Bars ®t2" Ctrs. SECTION BB S-14, 11 /3 x 3 x g" (119 Barrse11 C7 i "Notch Permitted (At The Option Of The Manufacturer) t3 x 3 xA A L 5ILLL UKAIL PLAN B Be l Decking, Weight 630 Lbs. Main Barse >w Intermediate Barsll' 4' , Reticuline Bqts tr x 4' -10" Lifting Loop lolt 2 Decking 4'-81" 2" 6" 5' -4" 6" 1 II B" II 8" 2 14- II L 4' -10" o II II - IP 12' " 5ILLL UKAIL PLAN B Be l Decking, Weight 630 Lbs. Main Barse >w Intermediate Barsll' 4' , Reticuline Bqts tr x 4' -10" Lifting Loop lolt 2 Decking 4'-81" 2" 6" 5' -4" 6" 1 a 6 -3" 2 Tool Edges To Radi 12/17/07 4' -10" o 5ILLL UKAIL PLAN B Be l Decking, Weight 630 Lbs. Main Barse >w Intermediate Barsll' 4' , Reticuline Bqts tr x 4' -10" Lifting Loop lolt 2 Decking 4'-81" 2" 6" 5' -4" 6" 1 a 6 -3" 2 Tool Edges To Radi 12/17/07 % � C m o Eto c o I E % m o 2" y o c E E 1 o I 0 1U C 11) 2L2 _,0 ; UDODN 12' " II >� II 12" 8 N � �I ° 2" m ��� 11� 1L� 1L� �04 Bar ®12" qtrs. �2" i IL A 11 N SECTION CC SECTION DD 5tc IIUN AA fF9 cars tv Ic Lira. cV TYPE G i�T InIetCY* SYd iv Inle S7°,d goal c o.4 ,0 2. c z GENERAL NOTES I 2' 1. These inlets are designed for use in �3 x 3 x' I F 0.3 9 ❑ F 6 ditches, medians, pavement areas, or other L D� ❑ *For Estimating areas subject to heavy wheel loads where C Purposes Only Sod debris is minimal and is subject to pedes- STEEL GRATE 1' -6" trian and /or bicycle traffic. Sod SOD ONLY 2, When alternate G rate is specified In Steel Grating, Straight Bars 3�1' 9 P Reticuline Bars 2 "1 3" Concrete Pavement plans, the grate Is to be hot dipped galva- �/p PAVT. AND SOD nized after fabrication. TYPE(- E F Notes: 1. Pavement and /or sod to be used only where called for in the plans. 3. These inlets may be used with Alt. B 2. Cost of paving to be Included in cost of inlet. structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the PAVEMENT AND SODDING contract unit price for Inlets DT Bot) (Type F (or G)) (J Bot, Depth), Ea. •►-- PAVEMENT ROAD BAS 2' 1 COMPACT IN 12" LAYERS 12" ABOVE PIPE tLCOMPACT IN 6" LAYERS COMPACT IN 3" LAYERS 12" PIPE DIA. 12" NOTES: 1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO 100 OF MAXIMUM DENSITY BY A.A.S.H.T.O. T -99, METHOD C. 2. TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH. 3. REPLACEMENT OF PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS. TRENCH BACKFILL DETAIL N.T.S. ' '711) Suitable backfill compacted in 12 -inch lifts to 98% of the maximum :` • "`'\ modified proctor density •, N i • Suitable backfill compacted in 6 -inch lifts to 98% of the maximum ,.. modified proctor density f Compaction by hand in layers of f �� �! /.'f� 6 inches, lightly consolidated to Centerline NOTES: 1. Type 2 trench is defined as a flat- bottom trench. Backfill lightly consolidated to centerline of pipe. 2. This standard shall be utilized in the absence of specific standards. The standard of the agency controlling the Right -of way shall govern unless otherwise directed by the Engineer. 3. Suitable backfill. shall be defined as material free from cinders, ashes, refuse, organic matter, boulders, rocks or stones, or other material that in the opinion of the Engineer is unsuitable. TYPICAL TRENCHING, BEDDING AND BACKFILL DETAIL FOR PAVED AREAS N. TS. SECTION BB DITCH BOTTOM INLETS TYPES F &G 233 1 of 1 SPECIFICATIONS: PER FLORIDA D.O.T. ASPHALT EA BE LAPPED Sc FEATHERED TYPE Ill TACK 6 IN. OR 6 IN. SURFACE JOINT TYPE S -1 -A.C. (SAWED) 1 -1/2 IN. MIN. f CUTS BASE/ �6" STABILIZED BASE ": ^i'''` Z MINIMUM LBR 100 ' ;, 6 IN. 6 IN. CLEAN, DRY BACKFILL ? TRENCH MATERIAL ONLY . MECHANICALLY TAMPED to :' IN LAYERS NOT TO M ���JJJJ EXCEED SIX INCHES. ''` "" 96� OF AASHTO T -180 DENSITY LBR 40 '` 1.I�I� 12 IN. VARIES 12 IN. BASE MATERIAL SHALL BE ONE OF THE FOLLOWING: 1. 6 IN. MINIMUM - TYPE S -1 OR TYPE III ASPHALTIC CONCRETE 2. F.D.O.T. APPROVED 6 IN. MINIMUM SHELL BASE. MINIMUM DENSITY SHALL CONFORM TO AASHTO T -180 LBR 100. 3. 10 IN. MINIMUM - CRUSHED CONCRETE (COMPACTED). T REPLACEMENT ROAD CU TYPICAL N.T.S. 12„ (TYP.) o. _ -,; *� z • � � i t � i'�^^'^ .� s i 5{"� ^�'s„ , %�T F +� stJ li•" -'�'s, rt } f � s � ��� ! i E i s 'i - !fi s -.l �',�`"'2t C's<> ; ks� % r �•,,.- ^'�e'x ns r BEDDING DEPTH i 3• )£,r (SEE NOTE 1) �`r� : ,'�•s3 °`t '> > .:t ' :¢',:5. �; t t , ,�� s a ,4 .f },. ; "i"ti ?' ''`,r r , € NOTES: 1. BEDDING DEPTH SHALL BE 12" UNDER SANITARY MANHOLES AND DRAINAGE STRUCTURES, 18" UNDER SANITARY WET WELLS. 2. IF STRUCTURE INCLUDES WEEP HOLES, ROCK SHALL BE WRAPPED IN FILTER FABRIC THAT MEETS THE REQUIREMENTS OF F.D.O.T. SPECIFICATION SECTION 985. STANDARD BEDDING N.T.S. 1.5" TYPE S -1 ASPHALT COMPACTED TO 95 PERCENT OF MARSHALL DESIGN DENSITY 6" CRUSHED CONCRETE 98% MODIFIED PROCTOR MAX. DRY DENSITY, ASTM -1557, LBR 100 12" STABILIZED SUBGRADE 98% OF MODIFIED PROCTOR MAX. DRY DENSITY, ASTM- D1557, LBR 40 ON -SITE ASPHALT PAVEMENT SECTION NTS - I� Co 111111tT`` �Qy VId CAIJ M J�J X11' -t, Ir20mi FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, F L. 33605 PHONE: (813) 215 -7372 3P FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/07 2 REV. PER CITY COMMENTS 12/17/07 DATE: 812007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 f �w" c a I � •,,, Matthew D. Campo 53988 Dec ' be`rr 7, 2007 ' = r' NAME SEAL NO. DATE SHEET TITLE PAVING, GRADING'- & DRAINAGE DETAILS SHEET NUMBER 9 TYPICAL VALVE SETTING n.t.s. Adjustable C Valve Box ° L o L When Valve Occurs in Roadway, io 0 set Base on 10- Common Brick. I 0 CV 0 L CL ° 0 Water Main Mech. Joint Valve Restraining Joint TYPICAL SECTION NOTES: 1. 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADWAY (NOT REQUIRED ON SERVICE REPLACEMENT). 2. PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB. 3. WATER MAINS TO BE MIN. 30" BELOW GRADE and APPROX. 4' BACK OF CURB 4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT -OF -WAY. 5. SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE. L O N L U] - �- 2' (Typ) cv - 1 18" Min. .. 12 " -18" 30" Min. 3/4 " Polyethylene Water Service Tubing Threaded Curb Stop n 2" PVC Conduit Corporation Stop (Typ.) P (Typ. 5/8" meter) (Typ.) Water Main SERVICE CONNECTION DETAIL NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO. 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED (TEST FOR ONE HOUR ® 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING AND CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. ®5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO MAINS. 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 ". ® Threaded Corporation Stop Curb Stop MUELLER B -25008 MUELLER H24350 or Ford or approved equal B43- 332 -WQ with Lock Wing and (Tap at 45' Angle) Compression inlet (3/4" or 1" use meter swivel nut, 1 -1/2" or 2" use FIP outlet) or approved equal Water Service Tubing Driscopipe 5100 or Endot /Yardley X Blue Jet, SDR 9, 3408 Polyethylene ®Iron service saddle 1. BEND - INLET AND OUTLET TEES BRANCH 2. TEE - OUTLET BRANCH Ford FC 202 series 3. OFFSETS - INLET AND OUTLET 45 4. CAPS w /stainless steel band 5. PLUGS 4 6. DEAD ENDS 21 CITY OF CLEARWATER. FLORIDA Water Main ® OS 6 12 PUBLIC WORKS and epoxy coated ON ALL TEES, A MININUM OF 5' SHALL BE W not Tuna, W= 8 NINEERINIGISTRATION ductile iron body or y RESTRAINED ON EACH SIDE OF FITTING (ft.) '�'ld° °ia `"" 1°' "'MF oer NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE 01 D15 92 approved equal. 12 RM WATia sEAY10T 71°107 ool Q¢afm BY er WATER MAIN SERVICE INDEx N0. X13 CONNECTION DETAIL VALVE REV. DATE DESCRIPTaN APP• oeaaM+m R.S.F. 1 1 0 17.625 in m 30.5 in _ r 0.75 in -� HOPE N 0.550 in METER BOX ' - �-- 3 in 1 5 in I� : LONG SIDE VIEW SHORT SIDE VIEW DUCTILE IRON AND LID 01 POLYMER CON( WITH DUCTILE TOP VIEW SINGLE SERVICE METER BOX P.V.C. PIPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET TEES BRANCH 2. TEE - OUTLET BRANCH 11.25 3. OFFSETS - INLET AND OUTLET 45 4. CAPS 4 5. PLUGS 4 6. DEAD ENDS 21 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS L � f Megalug Restrainer (Typ.) 3 6 12 r Ebba 1500 Series (Typ.) � \ ON ALL TEES, A MININUM OF 5' SHALL BE 8 RESTRAINED ON EACH RUN LEG 8 L = MINIMUM LENGTH TO BE 38 RESTRAINED ON EACH SIDE OF FITTING (ft.) 85 FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE. B" PVC MAXIMUM SIZE USED IN SYSTEM NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE DETAILS BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT o C! NOM. ELBOWS (deg.) VALVE O BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 Water Service (Typ-) '%�Sanitary DEAD RESTRAINERS. PIPE SIZE 2. IF TEES BRANCH END 11.25 22.50 45 90 4 2 4 9 21 28 46 6 3 6 12 29 47 65 8 4 8 16 38 66 85 TYPICAL FIRE HYDRANT SETTING n.t.s. m c Back of Curb Max. 15' - Min. 4' or 18" Min. Edge of Pavement 24" Max. Distance Varies Valve Box , i I c I � I I m , I N Mech. Joint Valve / ONLY APPROVED / ®Kennedy Guardian No. K -81D Muller Centurion No. A -423 U.S. Pipe Metropolitan NOTES: I Restraining Joint (Typ.) 1. Steamer Connection to Face Street. CITY OF CLEARWATER, FLORIDA 2. All Fire Hydrants to have 5 1/4 Valve Seat. PUBLIC WORKS ADMINISTRATION 3. Fire Hydrants Shall be Placed at Street Comers ENGINEERING or in the R.O.W. Adjacent to Side Lot Lines B1'p Y TYPICAL HYDRANT play 2 - SETTING Whenever Possible. 1 9/04 Revised Note G.L.B. Di.CKEQBY CROSS-SECTION �NDptNa 4. See Sheet 3 for Typical Connections & Fittings. REV DATE DES00"ON APP, oE9SWEDF1er OF 4 al L TYPICAL FIRE HYDRANT SETTING n.t.s. Back of Curb Max. 15' - Min. 4' or 18" Min. Edge of Pavement 24" Max. Distance Varies Valve Box , I c -T- LiI � to i(NI Mech. Joint Valve ONLY APPROVED /// Kennedy Guardian No. K -81A Muller Centurion No. A -423 U.S. Pipe Metropolitan NOTES: I I Restraining Joint (Typ.) 1. Steamer Connection to Face Street. CITY OF CLEARWATER, FLORIDA 2. All Fire Hydrants to have 5 1/4" Valve Seat. PUBUC WORKS ADMINISTRATION 3. Fire Hydrants Shall be Placed at Street Corners ENGINEERING or in the R.O.W. Adjacent to Side Lot Lines REDRA""sY TYPICAL HYDRAN�p"- 1 B.V.D. Whenever Possible. er SETTING ` "BY CROSS- SECT1oN 4. See Sheet 3 for Typical Connections &Fittings. REV. DATE DESa«nw APP• T.C.J. 2 OF 4 AMMON T -LOX LIA TOP OF BENCH TO MATCH TOP OF MANHOLE cur our,,,, ►m RUN PVC LINER DOWN TO B' ABOVE MANHOLE FLOOR . San. Sewer REMOVED SECTION OF PRECAST MANHOLE - BASE SLAB APPLY BONDING AGENT AMERON T -LOX LINER o A A } E ' L BENSLOPCH' AST CONCRETE MANHOLE SIANaWO UWHOLE DETAILS) TOP SECTION UTHIC POUR OF INVERT I w /CLASS 'b" CONCRETE • EXTENSION REQUIRED FOR DOGHOUSE STYLE MANHOLES •� TYPICAL WIDTH OF OPENING IS SECTION 'A -A' 24' FOR AN Sr,Ia 112' - 1'-0' REMOVE TOP SECTION OF PIPE REMOVED SECTION OF AMERON T -LOK LINER PRECAST MANHOLE TOP OF BENCH TO MATCH ems. II I TOP OF MANHOLE TOP OF Cur OUT cur OUT FILL ANNULAR SPACE BETWEEN SLOPE BENCH MANHOLE CUr OUT & EX. PIPE REMOVE TOP S£CRON OF PIPE Ex. Son. Sewer DOGHOUSE MANHOLE PLAN VIEW SCALE 112' _ 1'-0' MANHOLE BASE slAe :.r., M=6 & WALL (BEYOND) L e`; NON WOVEN FILTER FABRIC ,57 STONE PRECAST SECTION "B -B' HOLE DETAILS) SCALE 112'- r v DOGHOUSE MANHOLE DETAIL & SECTIONS 0 o 0 0 Top View Approved Backflow* Prevention Device Water Meter Connection Flow Ford Regulator Adaptor Ford Angle Valve (Typ.) Meter C N N ° v Brass a� cn Nipple °, N 12" v 1 TYPICAL SINGLE DEVICE 3/4" and 1" MODELS NOTE: Device must be Installed level. CITY OF CLEARWATER, FLORIDA * APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES PUBLIC WORKS ADMINISTRATION ENGINEERING Hersey -Beeco Model FRP II Hersey -Beeco Model FDC -VII& Y TYPICAL METER SETS W 02 94 Watts Model 909 or 009 Watts Model 709 or 007 aEaan er BACKFLOW PREVENTERS ,N a Conbraco 40200 Conbraco 40100 Dmaxm er 3/4:' and 1 MODELS REV. DATE DESaDpTION App. 1 OF 5 Lapped Plug END CONNECTION )FF 2" Ball Valve D Hose Bibb 3/4" Galvanized 2" Galvanized 2" Corporation Tapping Saddle - I I TOP CONNECTION Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal ( TAP AT 45' ANGLE ) Saddle required on 4" P.V.C. only �\ Water Service Tubing ® Iron service saddle `X" Driscopipe 5100 or Endat /Yardley Ford FC 202 series "I �` Blue Jet, SDR 9, 3408 Polyethylene 0 w /stainless steel band or approved equal. Water Main CHLORINATION TAP N 0` I RING - HALF PLAN • Pick Hole? to 1-1/40 - •4 Required ❑ ❑11 ❑11 11 SANITARY 11 ❑❑❑11 11 ❑❑❑❑ 01 0` 1� RING - SECTION Minimum Weight 7" 232 lbs. 9".278 lbs. NOTES 1. Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible. 2. Manufacturers model of storm ring and cover to be approved by City Engineer. ❑13 11 ❑❑❑❑❑❑ Non Skid 11 11 11 11 11 11 11 Pattern Required COVER TO BE NON ° ° ° ❑ ❑ CLEARWATER / PRIVATE STAMPED. SOLID COVER �• M N I L- 22 -3/4" � � ° Machined Surface SOLID COVER SECTION Minimum Weight 128 lbs. CITY OF CLEARW I 9" When roadway base is 8 7" When roadway base is 6" & 3' -0" it cases. i NOTES: Lamp holes shall have a waterproof bituminous coating on the exterior, Koppers Bltumastic Black 300M, or Proco EP -214. Plug to be plastic with "0" ring or VC with "0" ring. P.V.C. pipe entry requires transits manhole coupling accessory by Johns Manvilie or equal approved water stop coupling. as requirea 8" Stub Plug (See Note) 6" Concrete Base- 4' -0" Finish grade to allow R/W 0.4' min., 1.0' max. fall from property line to back of curb. , 1 Minimum 36" Behind Back Of Curb Or Edge of Pavement --,_ "A asonary �o # 3 Rods ® 12" Double -Sweep Tee 5- or as Directed by the City Engineer CITY OWNED HOMEOWNER OWNED _ AND MAINTAINED AND MAINTAINED ervice Lateral ANY VARIANCE MUST HAVE WRITTEN (ZP r`Tlr)KI APPROVAL OF THE CITY ENGINEER. Lot 2. IF Lot DATE: 812007 Lot REVIEWED BY: MDC wrn DRAWN BY: BLM Pr /w line PROJECT NUMBER 07 -027 i r •I Water Main T Matthew D. Campo 53988 r 17, 2007 NAME SEAL NO. DATE Curb/ UTILITY DETAILS o C! O San. O � Water Service (Typ-) '%�Sanitary M.H. Lateral Curb (Typ.) Sidewalk r w ne Wm 2' joint In pipe entry 2' -- 10' NOTE: SANITARY LATERALS TO BE \-Side Lot Line Lot WITHIN 10' OF CENTER OF LOT ON I (Typ.) DOWNHILL SIDE OF CENTER OF LOT. PLAN VIEW Rim M.H. C of Street PROFILE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT SANITARY LATERAL TE B.V.D. OB 30 94 1E aCNm er I LOCATIONS u 305a DATE DMMPTiON App, APPROVED BY 2 OF 2 G.C.H. 9 5/8" Cleanout Plug Concrete Pad 4" 10 5/8" Thick x 1' -6" 5q. � g 7 /8" 6" or 8 "- 1/8 Bend Sewer Main - CLEANOUT DETAIL N.T.S. M Plug (See Note) 8" 13 1/2" CLEANOUT PLUG DETAIL NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. ' •,, G�, 4� � . _J _ _ Z > _ �J = sdr� rrrl iI111T```���y �NVId 13PCMA JJ �JJ FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/07 SHEET NUMBER 1d i, �J•j 1 -i c I DATE: 812007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 i r •I 11 T Matthew D. Campo 53988 r 17, 2007 NAME SEAL NO. DATE SHEET TITLE UTILITY DETAILS SHEET NUMBER 1d i, �J•j 1 -i c MAI NTAI N ED S E.P?ED I'H E D G I N G 1 & PLANTINGS; J R N 0-9 TG----..B..E-..- AT 3 6 ", ANTANA TO BE AT 18 JUNIPER {GROUND COVER TO BE " i f AT C-1 TY P f` r l 1 7 % 01 � F`(y ;>, fl I A,: I Lu I >' z W I � I W I> Q I I CL 20'x2Q SIGHT VVI S I B I L,11 ITY i I O TR IAN I S O 10 20 30 Scale 1 = 1 O ft SIGHT TRIANGLE NOTE: ALL LANDSCAPE WITHIN THE SIGHT TRIANGLE SHALL NOT EXCEED 30" IN HEIGHT. PROPOSED PLANT LEGEND II II II II II I II II II II ' II ( II II II II ' II II I II GROUND II COVED (TYP) II II II E II 5 II II II �. j II ( II • II II i II II • II II I II II II 1 II II ' II II II �. f II II 2 ! 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NOTES — SPACING • QV LIVE OAK QUERCUS VIRGINIANA SHADE TREE FLA. #1 GRADE ✓ 3 10 ' HEIGHT AS 2.5 „ CALIPER ...... . . _ . _.._ .... ____..__ ..............:r SHOWN PC CANARY ISLAND 5 ALLEY SPECIMEN PALM FLA. #1 GRADE 2 10' CLEAR AND AS STRAIGHT TRUNK SHOWN £ 0 Y 1 „FF szi> I ASPHALT S2 °s WASHINGTON PALM WASHINGTONIA ROBUSTA SHADE TREE FLA. ✓ 6 €� f'9 #1 GRADE SHOWN PR PYGMY DATE PALM £ #yf1mloro I I 4 " � N% «< I v .�: 1 � PODOCARPUS I . 89 3 FY e 3 r , 8' CLEAR AND AS „ YY tt x q 4 » {"c E NAIL E ✓ :\. t STRAIGHT TRUNK; SHOWN 3 i::;k >:i:i. ' ; fr £-s'S •r r : s v f•:: , E f ?a:'i •:,w SHORE JUNIPER , + 500— <»».:.:; +.t : , „S I >; #' ;' „� »:.:::::. »:: », 3 ':; k::s,,,n +z33ri335srss:5' <;::;•. 5: ak t.f »: f #';£` "k.k> 655': 'x33£,£•335 ✓! it' is x% ✓ : • COVER SHOWN :5'x:::3:: >k3 II I I ,, »n, #, ,. ».. /.,...� .:......... .. .... ::. .,,.. : ..... E........, »i .... //. ...... »,f+»ff .:. � : ,::.: +o.,f,,,...; i w ./ :. ,. ,. .::. +.: ,...:. 5>. : �:... />:.:..... .55!55% :: %�. � /,,.. «..� ...,:..... nwa .... » •Y:.i.;:. >::.r:,SJ,:: »f:> ' .,x >: ^•: ✓ 231 AS MEDIUM 18" AS /'.. .% •, .f .. .f,f ,35 :.. »,3 .f.. »....,. ... .: «... .,. .:.., . ...:., +,: » ». ... /r. r�'............, , .....:: z: ,A: %f %: .:IYr`.: »? »s HIGH PLANTING SHOWN ° VS .. .. .... ..... .......:.:...........>...» +./ ...... .. »t . + + +s .. »:. x i ..... f..l »::53x. 555 5 GALLON 186 100% CONT. — 36” ON II «...... ".:.....: » »+ sw , .....,. ».....,. » » », .5..,. ... : +,. .... ... VIBURNUM »h:A HEDGE. 36” HIGH CENTER IW IMPATIENS — WHITE is:�F33: 1 GALLON AS ANNUAL BED — 12” MIN. O O O O O O O O O O O O O O O O O O O O O O� O , SHOWN. - FOR COLOR. SPACING x3• zss I \\ O Y I > ::.......... .:..:.... .. I 1 I \ , ll I O s 0 3 `I is I ..:::..a .::............. :.. .:.... : .... .. ....... .... .:..:..... .... ::::. :.... ... .....::::... .... ::. ....... : �i;p;......, ... ......... I Lu I >' z W I � I W I> Q I I CL 20'x2Q SIGHT VVI S I B I L,11 ITY i I O TR IAN I S O 10 20 30 Scale 1 = 1 O ft SIGHT TRIANGLE NOTE: ALL LANDSCAPE WITHIN THE SIGHT TRIANGLE SHALL NOT EXCEED 30" IN HEIGHT. PROPOSED PLANT LEGEND II II II II II I II II II II ' II ( II II II II ' II II I II GROUND II COVED (TYP) II II II E II 5 II II II �. j II ( II • II II i II II • II II I II II II 1 II II ' II II II �. f II II 2 ! 'S ....J : l 'O ` r gg cv . s .+..,. 6.. e .. # I :.. ;:, -� 3" i'; F s +.�;.� �... $.✓' ..✓ ,.,s':> f; ...:.> •. . •:.: .z . _r 0 .. .. . 4 h /,,.. ..sue i I } � � •.5lti;ksry 'r }: Sr` i € {� ��'x..,l'Y { }{� I y I .............. LE ...,,............... 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LE 5:�, � s L .29 :;'i"��+.,tl: s.. f. s' i- k E :s "6 ,...+E"' j I d : \ ffif a,• t ! • i ` ; f j J d a ; i t %;., . 19. 1 ....3 -i t'rti. {,i JUNIPER GROUND COVER TO BE i .\ frlf: 3 7 )) )) i E 4# � 2222...% : URT STREET r „3 .....5 f AT 6 10 (TYP) 5 � + 3.. s $# l s..... 522...:::,::5: .................. ...... .......................... ,.,:::,:.,..,:.,.•..».......... 2,22,2_ , »;. >sss > », 5;:22:2 ... ....... ................... .......,.,.. ..,,.... ...... .......................,......_ 22,2,2. ,..:. � 2222 ... ............:..............: ...,... .,,, ..•:.......»,�.».. ».,,::.,:...M ,,2222. _,.,,,,..,......•..,,....,..... 222.2.. . <.,,.. .._..»»»»...__._...,,....••... � ':.» «.;: ;.s ;5x55: if ».....»... »222,2. »2222..:: 2:»,222 ....... ..:.: ::.......:.............»»�.:::. 2222.» ...,.,.........:..::..... .......... ............. ........ ,2222......... ............. ........ .. ........lry 2222 .s / ............. 2222. ... ...�k•'% ............. Wryt.£:. k....... /f. ✓•••......... ............. _........2222 ......:...._. ...,..,....... .. { AS P H . PAVEMENT ... _M_ :;:; ; ».___._ a... _ MAN {{^^1 I.. >. 5 f ^ M iF'k. N 11..:0: ....... fir 252...E � N14.3348” . i ,� �; / 2222 _.•.,..""'�: ,;�:, i �. 5 I�'s'E.. 2222'�``f.3 ..1 "'^`:; ''•5 ..y t<qq I <i f <iQ ;,r .fC:;? `.J'_.. ^' ;.f L i° :i L.. S 2222 6,28.. ,....°'t' i'CCE°, iris 4 {j SYM. NOTE COMMON NAME SCIENTIFIC NAME TYPE / QUALITY NATIVE QUAN. NOTES — SPACING • QV LIVE OAK QUERCUS VIRGINIANA SHADE TREE FLA. #1 GRADE ✓ 3 10 ' HEIGHT AS 2.5 „ CALIPER SHOWN PC CANARY ISLAND PHOENIX CANARIENSIS SPECIMEN PALM FLA. #1 GRADE 2 10' CLEAR AND AS STRAIGHT TRUNK SHOWN WR WASHINGTON PALM WASHINGTONIA ROBUSTA SHADE TREE FLA. ✓ 6 25'30' HIGH AS ' — #1 GRADE SHOWN PR PYGMY DATE PALM PHOENIX ROEBELENII ACCENT TREE / 4 8' CLEAR AND AS FLA. #1 GRADE v STRAIGHT TRUNK; SHOWN PM PODOCARPUS PODOCARPUS ACCENT TREE 8 8' CLEAR AND AS MACROPHYLLUS FLA. #1 GRADE STRAIGHT TRUNK; SHOWN `I'. ;�: =11 "`111'11 JC SHORE JUNIPER JUNIPERUS CONFERTA 3 GALLON + 500— AS GROUND AS COVER SHOWN .35;;:'::555555555:5 €ss b:::; LC YELLOW LANTANA LANTANA CAMARA 3 GALLON ✓ 231 AS MEDIUM 18" AS HIGH PLANTING SHOWN ° VS SANDANQUA VIBURNUM 5 GALLON 186 100% CONT. — 36” ON VIBURNUM SUSPENSUM HEDGE. 36” HIGH CENTER IW IMPATIENS — WHITE IMPATIENS WALLERANA 1 GALLON AS ANNUAL BED — 12” MIN. —ANNUALS— SHOWN. - FOR COLOR. SPACING RIGHT OF WAY NOTE: ALL TURF WITHIN THE RIGHT OF WAY WILL BE MAINTAINED OR REPLACED PRIOR TO C.O. w S Co Ei N � S 11 T G 4v � _ O E - Z U % x zz co I \ j� i N N CuJA MJJ�J.J .. 1 1` .. 1 � �1. -1�I�CS��J J1 �J■1j'G���J��yI�j ����O■1j �1�/T{�r �a�—J1 / INC. J FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS NO. DESCRIPTION DATE 1 REV. PER CITY COMMENTS 10/22/0' 2 REV. PER CITY COMMENTS 12/16/0' DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 i Matthew D. Campo 53988 D �mer8, 2007 , NAME SEAL NO. DATE SHEET TITLE LANDSCAPING PLAN SHEET NUMBER LS -1 �- o Is �1 HEIGHT FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS ALL SHRUBS/GROINDCDVER TO BE TRIANGULAR SPACINCx SEE PLANT LIST FOR (Or.) SPACING. 18" MIN. SETBACK FOR SHIPUSS t GROUNDCOVERS BACK OF CURS/ BED LINE I°LANT SPACiNG DETAIL (SECTION) N.T.S. SPREAD 3 TO 5 TIMES WIDTH OF ROOTBALL MULCH 3" FROM STEMS 3" MULCH LAYER PREPARED PLANTING SOIL SHRU5 4 GROUNDCOYER ELANTiNG DETAIL N.T.S. INSTALL TOP C 3 -4" ABOVE F 3" MULCH LAYS 0' OVER ROOT ROOT BALL: PLANTING HOLE SHALL E 2' LARGER THAN T ROOT BALL DIAMETE EXISTING UNDISTURBED EXISTING UNDISTURBED SOIL i=iNE TREE PLANTING DETAIL N.T.S. TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION 412 GAUGE WIRE AND PROTECTIVE RUBBER HOSE 2 "X2" WOODEN STAKE FINISH GRADE °REPAREED PLANTING SOIL ACTED SOIL TO MINIMIZE SETTLING NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO UFr THE ROOTBALL 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE. 2 "X2 "X4' 2 "X2 "X4' CROSS MEMBER 2 -2.5 "DRYWALL S( BASE OF LEAF BUD HEIGHT 20SS MEMBER AND LOOSENED SOIL BACKFILL X2 "X4' STAKE - SPREAD TREE PLANTING DETAIL N.TB. MULCH 3" FROM TRUNK MULCH 3" DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND UNDISTURBED SOIL 2 -2 "X4" STAKE W/ LONG TAPER MIN. 18" INTO UNDISTURBED SOIL 3 TO 5 TiMES THE WIDTH OF THE ROOTBALL HURRICANE CUT OR FULL HEAD SEE SPECIFICATIONS NOTE: BUD SHALL BE PERPENDICULAR TO GROUND PLANE. TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES. NO SCARRED OR BLACKENED TRUNKS. BURLAP TO PROTECT TREE- - MINIMUM 5 LAYERS 2 NON -SUP METAL COLLARS (6) 2 X 4 WOODEN STRIPS OVER BURLAP 6" SOIL SAUCER TO HOLD WATER PLANT PALM 0" TO 2" ABOVE GRADE 3" MULCH, REFER TO SPECIFICATIONS (3) 2 X 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS _ _ - I� -1111 2" X 4" X 3' STAKE =VIII- 105 11111 -��1111 = FINISH GRADE 11111= �_ III mllll IIII_IIIII�TI1i= 111 =IJ NATIVE SOIL BACKFILL OR AMENDED SOIL ROOT BALL 1= AS REQUIRED BY SOIL ANALYSIS °VIII - COMPACTED SOIL TO PREVENT SETTLING II �IIII°Ilill°IIIII =11111 RECEIVING HOLE SHALL BE =11111 lilt/ -^- EXISTING SUBGRADE APPROXIMATELY 2' LARGER THAN ROOT BALL DIAMETER NOTE: STAKING do GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. PALM TREE PLANTING AND STAKING DETAIL r- �F1N2.4L LANDSCAPE NOTEf3 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All re commanded trees and plant materials will be graded as Nursery Grade No. 1 or better as outl ined by th e Fla Me Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants ", 71h Edition, 1998 as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20 -10 -5 tablets as per the manufacturers specifications In conjunction with note N5. 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well - decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water - holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3' layer of recycled hardwood log mulch, which is to be watered -in after installation. 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail. B. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager prior to planting. 10. The Landscape Contractor shall be responsible for examining fully both the SRO and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for error& on the part of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the Specifications. 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended changes. 13. Any and all questions concerning the plan set andlor Specifications shall be directed to the City Project Manager at (727) 562 4737. 14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager. 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the City Project Manager. 16. All dimensions to be Hold-checked by the Landscape Contractor prior to landscape material Installation. Discrepancies shall be reported immediately to the City Project Manager. 17. All materials must be as specified on the landscape plan. If material& or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no add clonal cost. 18. All permib necessary are to be provided by the installing contractor unless otherwise specifically stated In the specifications. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod shall be removed as necessary to accommodate new plantings. 21. Any existing sod areas that are unnecessarily disturbed during the landscape Installation shall be resodded to match existing. 22. The Landscapa Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION a M ENGINEERING SMG GENERAL LANDSCAPING 03/30/00 aeaaS Xrr NOTES swa xn cvwm LANDSCAPE STANDARD 9M TRM 1 OF 3 IRRIGATION NOTES I. A low volume irrigation eyetem, that provides 100% coverage to all proposed plantings, will be designed and installed bg the Contractor. 2. The proposed Irrigation System must most or exceed all applicable City code requirements. (IAS-, Back Flow Prevention, Automatic RaIn Shutoff Device, etc-) 3. Irrigation shop drawings must be submitted and approved bU the City prior to the Commencement of work 4. Irrigation system must be Inspected and accepted by City Project Manager prior to installation of mulch. 5. Irrigation as -bullt drawings, which accurately and clearly Identify all modifications Nor substitutions, must be submitted prior to final inspection and acceptance. 6. The existing 5/8" water meter will be utilized for this Irrigation Syetem. 'I. The Lander-ape Contractor must coordinate the placement and power supply for the Irrigation control tTmer with the City and the General Contractor. 8. The Following irrigation eyetem components will be utilized, per each manufacturers' Specifications. Toro- Netafim TochLTne Self Cleaning, Pressure - Compensating Emitter Line HARDIE - Raindfal ra Station Outdoor Control Timer Richdale - 214AIOR P Electric Valve Amtec - 10" Round Valve Box. PRIG AND TIC FRON06 PUBLIC WORKS ADMINISTRATION TRItlC SHALL BE 6TRAkiNr AND au�X sr � WITHOUT C%Ntvm SCARS, SOST Q IRRIGATION NOTES K �07,1�5 KM L MIRMARG6 AND 6 t.AYER6 Q e - 7St4'xr6' WOODS/ T roH►NecteD wnN i -9/4• ' erer<L IML eArma 77X4• WOOD CRACE XD EA MW N TO 15AT1ENB 4 STAKES AIL iX (S) 2- x4'k56- WOODEN STAKES TILLED .vND LOOSEBD :e,; . ; - 6- SOIL SAUCER nleatND • .? `' S: PLANTtVe HIOLC. NATIVE SOIL EAGIO'ILL 3- M IL04 LAYER FERTILIZIER TABLET! AeeF'ECPII•D. PLACE T a :3;•F••j%;�jt': ;;% ,✓.,.,%C`:� ✓- E%IeTIND UNDISTURBED eoIL '• i:Y,.r y..: j;`- < <-, :..:.%f:i....... .< CITY OF CLEARWATER, FLORIDA MIDDLE AND BOTTOM M&LSTn .ire unDTH PUBLIC WORKS ADMINISTRATION oFROOrMAee aTreROOTBALL ? �o� ENGINEERING PALM PLANTING DETAIL SMC 03 /30/00 Xrm® Nn PALM PLANTING MM ALT�6• rx M LANDSCAPE STANDARD 904 01 TRM 1 OF 1 NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO UFr THE ROOTBALL 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE. 2 "X2 "X4' 2 "X2 "X4' CROSS MEMBER 2 -2.5 "DRYWALL S( BASE OF LEAF BUD HEIGHT 20SS MEMBER AND LOOSENED SOIL BACKFILL X2 "X4' STAKE - SPREAD TREE PLANTING DETAIL N.TB. MULCH 3" FROM TRUNK MULCH 3" DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND UNDISTURBED SOIL 2 -2 "X4" STAKE W/ LONG TAPER MIN. 18" INTO UNDISTURBED SOIL 3 TO 5 TiMES THE WIDTH OF THE ROOTBALL HURRICANE CUT OR FULL HEAD SEE SPECIFICATIONS NOTE: BUD SHALL BE PERPENDICULAR TO GROUND PLANE. TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES. NO SCARRED OR BLACKENED TRUNKS. BURLAP TO PROTECT TREE- - MINIMUM 5 LAYERS 2 NON -SUP METAL COLLARS (6) 2 X 4 WOODEN STRIPS OVER BURLAP 6" SOIL SAUCER TO HOLD WATER PLANT PALM 0" TO 2" ABOVE GRADE 3" MULCH, REFER TO SPECIFICATIONS (3) 2 X 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS _ _ - I� -1111 2" X 4" X 3' STAKE =VIII- 105 11111 -��1111 = FINISH GRADE 11111= �_ III mllll IIII_IIIII�TI1i= 111 =IJ NATIVE SOIL BACKFILL OR AMENDED SOIL ROOT BALL 1= AS REQUIRED BY SOIL ANALYSIS °VIII - COMPACTED SOIL TO PREVENT SETTLING II �IIII°Ilill°IIIII =11111 RECEIVING HOLE SHALL BE =11111 lilt/ -^- EXISTING SUBGRADE APPROXIMATELY 2' LARGER THAN ROOT BALL DIAMETER NOTE: STAKING do GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. PALM TREE PLANTING AND STAKING DETAIL r- �F1N2.4L LANDSCAPE NOTEf3 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All re commanded trees and plant materials will be graded as Nursery Grade No. 1 or better as outl ined by th e Fla Me Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants ", 71h Edition, 1998 as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20 -10 -5 tablets as per the manufacturers specifications In conjunction with note N5. 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well - decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water - holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3' layer of recycled hardwood log mulch, which is to be watered -in after installation. 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail. B. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager prior to planting. 10. The Landscape Contractor shall be responsible for examining fully both the SRO and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for error& on the part of the Landscape Contractor at the time of bidding. 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the Specifications. 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended changes. 13. Any and all questions concerning the plan set andlor Specifications shall be directed to the City Project Manager at (727) 562 4737. 14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager. 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the City Project Manager. 16. All dimensions to be Hold-checked by the Landscape Contractor prior to landscape material Installation. Discrepancies shall be reported immediately to the City Project Manager. 17. All materials must be as specified on the landscape plan. If material& or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no add clonal cost. 18. All permib necessary are to be provided by the installing contractor unless otherwise specifically stated In the specifications. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod shall be removed as necessary to accommodate new plantings. 21. Any existing sod areas that are unnecessarily disturbed during the landscape Installation shall be resodded to match existing. 22. The Landscapa Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION a M ENGINEERING SMG GENERAL LANDSCAPING 03/30/00 aeaaS Xrr NOTES swa xn cvwm LANDSCAPE STANDARD 9M TRM 1 OF 3 IRRIGATION NOTES I. A low volume irrigation eyetem, that provides 100% coverage to all proposed plantings, will be designed and installed bg the Contractor. 2. The proposed Irrigation System must most or exceed all applicable City code requirements. (IAS-, Back Flow Prevention, Automatic RaIn Shutoff Device, etc-) 3. Irrigation shop drawings must be submitted and approved bU the City prior to the Commencement of work 4. Irrigation system must be Inspected and accepted by City Project Manager prior to installation of mulch. 5. Irrigation as -bullt drawings, which accurately and clearly Identify all modifications Nor substitutions, must be submitted prior to final inspection and acceptance. 6. The existing 5/8" water meter will be utilized for this Irrigation Syetem. 'I. The Lander-ape Contractor must coordinate the placement and power supply for the Irrigation control tTmer with the City and the General Contractor. 8. The Following irrigation eyetem components will be utilized, per each manufacturers' Specifications. Toro- Netafim TochLTne Self Cleaning, Pressure - Compensating Emitter Line HARDIE - Raindfal ra Station Outdoor Control Timer Richdale - 214AIOR P Electric Valve Amtec - 10" Round Valve Box. 2 OF 3 FERTILIZATION SHRUBS AND TREES All trees and alrubs shall be fertilized with "Agriform" 20 -15 -5 planting tablets at time of Installation and prior to completion of pit backfllling Tablets shall be placed unfformly around the root mace at a depth that is between the middle and bottom of the root mass. APPLICATION RATE. I Gallon can: i - 21 gram tablet 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets "I Gallon can: 4 - 21 gram tablets Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Ozmocote" time release Fertilizer as per manufacturer's epecTffcatlons. a OF CLEARWATER, FLORIDA ' PUBLIC WORKS ADMINISTRATION �✓% ENGINEERING SMC 07�s/99 XSecrm n FERTILIZATION NOTES oo xa ovam LANDSCAPE STANDARD 9007 TRM 3 OF 3 COS ,,tlr,,, / 4"',\ � , J_ C _z > _ _ U J r = co Cc A 1V� P FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 Matthew D. Campo 53988 D bar 18, 2007 e NAME SEAL NO. DATE, r ; $I,/ SHEET TITLE LANDSCAPING`°. DETAILS SHEET NUMBER LS -2 I4 of i rt7 r l' �T.•t 14 • �`� 1`- CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING au�X sr � IRRIGATION NOTES K �07,1�5 KM L LANDSCAPE STANDARD 2 OF 3 FERTILIZATION SHRUBS AND TREES All trees and alrubs shall be fertilized with "Agriform" 20 -15 -5 planting tablets at time of Installation and prior to completion of pit backfllling Tablets shall be placed unfformly around the root mace at a depth that is between the middle and bottom of the root mass. APPLICATION RATE. I Gallon can: i - 21 gram tablet 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets "I Gallon can: 4 - 21 gram tablets Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 - 21 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Ozmocote" time release Fertilizer as per manufacturer's epecTffcatlons. a OF CLEARWATER, FLORIDA ' PUBLIC WORKS ADMINISTRATION �✓% ENGINEERING SMC 07�s/99 XSecrm n FERTILIZATION NOTES oo xa ovam LANDSCAPE STANDARD 9007 TRM 3 OF 3 COS ,,tlr,,, / 4"',\ � , J_ C _z > _ _ U J r = co Cc A 1V� P FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 Matthew D. Campo 53988 D bar 18, 2007 e NAME SEAL NO. DATE, r ; $I,/ SHEET TITLE LANDSCAPING`°. DETAILS SHEET NUMBER LS -2 I4 of i rt7 r l' �T.•t 14 • �`� 1`- COS ,,tlr,,, / 4"',\ � , J_ C _z > _ _ U J r = co Cc A 1V� P FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 1725 EAST 5TH AVENUE TAMPA, FL. 33605 PHONE: (813) 215 -7372 FAX: (813) 902 -8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACDILL AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS DATE: 8/2007 REVIEWED BY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NUMBER 07 -027 Matthew D. Campo 53988 D bar 18, 2007 e NAME SEAL NO. DATE, r ; $I,/ SHEET TITLE LANDSCAPING`°. DETAILS SHEET NUMBER LS -2 I4 of i rt7 r l' �T.•t 14 • �`� 1`- 22'10"A. TOP OF � 20'-6" A.F TOP OF F 17' -6" A.F ROOF DE {� 15' -3" A.F "9' TOP OF E _0' -0" _ FINISH FI 'Y GRADE 22'-10"A. TOP OF h _20' -0" A_F. TOP OF F 17' -6" A.F ROOF DE q� _a -0" _ 'Y FINISH FI Y GRADE � n J South Elevation scale:,/81 =, -01 Scheme D - Court Street elevation 27-10" AY-F. (23' -0" ABOVE GRADE) Y TOP OF 20' -0" A. F TOP OF F 17' -6" A.F ROOF DE p� _0' -0" _ Y FINISH F1 'Y GRADE North Elevation scale: ,/811= ,1-o11 Scheme D - parking side elevation {� 22' -10" A.F F (23' -0" ABOVE GRADE) 'fi' TOP OF � 20' -0" A.F TOP OF F 17' -6" A. F ROOF DE _0' -0" _ FINISH FI GRADE West Elevation scale: ,/811= ,1-91 Scheme D - adjacent lot elevation East Elevation scale: l /811= ,1-o11 Scheme D - Prospect Avenue elevation 11—N, scale: 1/ 1 6" = 1' -0" qq LEGEND STUCCO - COLOR, "DOVE WHITE" SW 6385 STUCCO - COLOR "QUIET CORAL" SW 6614 STUCCO - COLOR "ALCHEMY" SW 6395 STUCCO - COLOR "BELEIVABLE BUFF' SW 6120 MARQUEE - FLUROPON BONE WHITE COATING, SEE MATERIAL SAMPLES WINDOWS AND DOORS - PERMADIZE STERLING GRAY COATING, SEE MATERIAL SAMPLES CANOPY - SUNBRELLA SUPREME BLACK AWNING TEXTILE, SEE MATERIAL SAMPLES SIGNAGE 0 NOTES: 1. TYPICAL SIGNAGE AREA PROVIDED. VENDOR PROPRIETARY SIGNAGE MAY DIFFER. 2. PROVISION SHALL BE MADE FOR ILLUMINATION OF SIGNAGE. 3. SEE ELEVATIONS FOR PROPOSED SIGNAGE AREAS. SITE PLAN APPROVED CASE # CASE TYPE DRC DATE CDB DATE SIGNATURE DATE N31VMMID dO AIIO 1N31N.121W30 SNINWd 00 a 7 130 CIM3D3d 1WNIDRJO 0 C) N V 0 M N 0 bio Q a� v1 W U a H h w H 0 U �w L� U �Q LEGAL DESCRIPTION Lots 6, Block 10 of AIKEN SUBDIVISION according to map or Plat thereof as recorded in Plat Book14 Page 45, of the Public Records of Pinellas County, Florida. BLOCK 10 LOT 7 0.8 CORNER OF WALL oBWNN OF DARY BLOCK 10 LOT 26 23.29 +23.6 + i I +23.44 +23.40 +23.59 BLOCK 10 LOT 5 ASPH. PARKING +23.68 110'(1') �A 23.25 0 22.88 23.08 22.96 23.38 .. P +23.46 S 8948'22" E +23.36 109.96'(F) NAILN PDisit23 NO I.D. 32 23 23 23.00 NAIL ISK i . + o 23.35 O NO I.D. +23.29 15 ALLEY (P \ ) F23.18 BENCHMARK # ELEV.-23.2e 23.23 10 23.15 m 4 ri ASPHALT SURFACE ..'.......... .'. f � 125'(P) " Oro xyL' IC. .... g .23.46 '123.3 23.54 23.60 S 89'47'35 E 23.44 1215.00'(F) 23.29 23'12 WV 23,09 O 22.95 wai- i LONG I v • +. �'... . . .. . . . . . .... . . ... L . .. \\ y . . . . . ... . .+y � 0 ' . ti .. .. . .+ . . . . . . FO NN D 1hh .. . ' .. 40 D ...... SET P.K. ..J ON . ...... .. .. .. ....' k, .. .. .. _ 23.22 g NAIL do DISK ......... ...... ry ... ��.'. LB { 6890 DIRT . \� `. .. ... .. ... ' :�1 .. y .. .. . ....................�O :^ R +y0 15' ALLEY (P) ` ASPWLT SURFACE ` � 0,8' 12 I(P) i ,Z; l DETAIL .. P PARKING'. '.....�. �. �y, . . ryp.. .. ... D12T.• ...... ..........� � L .. 2 i•�•' 7 I I i . ,• a w �• i� ice' X22.85 .....: . ..'.......... .'. f 00, .. .... g ' '123.3 g ao. . wai- i LONG I a ,. �.. + +. �'... . .10• .EA A 2 3.21 2 OF OF UNDARY ONE STORY MASONRY D LD G r-1 814 p u CM , OONC •` `•` �• O AREA �. `•`'�•�._ ►-� PARIONO :.� j COVERD • � CONC. WA • 23.51 297.40'(P) FOUND P.K. N 89'58'37" E 297.56'(F) NAIL & DISK 6 a s NOTES: 5'. 1. This is a Boundary Survey. 2. Field survey was completed on 04/27/04. 3. Bearings are based on the West right of way line of Prospect Avenue, as being N00'01'44 "W, being assumed. 4. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise noted. 5. Subject property contains 0.39 acre or 16,992 square feet, more or less. 6. This survey does not reflect or determine ownership. 7. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into consideration when obtaining scaled data. 8. No improvements other then those shown hereon have been located. 9. All bearings & distances reflect both plat & field measurements, unless otherwise noted. 10. This survey was prepared with the benifit of a title commitment by Commenwealth Land Title Insurance Company. File NO. 04 -1501, issue date of May 3, 2004. 11. Elevations as shown hereon were based on City of Clearwater Benchmark "E -06" elevation 23.382, 1929 Datum. Located in base of metal traffic most at the Northeast corner of Myrtle Avenue and Chestnut Street. 12. Subject to Restrictions as recorded in Deed Book 1632 Page 636. ASPH. PARKING / . .. P PARKING'. '.....�. �. �y, . . ryp.. .. ... D12T.• ...... ..........� � L .. 2 �5, 7 7 I I i . 1 f� . X22.85 .....: . ..'.......... .'. f ...,.:.. ,... ...' . .................... .... g ' '123.3 g ao. . . WALL BUMP . . . . 1 a ,. �.. + +. �'... . .. A 2 3.21 2 ��,•`,' y ' A '�• " "Cp c 'j°i •� p . . coNC PAD - ' yo 1 23.22 'LS p.5v9 O ,y0 � ciij •� 2 21.4' t3� h' � �ry � �:..: c ;: Z> �1y U .'\ ` U O • 25.18 G GOB 1� h :. .. 0� 6 6� .�;j 6 . ��� 2 22.9 t t �01 � 23.09 AREA . .Xti�� 2 23.16 - -22.68 ae.s X 0I. X . . N U4 0 05 META - . LOT 6 0 c�> .' L x� o ry5 L 2 o 23.01 22.6 �' t tl Cwit� 2 GONG 2 22.9$ 22.61 I IiJJ x ' 'LINK FENCE 22.95 tx y yhL t tih o. H H / t • L L tt• L d. � � W ' 1 ti F- a � 3 31.1' V z V 23.81: - U •O 00 _ a y. - O C O a 17.. -•�. E .. O . .. • �. ` • �.i•; O END GONG RETAIN WALL....-.: .`Q, _ 125 (P) � �� i 2 '. X 22.$3 X2.85 1 22.$7 i ; ;N �� � �6 'S 89'56'43" E 1 125.06'(F) � � 2 22.79 i•� FOUND P.K.j e' y5 �. �,i•! __ NAIL-.._- _. � NO I. D. yn�' .' BENCHMARK #1 / .. 0� : 5' CONC. S � 1�: ': s. S..: a •: ti O 22 37 TOP OF CONC. •.O •�:�,./ 23 311 ' yS., . ;....: °..:,.':. /W. ti� �y /h - 23.07X RETAIN WALL IPAb .� 133 ELEV. -24.93 �`L�. •� ,i' O GRASS H- ❑ . W_\ DETAIL i'� 23.31 Q GONG. >';:;' `; . . . . CONC.: 22.75 1 �.�' 23.10 DRIVE y. DRIVE "o ' 22.42 Qr� h ,O - STOP ----, /` - -OHE - - �-',�- -�O - - -OHE - - - - -0•' I•� 23.10 - JHE -- Oy.. 22.98 y ; ry ..... ' ' ` ': .,.;.. , 0 �LI :: :..;.. .::':,' 22.62 2287 ryy 22.79 �+ :0- w 82 W 22. 22.45 22.76 23.03 ti ti' = 22.62'01 22.85 23.07 23.09 22.98 y 22.93 ";X22.71; .. ,....; "':',. ,."';,X22.40':.:', 3 '_ 22.76 t.s CONC. 22.76 22.99 22.76 r TYPE F 22.61 122.35 GUTTER CURB N. RIM DMH 22.16 INV. 15" RCP t ELEV. _ 22.85 �a . ELEV. - 18.29 23.44 23.44 23.30 COURT STREET 23.10 23.03 ASPH. PAVEMENT X 22.81 22.81 22.76 22.60 22.53 22.83 0 22.62 22.44 23.12 =W 22.78 y K ¢a 79 rii m 7 U h 6 22.63 t` UA w CV �L" LU O o_J H U Oa LU z0 a 20 10 0 20 SCALE IN FEET IFt' O = Denotes a Set Nail & Disk (set LB6890) O = Denotes a Set 5/8" Iron Rod (LB #6890) = Guy Wire = Water Main Paint Marker •o- = Gas line Paint Marker D4 = Water Valve z,5t = Light Post $ ❑ = Gas Meter ® = Teco Electric Well QU = Drainage Manhole QS = Sanitary Manhole -a- = Sign = Utility Pole = Fire Hydrant R/W = Right -of -way (F) = Field Measured (p) = Plat C &G = Curb & Gutter PCP = Perm. Control Point FND = Found SCIR = Set capped iron rod FOR = Found capped iron rod MH = Manhole (TYP) = Typical EOP = Edge of Pavement CONC.= Concrete A/C = Air Conditioner FFE = First Floor Elev. q = Center Line OR.BK.= Official Records Book RCP = Reineforced Concrete Pipe BFP = Back Flow Preventer 22.75 22.85 22.73 22.53 22.50 COLONIAL BANK, N.A. COMMENWEALTH LAND TITLE INSURANCE COMPANY FREEDOM TITLE COURT STREET TOWNHOMES, LLC W• OqA Not valid without; the si c'atur& 6c� original roipol seal f a Floridd I ^ nse3 Surveyor & Mapper, or T` SS tl Earl W. Ramer �, •' • Date 'of 'Signature Florida Professional Surv�yor, nd iMappee Number 3612 N U Ct O 4 U 0 U N a � C4z C W 3 U 5 q o z = C o 0 L d N w N o �U O moo O `d �N Q Uj 4 Q V za. H = a vJ O r ca Zi- Q � O r J n' U Q U_ LO Z U no I;I W U (n JOB NO. S4905 DRAWN SST DESIGNED CHECKED EWR QC SHEET 1l .r 0 22.62 22.44 23.12 =W 22.78 y K ¢a 79 rii m 7 U h 6 22.63 t` UA w CV �L" LU O o_J H U Oa LU z0 a 20 10 0 20 SCALE IN FEET IFt' O = Denotes a Set Nail & Disk (set LB6890) O = Denotes a Set 5/8" Iron Rod (LB #6890) = Guy Wire = Water Main Paint Marker •o- = Gas line Paint Marker D4 = Water Valve z,5t = Light Post $ ❑ = Gas Meter ® = Teco Electric Well QU = Drainage Manhole QS = Sanitary Manhole -a- = Sign = Utility Pole = Fire Hydrant R/W = Right -of -way (F) = Field Measured (p) = Plat C &G = Curb & Gutter PCP = Perm. Control Point FND = Found SCIR = Set capped iron rod FOR = Found capped iron rod MH = Manhole (TYP) = Typical EOP = Edge of Pavement CONC.= Concrete A/C = Air Conditioner FFE = First Floor Elev. q = Center Line OR.BK.= Official Records Book RCP = Reineforced Concrete Pipe BFP = Back Flow Preventer 22.75 22.85 22.73 22.53 22.50 COLONIAL BANK, N.A. COMMENWEALTH LAND TITLE INSURANCE COMPANY FREEDOM TITLE COURT STREET TOWNHOMES, LLC W• OqA Not valid without; the si c'atur& 6c� original roipol seal f a Floridd I ^ nse3 Surveyor & Mapper, or T` SS tl Earl W. Ramer �, •' • Date 'of 'Signature Florida Professional Surv�yor, nd iMappee Number 3612 N U Ct O 4 U 0 U N a � C4z C W 3 U 5 q o z = C o 0 L d N w N o �U O moo O `d �N Q Uj 4 Q V za. H = a vJ O r ca Zi- Q � O r J n' U Q U_ LO Z U no I;I W U (n JOB NO. S4905 DRAWN SST DESIGNED CHECKED EWR QC SHEET 1l .r 20 10 0 20 SCALE IN FEET IFt' O = Denotes a Set Nail & Disk (set LB6890) O = Denotes a Set 5/8" Iron Rod (LB #6890) = Guy Wire = Water Main Paint Marker •o- = Gas line Paint Marker D4 = Water Valve z,5t = Light Post $ ❑ = Gas Meter ® = Teco Electric Well QU = Drainage Manhole QS = Sanitary Manhole -a- = Sign = Utility Pole = Fire Hydrant R/W = Right -of -way (F) = Field Measured (p) = Plat C &G = Curb & Gutter PCP = Perm. Control Point FND = Found SCIR = Set capped iron rod FOR = Found capped iron rod MH = Manhole (TYP) = Typical EOP = Edge of Pavement CONC.= Concrete A/C = Air Conditioner FFE = First Floor Elev. q = Center Line OR.BK.= Official Records Book RCP = Reineforced Concrete Pipe BFP = Back Flow Preventer 22.75 22.85 22.73 22.53 22.50 COLONIAL BANK, N.A. COMMENWEALTH LAND TITLE INSURANCE COMPANY FREEDOM TITLE COURT STREET TOWNHOMES, LLC W• OqA Not valid without; the si c'atur& 6c� original roipol seal f a Floridd I ^ nse3 Surveyor & Mapper, or T` SS tl Earl W. Ramer �, •' • Date 'of 'Signature Florida Professional Surv�yor, nd iMappee Number 3612 N U Ct O 4 U 0 U N a � C4z C W 3 U 5 q o z = C o 0 L d N w N o �U O moo O `d �N Q Uj 4 Q V za. H = a vJ O r ca Zi- Q � O r J n' U Q U_ LO Z U no I;I W U (n JOB NO. S4905 DRAWN SST DESIGNED CHECKED EWR QC SHEET 1l .r 22.75 22.85 22.73 22.53 22.50 COLONIAL BANK, N.A. COMMENWEALTH LAND TITLE INSURANCE COMPANY FREEDOM TITLE COURT STREET TOWNHOMES, LLC W• OqA Not valid without; the si c'atur& 6c� original roipol seal f a Floridd I ^ nse3 Surveyor & Mapper, or T` SS tl Earl W. Ramer �, •' • Date 'of 'Signature Florida Professional Surv�yor, nd iMappee Number 3612 N U Ct O 4 U 0 U N a � C4z C W 3 U 5 q o z = C o 0 L d N w N o �U O moo O `d �N Q Uj 4 Q V za. H = a vJ O r ca Zi- Q � O r J n' U Q U_ LO Z U no I;I W U (n JOB NO. S4905 DRAWN SST DESIGNED CHECKED EWR QC SHEET 1l .r 3 U 5 q o z = C o 0 L d N w N o �U O moo O `d �N Q Uj 4 Q V za. H = a vJ O r ca Zi- Q � O r J n' U Q U_ LO Z U no I;I W U (n JOB NO. S4905 DRAWN SST DESIGNED CHECKED EWR QC SHEET 1l .r JOB NO. S4905 DRAWN SST DESIGNED CHECKED EWR QC SHEET 1l .r CLWCoverSheet FLS2007-08043 830. COURT ST COURT STREET VILLAS LLC PLANNER OF RE RD: NOT ENTERED ATLAS # 287A ZONING: D LAND USE: CBD RECEIVED: 09/04/2007 INCOMPLETE: COMPLETE: MAPS: PHOTOS:. STAFF REPORT: DRC: *7 CDB: bl000 0 /P* t)s F� � ( 1 a rwater to U 'T Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562.4567 Fax: 727 - 562-4865 LN SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION EX SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated. stapled, and folded into sets Lf SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 Lk SUBMIT APPLICATION FEE $ 675,_00 (jncl Id _c $200) CASE #: RECEIVED BY (staff DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/24/2007) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Jason RaDp)ajJ�lt, CQUrt $ r �/illaS• PLC MAILINGADDRESS: _2506 S_ outh _MaCDJ11__v- enue.- Suite200, -Tan PHONE NUMBER: CRI -1 )Qn7_05A8 FAX NUMBER: CELL NUMBER: ins n. EMAIL: PROPERTY OWNER(S): List ALL ovmers on the deed AGENT NAME: Kane- as- Ap{]11Gant MAILING ADDRESS: PHONE NUMBER: FAX NUMBER: CELL NUMBER: EMAIL: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: _COUrt- StmetRet jl PROJECT VALUATION: $ STREET ADDRESS _830_C urLStreet PARCEL NUMBER(S): — See_Attached _Sheet PARCEL SIZE (acres). n iqn PARCEL SIZE (square feet): LEGAL DESCRIPTION: Ct__ _44 -..l.. A o 4 PROPOSED USE(S): DESCRIPTION OF REQUEST: —To approV e-a-5,_-4 7 .9_s.quar_eJoot_retailbuilding_ and -associ.at Specifically identify the request (include number of units or square —{ fark iii g -area - with- l-cLspa.GeS-and-1-du= footage of non -residential use and all — is_3_4_to,_ands.o_ code_ deviabonshav _e_beeni.dentifie.d_ — requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) C: \Documents and Settings\derek ferguson\ Desktop \planningfonns_0707\FlexiGRI velopment (FLS)04- 24 -07.doc KCVCIVCN SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER I.!`S 4 2007 PLANNINGI DEPARTMENT CITY OF CLEARWATER DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS4TDR). A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT. OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES— NO-- (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Cade Section 4- 202A.5) 6 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. & 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA— Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The project is a commercial development designed to be consistent with the Down Town District Standards. The use is compatible with adjacent property owners and onsite parking is provided at a ratio of 3.4:1. The proposed building is one story (23' height) and is compatible with adjacent one story structures. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The project will be one of the few commercial redevelopments in the immediate area. The retail use facility will encourage new business to enter the area and offer additional job opportunities. The upscale nature of the project and new construction will increase property values of adjacent parcels. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The project has been designed to meet City of Clearwater traffic standards for vehicular and pedestrian access. The proposed uses are neighborhood supported retail. No impacts to healthy and safety are expected. 4. The proposed development is designed to minimize traffic congestion. The project proposes access off a local street (Prospect Avenue) rather than Court Street to minimize congestion. In addition, onsite parking is offered at a ratio of 3.4:1 rather than using street side parking. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The project architecture style (Neo Mediterranean) has been designed to be consistent with the Down Town District standards and will be compatible with other redevelopments in the area. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacW prpNL€8t is proposed with neighborhood retail uses. All retail activities shall be indoors. Parking hall tie- Fepa+r, whiGh has . — beef - demolished- The -site- is- cufrentl-y -vacant -Ado- adverse - impacts w-- e- expected4T-om -t -he- propose -use. ORIGINAL RECEIVED CADocuments and Settings\den;k.ferguson\ Desktop \planningforms_0707\Flexible Standard Development (FLS) 04- 24 -07.doc Page 2 of 7 SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL Manual and 4- 202.A.21) ign Criteria A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. & If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ] At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; 0 n1 proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; (Town Lake District) K] A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ n/a Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure: (Town Lake District) t Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable 6 ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must Initial one ofthe following): Stormwater plan as noted above is included X Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished flow elevations shall be provided. (Off -site Stormwater Proposed Project is in the Town Lake District) CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) AND SEALED SURVEY (including legal description of property) — One original and 14 copies; IRVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, drip lines and indicating trees to be removed) — please design around the existing frees; n/a TREE INVENTORY; preparNd 2r a -certifleo arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees: o t ees onsl e. 76 LOCATION MAP OF THE PROPERTY; 0 n/a PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; (Parking standards are met at 3.4 :1, which is within the 2 to 4 range.) Q GRADING PLAN, as applicable; ❑ n/a PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); In /a COPY OF RECORDED PLAT, as applicable; (Project is a.retail use, no platting proposed) ORIGINAL CADocuments and Settings\derek. fergu5unDesktoplplanningfonns _0707\Flexible Standard Development (Fl-S) 04- 24 -07.doc RECEIVED Page 3 of 7 SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER. G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) CY SITE PLAN with the following information (not to exceed 24"x 36 "): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; X All required setbacks; X All existing and proposed points of access; X All required sight triangles; X Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas X and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening X (per Section 3- 201(D)(i) and Index #701 }; X Location of all landscape material; X Location of all onsite and offsite storm -water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED X Land area in square feet and acres: 16,992sf/0.39 ac 16,992sf/0.39 ac 16,992sf/0.39 ac X Number of EXISTING dwelling units; 0 0 0 X Number of PROPOSED dwelling units; • Gross floor area devoted to each use; 0 0 5,479 sf (retail) • Parking spaces: total number, presented in tabular form with the Vacant 2 - 4 er 1 000s 19 number of required spaces; p • Total paved area, including all paved parking spaces & driveways, O * N/A 6 0554 sf 35.63° _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility • easement; 13573/1023 N/A Plat to be Vacates • Building and structure heights; Vacant * 30'— 50' _ 23' Max • Impermeable surface ratio (I.S.R.); and 0* /A 0.74 • Floor area ratio (F.A.R.) for all nonresidential uses. a W- N7A *Current site is vacant, use was au repair wtli 9,929 sf C:k REDUCED COLOR SITE PLAN to scale (8 �YSX 11); (58.43 %) of paved areas, ISR = 0.8 and FAR = 0.09 n/a FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas: Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; ORIGINAL COocuments and SettingsWerek. Ferguson'Desldoplplanningfonns_ 0707T Iexibla Standard Development (FLS)04- 24 -07.doc SEP 0 2 2007 Page 4 of 7 PLANNING DEPARTMENT CITY OF CLEARWATER H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) P4 LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): X All existing and proposed structures; X Names of abutting streets; n/a Drainage and retention areas including swales, side slopes and bottom elevations; (No Retention Project In Town Lake) X Delineation and dimensions of all required perimeter landscape buffers: X Sight visibility triangles; X Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required X tree survey); X Location, size, and quantities of all existing and proposed landscape materials, indicated by key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all X existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and X protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and X percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board): X Irrigation notes. JO REDUCED COLOR LANDSCAPE PLAN to scale (8 %X 11); SI COMPREHENSIVE LANDSCAPE PROGRAM application; as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where, minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) 10 BUILDING ELEVATION DRAWINGS— with the following information: X All sides of all buildings; X Dimensions; X Colors (provide one full sized set of colored elevations); and X Materials. 1I REDUCED BUILDING ELEVATIONS— same as above to scale on 8 %X 11. J. SIGNAGE: (Division 18. SIGNS /Section 3 -1806) j41 All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.). indicate whether they will be removed orto remain. No existing signs. 11 All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑n /a Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ n/a Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. ORIGIN4 C ?Documents and Settings\ derek. fergusonVesktop \pldnningfonns_0707\Flexible Standard Development (FLS) 0424 -07.doc RECEIVED Page 5 of 7 SEP 0 4 2007 PLANNING DEPARTMENT CITY Of CLEARWATER K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ON /A Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: Will degrade the acceptable level of.service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 -562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. IKI Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post- development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. X Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. X1 Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. X Fire Flow Calculations/Water Study is not required. No fire sprinkler protection is proposed. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. gnat re of r e own r or representative STATE OF FLORIDA, COUNTY OF PINELLA$ Sworn to and subscribed before me this '�,l day of vim.. SS A.D. 20 OZ_ to me and /or by who is personal) known has produced as identification. Notary public. ' My commission expires: C: \Documents and Settings\demk.fergM lanningfonns_0707 \Flexible Standard Development (FLS) 04- 24- 07.doc RECE6VED Page 6 of 7 ........... ............................... MELISSA BYRNE SEP Q n (� 2007 - �paY'F czq` Expires Comm# 0t�542056 Ml6/2010 -' Bonded ltiru PLANNING DEPARTMENT c,' Florida Notary Am., tnc CITY OF CLEARWATER ..... N. .AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Court Street Townhomes, LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 830 Court Street 3. That this property constitutes the property for which a request for a: (describe request) Flexible Standards Level 1 4. That the undersigned (has/have) appointed and (does /do) appoint: Jason RaoDa oft as.(his/their) agent(s) to execute any petitions or other documents necessary to affect such petition: 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property: 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application: y T That (I!w ), the a igned authority, hereby certify that the foregoing is true and correct. ; party Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of %��J S''" a0a� personally appeared J PtSOn K.a-,pepow- - who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. r••••..•orooLISSA n•np. ' �( MELISSA ma 000 opav F''. Comma OOOt3�20Bb = S :: g Expires 4/1IiR010 �� Bonded ftu Notary Public Signature - U OF P�"Z' Notary Seal /Stamp "„ , Florida Notary Assn., Inc C My Commission Expires: _......._.__.._—.._._...._ ..... .........._......_............. ORIGINAL. RECEIVED C:\Documents and Settings\derek.ferguson\Desldop\planningforms_0707\Flexible Standard Development (FLS) 04- 24 -07.doc Page 7 of 7 SEP 0 4 20Q7 PLANNING DEPARTMENT CITY OF CLEARWATER COURT STREET RETAIL PARCEL ID NUMBERS 15./29/15/18697 /000/0130 15/29/15/18697/000 /0120 15/29/15/18697/000 /0110 15/29/15/18697/000 /0100 15/29/15/18697/000 /0090 '15/29/15/18697 /000/0080 15/29/15/18697/000 /0070 15/29/15/18697/000 /0060 15/29/15/18697/000 /0050 15/29/15/18697/000 /0040 15/29/15/18697/000 /0030 15/29/15/18697/000 /0020 15/29/15/18697/000 /0010 15/29/15/18697/000 /0001 ORIGIN RECEIVE[? SEP 0-4 2007 PCCI' y OF CCLLEFARW ER LEGAL DESCRIPTION Lots 6, Block 10 of AIKEN SUBDIVISION according to map or Plat thereof as recorded in Plat Book14 Page 45, of the Public Records of Pinellas County, Florida. n M i!7 °2 -0 00 00 �_ o N CS M M § 9/4/2007 K Receipt #: 1200700000000007699 10:13:45AM 7= Date: 09/04/2007 r Line Items: Case No Tran Code Description Revenge Account No Amount Paid FLS2007 -08043 03 Flex Std - Commercial 010- 341262 475.00 FLS2007 -08043 Fire - Prelim Site Plan 010- 342501 200.00 Payments: Method Payer Line Item Total: Initials Check No Confirm No How Received Check COURT ST TOWNHOMES LLC R D 1155 In Person Payment Total: THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. ' Page 1 of 1 $675.00 Amount Paid 675.00 $675.00 cReceipt.rpt L rte- o c°v Q 3 LU O J� Oa W Zp ZU M THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. ' Page 1 of 1 $675.00 Amount Paid 675.00 $675.00 cReceipt.rpt I #: 2004199182 BK: 13572 PG: 1._1, 05/14/2004 at 11:19 AM, RECD. ING $6.00 D DOC STAMP COLLECTION $2695.00 KARLEEN F. DE BLAKER, CLERK OF PINELLAS COUNTY, FLORIDA BY DEPUTY CLERK: CLKDM02 1 THIS INSTRUMENT PREPARED BY AND,,' RIJ -TO: FREEDOM TITLE AGENCY, INC. 635 Cleveland Street Clearwater, FL 33755 Property Appraisers Parcel Iden0icafiorf (Folio) Numbers: 1 5/2 9/1 5/0 0 1 0 8 /01 0 /OQ6�b'' , Grantee SS a: j • ` SPAN ABOVE THIS LINE FOR RECORDING DATA THIS WARRANI'1^DEED, made the 11th day of May, A.D. 2004 by Zara Newham and Amir H. Foroutan, herein called the; griin►o.rs, to Court Street Townhomes, LLC, Florida Limited Liability Company whose post office address is. PCO. OOx 270847, Tampa, FL 33688, hereinafter called the Grantee: (Wherever used AlefelA`.Ihe?lerme 'grantor' and "granlae' Include all the parties to this Inst —ant and the heirs, legal representative, and aeelgns of Individuals, wd-On auccsesors and asalgns of corporations) W I/T N $ S S E T H: That the grantors, for and in consideration of the sum of TEN AND 00 /100'S ($10.00) Dollars and other'waliiatile considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys. arid..00nfirms unto the grantee all that certain land situate in PINELLAS County, State of Florida, viz: Lot 6, Block 10, Aiken Subdivision, according to the map or plat thereof as recorded in Plat Book 14, Page 45, Public Records of Pinellas County, Florida. THIS IS NOT THE HOMESTEAD FOR THE GRANTORS HEREIN. Subject to easements, restrictions and reservations of record, and to taxes for the year 2004 and thereafter. TOGETHER, with all the tenements, hareditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantors hereby covenant with said grantee that the grantors are lawfully seized of said land in fee simple; that the grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever: and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2002. IN WITNESS WHEREOF, the said grantors have signed and sealed these presents the day and year first above written. Sign sealed and deli ' red in the presence of: ririm h/ew�4h9 br f ��veO f C-0/tJ-7- hen grroN e/ lh fiiC -t' Wi ss B1 S' lure / � e{ ft-I Watnneess M1 Printed Name slur f Witness i2 Printed Name STATE OF FLORIDA COUNTY OF PINELLAS Zara Newham 1976 Drew Plaza, Clearwater, FL 33765 / /' i i— , //—/ ;4nA,'. Amir H. Foroutan 1976 Drew Plaza, Clearwater, FL 33765 The foregoing Instrument was acknowledged before me this 11th day of May, 2004 by Zara Newham and Amir H. Foroutan who are personally known to me or have produced as idenfrfl lion. SEAL Not Signature My Commission File 104 -1601 Printed Notary Signature ORIGINAL RECEIVED! SEP 04 2007 PLANNING DEPARTMENT CITY OF CLEARWATER August 31, 2007 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 1725 East 5th Avenue, Tampa, FL 33605 Office (813) 215 -7372 Fax (813) 902 -8782 campoengineering.com Subject: Flexible Standard Development Application Project: Court Street Retail Address: 830 Court Street Previous Approval: FLS2004 -06045 Dear Sirs: On behalf of our client, we are submitting this application for Flexible Standard Development for the above referenced property. Please find enclosed the following documents for your review: • Fifteen (15) copies of the Flexible Standards Application; • Fifteen (15) copies of the location map; • Fifteen (15) copies of the deed; • Fifteen (15) copies of the Stormwater Report; • Fifteen (15) sets of site plans and landscape plans; • Fifteen (15) color copies of the site plan and landscape plan on 8 % x 11; • Fifteen (15) copies of the survey; . • Fifteen (15) copies of the Architectural Submittal Package; • A check for $675 to cover the application submittal fee. The project consists of a 5,479 square foot retail building and the associated parking area with 19 spaces and 1 dumpster. The parking ratio proposed is 3.4 per 1000sf of retail and no code deviations have been identified. The project is located within the Downtown District, at the northwest comer of Court Street and Prospect Avenue. The parcel is currently vacant and was previously approved for 13 townhomes under FLS2004- 06045. The stormwater runoff for the proposed townhome development will be tied into the City's Lake Pond Stormwater System under the existing Clearwater Downtown Stormwater Service District approval. If you have any questions or need any additional information, please feel free to contact me at 813- 215 -7372. Sincerely, Campo Engineering Inc. T�Imt Matthew D. Campo, P.E. Principal ORIGINAL. RECEIVED SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER c oN`ST,pGCIA \s�� "Nb,d Sol August 31, 2007 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 1725 East 5th Avenue, Tampa, FL 33605 Office (813) 215 -7372 Fax (813) 902 -8782 campoengineering.com Subject: Flexible Standard Development Application Project: Court Street Retail Address: 830 Court Street Previous Approval: FLS2004 -06045 Dear Sirs: On behalf of our client, we are submitting this application for Flexible Standard Development for the above referenced property. Please find enclosed the following documents for your review: • Fifteen (15) copies of the Flexible Standards Application; • Fifteen (15) copies of the location map; • Fifteen (15) copies of the deed; • Fifteen (15) copies of the Stormwater Report; • Fifteen (15) sets of site plans and landscape plans; • Fifteen (15) color copies of the site plan and landscape plan on 8 % x 11; • Fifteen (15) copies of the survey; . • Fifteen (15) copies of the Architectural Submittal Package; • A check for $675 to cover the application submittal fee. The project consists of a 5,479 square foot retail building and the associated parking area with 19 spaces and 1 dumpster. The parking ratio proposed is 3.4 per 1000sf of retail and no code deviations have been identified. The project is located within the Downtown District, at the northwest comer of Court Street and Prospect Avenue. The parcel is currently vacant and was previously approved for 13 townhomes under FLS2004- 06045. The stormwater runoff for the proposed townhome development will be tied into the City's Lake Pond Stormwater System under the existing Clearwater Downtown Stormwater Service District approval. If you have any questions or need any additional information, please feel free to contact me at 813- 215 -7372. Sincerely, Campo Engineering Inc. T�Imt Matthew D. Campo, P.E. Principal ORIGINAL. RECEIVED SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER -NYAa PLANNING DEPARTMENT January 10, 2008 Court Street Villas, LLC Jason Rappaport 2506 South MacDill Avenue Suite 200 Tampa, FL 33629 Ciro OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 Re: Development Order regarding case FLS2007 -08043 at 830 Court Street. Dear Mr. Rappaport: This. letter constitutes a Development Order pursuant to Section 4 -202.13 of the Community Development Code. On October 4, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to permit retail sales and services within the Downtown (D) District with a reduction to the required parking from 21 spaces to 19 spaces under the provisions of Section 2- 902.N. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Retail Sales and Services criteria under the provisions of Section 2- 902.N.; 2. The plan complies with General Applicability Criteria under the provisions of Section 3 -913; and 3. The proposed development is compatible with the surrounding area. Condition of Approval: 1. That all signage must be permitted separately; 2. That all building colors and architecture are consistent with the submitted plans; 3. That all past building permits in received status be closed out prior to issuance of building permit; 4. That the site be re- platted (as one) prior to building permit; 5. That all outstanding engineering conditions are met prior to building permit; 6. That prior to building permit a fee of $7252.00 be submitted the City Environmental Department; 7. That all outstanding traffic engineering conditions are met prior to building permit; 8. That all outstanding storm water conditions are met prior to building permit; and 9. That all proposed utilities be placed underground. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Court Street Villas, LLC Mr. Rappaport Page -Two I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the application received September 4, 2007 and other supporting documents received December 19, 2007. Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (January 10, 2009). All required certificates of Dccupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any perm it.or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Scott Kurleman, Planner II, at 727 -562 -4567 x 2504. You can access zoning for parcels within the City through our website: www.myclearwater.com.. Sincerely, Michael De k, CP Planning Director S: Tlanning Department IC D BTlex Standard (FLS)Unactive or Finished Cases Court 0830 Court Street Retail (D) SKI Court Street 830 -Court Street Retail - Development Order.DOC °Clearwater September 05, 2007 Court Street Townhomes Llc P O Box 270847 Tampa, Fl 33688 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W . MYCLEARWATER. C OM VIA FAX: No Fax RE: FLS2007 -08043 -- 830 COURT ST -- Letter of Completeness Dear Court Street Townhomes Llc : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2007- 08043. After a preliminary review of the submitted documents, staff has determined that the application is complete. . The Development Review Committee (DRC) will review the application for sufficiency on October 04, 2007, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments maybe generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562- 4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner II Letter of Completeness - FLS2007 -08043 - 830 COURT ST CITY OF CLEARWATER ° Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W . MYCLEARWATER. COM September 14, 2007 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 830 COURT ST (FLS2007- 08043) To Surrounding Property Owners: As a property owner within 500 feet of 830 COURT ST, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit retail sales and services within the Downtown (D) District with a reduction to the required parking from 21 spaces to 19 spaces under the provisions of Section 2- 902.N.. On October 04, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be October 04, 2007. The City encourages you to participate in the review of this application. You may contact me at 562- 4567x2504 orScott.Kurleman @myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on October 04, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Scott urleman Planner II Letter ofNotif:cation - FLS2007 -08043 - 830 COURTST NEWSPAPER REALTY CO CLW NEWSPAPER REALTY CO CLW BRYAN, EDWARD P 214 N TRYON ST 214 N TRYON ST JEMAL, CLAUDIA CHARLOTTE NC 28202 - 1078 CHARLOTTE NC 28202 - 1078 814 FRANKLIN ST CLEARWATER FL 33756 - 5514 RQDRIGUEZ, REINALDO DIAL, RUTH 2896 ARMADILLO DR PALM HARBOR FL 34683 - 6401 BROWN, NORMAN G BROWN, CONSTANCE S 805 PIERCE ST CLEARWATER FL 33756 - 5525 GILBERT, RONALD K ADELMAN, JUDITH 354 FOSTER LN CLEARWATER FL 33756 - 1625 300 COURT ST INVESTMENTS LLC 7171 N FEDERAL HWY BOCA RATON FL 33487 - 1612 �EVENREICH, DAVID 106 S PROSPECT AVE -�LEARWATER FL 33756 - 5759 . AWRENCE, NANCY G THE 69 ISLAND WAY ' ILEARWATER FL 33767 - 2139 iLL AROUND YOUR HOME INC 'O BOX 413 ' LEARWATER FL 33757 - 0413 [AZELWOOD, MAXWELL G 'RE 30 LARBOARD WAY STE 1 ' LEARWATER FL 33767 - 2153 TSETSEKAS, JOHN TSETSEKAS, HARRIET 400 ISLAND WAY # 1604 CLEARWATER FL 33767 - 2131 TACK & WARREN INC 803 PIERCE ST CLEARWATER FL 33756 - 5525 SIGN CONCEPTS INC 304 S PROSPECT AVE CLEARWATER FL 33756 - 5757 LIKMETA, ALI LIKMETA, SHERIFE 9 N CIRUS AVE CLEARWATER FL 33765 - 3102 CLEARWATER CHESTNUT ASSOCIATES 818 CHESTNUT ST CLEARWATER FL 33756 - 5642 LAWRENCE, NANCY G THE 439 ISLAND WAY CLEARWATER FL 33767 - 2139 ALL AROUND YOUR HOME INC PO BOX 413 CLEARWATER FL 33757 - 0413 WE CARE FASHIONS INC 807 COURT ST CLEARWATER FL 33756 - 5509 ULRICH, JAMES 203 S MYRTLE AVE CLEARWATER FL 33756 - 5521 TACK & WARREN INC 806 PIERCE ST CLEARWATER FL 33756 - 5526 TSAMIS, DENO THE TSAMIS, MINA THE 3234 HYDE PARK DR CLEARWATER FL 33761 - 1813 HEARST COMMUNICATIONS INC 214 N TRYON ST CHARLOTTE NC 28202 - 1078 CHEEK, MICHAEL C 480 POINSETTIA RD BELLEAIR FL 33756 - 1081 HELO INC 439 ISLAND WAY CLEARWATER FL 33767 - 2139 HAZELWOOD, MAXWELL G THE 430 LARBOARD WAY STE 1 CLEARWATER FL 33767 - 2153 DADETTO, ALLAN J 811 COURT ST CLEARWATER FL 33756 - 5501 HESTNUT COURT CONDO CCI HOLDINGS FINCHUM, TRAVIS D .SSN 5310A N CENTRAL AVE FIVE PALMS HESTNUT ST TAMPA FL 33603 - 2220 901 CHESTNUT ST STE B LEARWATER FL 33756 - CLEARWATER FL 33756 - 5618 HARTE OF FL TITLE SVCS INC HARTE OF FL TITLE SVCS INC PARTNERS IN SELF 11,602 MONETTE RD 11602 MONETTE RD SUFFICIENCY I RIVERVIEW FL 33569 - 4602 RIVERVIEW FL 33569 - 4602 901 CHESTNUT ST STE E CLEARWATER FL 33756 - 5618 CLEARWATER, CITY OF P O BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER HOSPITALITY PROPERT 3100 UNIVERSITY BLVD S STE 200 JACKSONVILLE FL 32216 - 2727 FOX, DONALD REALTY INC 915 COURT ST CLEARWATER FL 33756 - 5744 COURT STREET CONDO ASSN COURT ST CLEARWATER FL 33756 - 815 COURT STREET TRUST 815 COURT ST CLEARWATER FL 33756 - 5501 CLEARWATER HOUSING AUTH PO BOX 960 CLEARWATER FL 33757 - 0960 CLEARWATER, CITY OF P O BOX 4748 CLEARWATER FL 33758 - 4748 FOX, DONALD REALTY INC 915 COURT ST CLEARWATER FL 33756 - 5744 815 COURT STREET TRUST 815 COURT ST CLEARWATER FL 33756 - 5501 .BUTLER, JOSEPH A BUTLER, BARBARA A 125 MIDWAY ISLAND CLEARWATER FL 33767 - 2314 CLEARWATER, CITY OF P O BOX 4748 . CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF P O BOX 4748 CLEARWATER FL 33758 - 4748 FOX, DONALD REALTY INC 915 COURT ST CLEARWATER FL 33756 - 5744 815 COURT STREET TRUST 815 COURT ST CLEARWATER FL 33756 - 5501 81.5 COURT STREET TRUST 815 COURT ST CLEARWATER FL 33756 - 5501 FAUBION, GERALD C COURT STREET TOWNHOMES COURT STREET TOWNHOMES FAUBION, CHRISTINE D LLC LLC 3073 LUSITANA DR PO BOX 270847 PO BOX 270847 LIVERMORE CA 94550 - 9684 TAMPA FL 33688 - 0847 TAMPA Fl- 33688 - 0847 COURT STREET TOWNHOMES COURT STREET TOWNHOMES COURT STREET TOWNHOMES LLC LLC LLC PO BOX 270847 PO BOX 270847 PO BOX 270847 TAMPA FL 33688 - 0847 TAMPA FL 33688 - 0847 TAMPA FL 33688 - 0847 TIMES PUBLISHING CO INC TIMES PUBLISHING CO INC KAPETANOPOULOS, THANASIS PO BOX 1121 PO BOX 1121 DIMITRIOS ST PETERSBURG FL 33731 - 1121 ST PETERSBURG FL 33731 - 1121 1117 CARLTON RD. TARPON SPRINGS FL 34689 - 2901 CLEARWATER VILLAGE PROSPECT TOWERS OF MORTON PLANT HOSP ASSN MINKOFF, SUE THE CLEARWATER INC 423 CLEVELAND ST 801 CHESTNUT ST PO BOX 210 CLEARWATER FL 33755 - 4005 CLEARWATER FL 33756 - 5626 CLEARWATER FL 33757 - 0210 Clearwater Neighborhood Coalition 830 Court Street - PO Box 8204 FLS2007 -08043 Clearwater, Fl 33758 Scott Kurleman President: Joe Evich Stormwater Report (City of Clearwater Submittal) Court Street Retail Pinellas County, Florida Prepared for. Court Street Villas, LLC 2506 South MacDill Avenue, Suite 200 Tampa, Florida 33629 (813) 902 -0598 Prepared by: pe u'406 gr, MGM 1725 East 5th Avenue Tampa, FL 33605 Phone (813) 215 -7372 Fax (813) 902 -8782 Matthew D. Campo, P.E. Florida Registration #53988 September 2007 ORIGINAL RECEIVED SEP 04 2007 PLANNING DEPARTMENT CITY OF CLEA WATER a., s' Table of Contents General Information A. Description B. Location C. Sewer Service and Water Supply D. Zoning, DRI, and Other Permits II. Analysis A. Runoff Curve Number Calculations ------------------------------------------------------------------------------------------------------------------- I. General Information A. Description The proposed project consists of a 5,479 square foot retail building and associated parking area with 19 spaces and 1 dumpster. Stormwater runoff from the site will continue to drain to the Clearwater Town Lake stormwater management system. The runoff curve number for the site has been reduced from 92.9 to 83.1 (see calculations below). B. Location The proposed project is located at 830 Court Street Clearwater, Pinellas County, Florida. See the attached Construction Plans for the Location Map. C. Sewer Service and Water Supply The City of Clearwater will provide water and sewer for the proposed project. D. Zoning. DRI and Other Permits 1. Zoning Existing zoning for the site is D (Downtown), which is compatible with the proposed development. 2. DR/s No DRI was required for this project. 3. Other Permits ORIGINAL RECEIVED SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ' % )- . This parcel was previous permitted for 13 townhomes as Court Street Villas, FLS2004 -06045 and SWFWMD ERP 44022515.02. II. Analysis A*. Runoff Curve Numbers Table II -C1 . Runoff Curve Numbers Existing Conditions (Auto Repair) Description Area (acres) Curve Number CN x A Cover Type & (CN) Hydraulic Cond: Dirt Parking 0.08 72 5.54 Dirt Parking Lot Impervious 0.31 98 30.69 Bldg, Concrete & Impervious 0.29 98 28 57 Asphalt Total Area 0.39 36.23 92.9 =Weighted CN Post Development Conditions Description Area (acres) Curve Number CN x A Cover Type & (CN) Hydraulic Cond. Open Space 0.10 39 3.84 Grass, Good Condition, HSG "A" Impervious 0.29 98 28 57 Bldg, Concrete & Asphalt Total Area 0.39 32.42 83.1 = Weighted CN ORIGINAL RECEND SEP 0 4 2007 PLANNING DEPARTMeNT CITY OF CLEARWATER t_1 Conditions Associated With FLS2007 -08043 830 COURT ST Engineering Condition Steve Doherty 562 -4773 09/24/2007 The following conditions shall be met prior to the issuance of a building permit: 1. Brick paver driveway shall be constructed per City of Clearwater Contract Specifications and Standards Index #116. Delete Brick Paver detail on sheet 7 and replace with City Index #116. MET 2. Applicant shall obtain a Brick Paver Driveway right -of -way permit prior to issuance of a building permit for use of brick pavers in the driveway apron. 3. New dumpster enclosures: Maximum 6' -0" high and constructed of concrete block. Materials used should be consistent with those used in the construction of and architectural style of the principal building, Include City of Clearwater Contract Specifications and Standards, Part "C ", Construction Standards, Index #701 on the plans. MET 4. Proposed brick paver sidewalk in the S.R. 595 (Court Street) right -of -way will be subject to a determination of compliance with the downtown plan. MET 5. Applicant shall obtain a permit from the Florida Department of Transportation for proposed work in S.R. 595 (Court Street). 6. Revise water system note #3 to indicate depth of cover water mains shall be 30" to 42 ", rather than the 30" indicated on the plan. (City of Clearwater Contract Specifications and Standards, Article 41.03(8)(1).). MET 7. Sheet 2: Delete Water Distribution note #9 as thrust blocking is not permitted. Applicant shall use mechanical joint restraints only. MET 8. Sight triangles shall be measured from the property lines, not curbs. Revise plan accordingly. 9. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. Revise plan accordingly. 10. Applicant shall provide a copy of an approved Florida Department of Environmental Protection (D.E.P. ) permit for the installation of the sanitary sewer extension. Minimum sewer main size is 8- inches. 11. Curb type on Prospect Avenue shall match existing curbing and shall be constructed per the appropriate City of Clearwater construction standard detail. 12. Show a grease trap on the utility plan to serve the proposed restaurant. 13. Sidewalks are to be installed within 3 day of their removal. 14, Applicant shall obtain permanent address assignments from the Engineering Department. 15. Applicant shall pay all applicable sewer and water impact fees. 16. Show on the plan a double sweep clean -out for the sanitary sewer lateral and include Clearwater Contract Specifications and Standards Detail #305, pg. 1/3. 17. Existing potable water facilities may require field adjustment. 18. Applicant shall obtain permanent address assignments from the Engineering Department. Prior to the issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer or land surveyor registered in the State of Florida. Construction Services Inspector will field inspect as -built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and /or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Note: Reclaimed water for irrigation is not currently available to this site Not Met CaseConditons Print Date: 01/10/2008 Page 1 of 2 ,m FLS2007 -08043 830 COURT ST Environmental Condition Sarah Josuns 562 -4897 09/20/2007 Prior to Building permit, a one time fee of $7,252.00 must be submitted. Please submit as a separate check at the time of processing. Contact the Environmental Department at (727) 562- 4750 for information about the Buy -In District and application fees. EC Land Resource Condition Rick Albee 727- 562 -4741 Not Met 09/24/2007 No Issues. Not Met Parks & Recs Condition Debbie Reid 562 -4818 09/18/2007 No issues - project in CRA. Not Met Storm Water Condition Phuong Vo 562 -4752 12/20/2007 The following shall be addressed prior to issuance of building permit. Not Met 1. Based on field conditions, the adjacent building to the west has a low finished floor elevation and the entrance is near the proposed building, please extend the roof drain system around the west side of the building. 2. Show a swale along the western side of the property and its cross section at the existing covered concrete walk to the west of the. site. Swale shall be tied into the storm system. 3. The pervious area resulted from the demolition of the two(2) concrete driveways shall be sodded. 4. Show on grading plan the existing 1.8" storm pipe that the proposed outfall pipe tie into. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Traffic Eng Condition Bennett Elbo 562 -4775 12/20/2007 Prior to a Building permit Not Met 1. Change the Florida Statute number on the handicapped parking sign to read "318.18 ". CaseConditons Print Date: 01/10/2008 Page 2 of 2 Community Response Team Planning Dept. Cases — DRC Case No. r14zy,-) -M04/3 Meeting Date: Location: ❑ Current Use: VA AN'LL 1,9U!ELCIQ&j tL C_0-r Active Code Enforcement Case (no es: COMTrF1_ 0/ Icy CLj ► t S'o C r,c V- u Address number (yes) (no) (vacant land) CaY L lem ❑ Landscaping (yes) (no) ❑ Overgrown (yes) (no) IDebris es no) ❑ Inoperative vehicle(s) (yes) (no) ❑ Building(s) (good) (fair) (poor) (vacant land) ❑ Fencing (none) (good) (dilapidated) (broken and /or missing pieces) o Paint (good) (fair) (poor) (garish) ❑ Grass Parking (yes) (no) ❑ Residential Parking Violations (yes) (no) X Signage (none) (ok (not ok) illboard) ❑ Parking (n /a) (striped) (handicapped) (needs repaving) o , Dumpster (enclosed) (not enclosed) ❑, Outdoor storage (yes) (no) Comments /Status Report (attach any pertinent documents): Date: � /W/VReview4 � by: / 2oTelephone: Revised 03- 29 -01; 02 -04 -03 _2KATAF.F (23' -TA4GVE GRADE)___ TOP OF MARQUEE I 2a-0'AFF. ............. _. TOP OF PARAPET - 1 T-6' A.F.F. _ ROOF DECK 1V_WA.F.F. TOPOFSIGN - - -- _ _ate ___ -------- FINISH FLOOR, ( -Za_Y B.F_F, _ GRADE g -ta AFFJZK -C'W EGRADE)___ TOP OF MARQUEE 2a-0'A.FF. TOP OF PARAPET -------------------- 1T- 'A.FF. ROOF DECK a� FINISH F- - - - - -, LOOR B.F.F. - 1 GRADE -'-- - -- 2T- 10'AF.F. (2T4r ABOVE GRADE) TOP OF I 2a-0' AF TOP OF I 1T�'AF ROOF DE FINISH F' GRADE Stowe e4d■s.%4 ow South Elevation scale: 1/8 °= F -al Scheme D - Court Street elevation SMA*- -S-kdOe e4-- North Elevation _ scale: 1/8 "= 1' -0" Scheme D - parking side elevation 2T- 1a'A.F.F. (2W4r ABOVE GRADE) TOP OF 1 W-VA.F TOP OF I 1T4KAF ROOF DE _ _aa FINISH P GRADEB West Elevation scale: 1/8 "= 1' -0" Scheme D - adjacent lot elevation East Elevation scale: 1/8 "= 1' -0" Scheme D - Prospect Avenue elevation scale: 1/16 11 = 1 ' -0" iS MAINTAINED PPED HEDGING k OBK W NL ' LLLL & PLANTINGS; VIBUR IJiv? ?O—BE- 1 I LLLLLL AT 36 ", LANTANA TO BE AT 18 ", 'GROUND 0 O �cl O LLLLLL LLLLL JUNIPER COVER TO BE O' G LLLLLL LLLLL ., AT 6 - -10- (TYP) LL�� X, p�, � � Ja -ie � LL L ����LL LLLLL I_I �Fl L LLLLLL LLLL I VISIBI LLLLL LLLLL _ LLL LL LL ✓ LLLL L LLLLLL - LLL L LLL LLL LLLLL L L LLL LLL LL l I �I MAINTAINED STEPPED HEDGING —J & PLANTINGS; VIBURNUM TO BE AT 36 ", LANTANA TO BE AT 18 ", JUNIPER GROUND COVER TO BE AT 6 " -10" MP) 'COURT STREET i I I y I.^ 4 I p °o� LLLL LLLL LLLL TYPE /OUAUTY o,� O LLLLLL LLLLL LLLLLL 0 O �cl O LLLLLL LLLLL LLLLLL A C., O' G LLLLLL LLLLL ., W 0, 4 LL�� .• p�, � � Ja -ie � LL L ����LL LLLLL I_I �Fl L LLLLLL LLLL o VISIBI LLLLL LLLLL _ LLL LL LL ✓ LLLL L LLLLLL - LLL L LLL LLL LLLLL L L LLL LLL LL l -- -- _ L ILL WASHNGTON PALM WASHNGTOMA ROSUSTA B W.— AS I �I MAINTAINED STEPPED HEDGING —J & PLANTINGS; VIBURNUM TO BE AT 36 ", LANTANA TO BE AT 18 ", JUNIPER GROUND COVER TO BE AT 6 " -10" MP) 'COURT STREET i I I y I.^ 4 I LLLL LLLL LLLL LLLL TYPE /OUAUTY LLLLL LLLLLL LLLLL LLLLLL LLLLL LLLLLL LLLLL LLLLLL A C., LLLLL LLLLLL LLLLL LLLLLL LLLLL LL�� LLLLLL I I I LLLLL LLLLL LL L ����LL LLLLL I_I �Fl L LLLLLL LLLL VISIBI LLLLL LLLLL _ LLL LL LL ✓ LLLL L LLLLLL - LLL L LLL LLL LLLLL L L LLL LLL LL l -- -- _ L ILL WASHNGTON PALM WASHNGTOMA ROSUSTA B W.— AS I �I MAINTAINED STEPPED HEDGING —J & PLANTINGS; VIBURNUM TO BE AT 36 ", LANTANA TO BE AT 18 ", JUNIPER GROUND COVER TO BE AT 6 " -10" MP) 'COURT STREET i I I y I.^ 4 I NOTE A. SOEN,FIC NAME TYPE /OUAUTY THE I ujJI NOTES - SPACING DV LIVE OAK DUERCUSVNGNWU z / T LiI ¢I� I I I I LLI a-1 20'x2 SIGHT VISIBI fry PHOENIX WIARIENSI3 TRIAN ✓ a-I t"GIFJRA`G _ AS S PROPOSED PLANT LEGEND GR000 COVER (TYP) I I I I { I Cf 1 w r I � SM. NOTE OOMAONNAME SOEN,FIC NAME TYPE /OUAUTY THE CJM. NOTES - SPACING DV LIVE OAK DUERCUSVNGNWU SHALE TREE / 3 1PHDGHT AS RAH GRADE J zs'rxPat SHOWN PC CANARY ISLAND PHOENIX WIARIENSI3 6PECNEN PALM ✓ 2 t"GIFJRA`G _ AS RAH GRADE 3TRAIGHTTRUMC SHOWN !Y� WR WASHNGTON PALM WASHNGTOMA ROSUSTA B W.— AS RAH TRADE PR 'GA'Y DATE PAW PHOENIX ROEBELENII FU RCAH GR l Rr—AND _ AS HNR SMOWN jl PODOCARPUS ACCENT TREE 10 TCLEAFI _ AS 4i MACROPHri M FLAN GRADE 3mAlOH —w SHOWN JC SHORE JUNIPER JUNIPERUS CONFERTA 3GAllON S00! AS GROIN - AS COVER SHOWN IIIIAIIIIIIiAi LC YELLOW LANTANA LANTANA CAMARA 3 GALLON ✓ M, AS MEDIUM 10' - AS HIM PLANTING SHOWN SAMOAN" VIBURNUU 100%CONT. - 30'ON ... VS VIBURNUNI SUSPENSUM SGAILON 183 HEDGE.WHIOH CENTER go M IMPATIENS -WHITE IMPATI[NS WAU -EfUNA 1(rLL10N ANNLWLBED - 12' MIN. - ANNIWS- -FOR COLOR. SPACING Y IJL20 IL�� I I !� FR10 -6' < NF- 10.21' ,Q RIOM OF WAY NOTE ALL TURF WTTHN THE F"IT OF WAY WILL BE MWGINED OR REPLACED PRIN TO C.O. s? CCJA1r1�O �e . IBM 1725 EAST 5TH AVENL TAMPA, FL. 33605 PHONE: (813) 2157372 FAX (B13)902-8782 PROJECT TITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACOILL AVENLE SLATE A TAMPA. FL 33629 PHONE: (013) 902 -0598 REVISIONS NO. DESCRFN A. DATE: 812001 REVIEWEDBY: MDC DRAWN BY: BLM DESIGNED BY: BLM PROJECT NWBER 07027 Yd�Iw O C w m —am SHEET TITLE LANDSCAPING PLAN SHEET NUMBER LS -1 d3lVAidV313 MW :10 ulo �byd3O WNW,, 1001�p � -> a3N3o38 Tv'N1912i® �� �� CEP � � �pQ � P�NpNF C� -PRw At R, cm PROPOSED RAMP _PER FDOT- I PROPOSED TYPE —\ CURB ' ` SETBACK 304 (TYP) SETBACK I ,;I --� 5) t) Iis i 7LSILT FENCE _ 8' PROPOSED L -10'- DUMPSTERI ENCLOSURE, fi 10 1 g' I TO BEI PROPOSED TYPE COMPATIBLE f LJ 'D' CURB 20'x20' SIGHT s °E CO„„ OR „L E.I$Tlaa CONCRETE VISIBILITY �oDn[ua[�[HSPEar «1.N°fOm up7" TRIANGLES PROPOSED DETECTABLE WARNING STRIPS NOTE: MATOER ALS I 6' FRONT / _ PROPOSED d } � 3 3DRIVEWAY APRON ',PER 'FDOT ON THE PROPOSED 24' 6° RIBBON > INDEX < #515 & 516, PROPOSED I HANDICAP PARKING SPACE CURB ' � i - o MOT PER INDEX BLt,l_, � ^5 ' I-12�5 r I� � #625 �I �I STOP PER SIGN R1 -1 FDOT INDEX 5' 51DE-----` SETBACK = �I I LJ _PRQP_OSE D— 8.1 7'- -6— 'LRIBBO N L 1 ICURB - - RETAIL BUlLDING 50' 52.67' -5 1 479 —SF — — — FFE =25i.50 — — — — 109_ _ — — — I I 7— - i iLL i-fzt-f PROPOSED 5'—; - WIDE CONC. SIDEWALK PER FD T INDEX #310 INTERLOCKING BRICK PAVERS TAN 4 "x8" HERRINGBONE PATTERN (TYP) 3 #17302 24" WHITE STOP i BAR PER FDOTI INDEX #17346 SIDE SETBACK �5' WIDE CONIC. SIDEWALK PER FDOT INDEX #310 I PROPOSED TYPE • ® D' CURB - -- 6' FRONT / _ SETBACK ASPH. ^AVCMCNT - PROPOSED TYPE 'F' CURB ORIGIN& RECEPAr PLANNING DEPARTMENT CITY OF CLEARWATER LEGEND �� BD.aHD ® BEE�DFTNLASHED 5 ' TNCY( 9 EWALF / CONCa r. — .. —..— PROP - LIME ED�wuw g I— DaTa,CT ��BDIB,aK, P6�Tr PIW WUWBEa6 � r Sn B59]imopmp i TOfOMID � rAn NB6RImBBNO 1 >MLiB ®T��A i�awirosnpm+m+p ,s]nsiBN7mmmmm � W+ ,p � 11]B,SnBMlNmmtl �5>9n Y�BWI ]7mpNWt LuWOTVPE Conk BLOCIU COIS,aV Or ueRmECTED o BE B dam gEo MOJFCBE a mss. OMO CONCBDE. ,B)6F - 6En- OPOSEOVEHICL6 sE .1 sEBa -aiaAC _ rDwa.CE .:I TCTAOS fr AnFA :.�.. w u;un. us Z =1 w• - w Bu. Wcam- it Wnr 7. w am FPD ..r .w w o w. srt ea�o r ma v$(se+nt w ®A pm GENERAL NOTES (9- C �Alir0 mac, nrc, Ee� �E7nIEIUfr D. AD,„DRV,nDW WD 1725 EAST 5THAVENUE TAMPA, FL. 33605 PHONE: (813) 2157372 FAX: (813) 902 -8782 PROJECTTITLE COURT STREET RETAIL CITY OF CLEARWATER CLIENT COURT STREET RETAIL 2506 SOUTH MACD61 AVENUE SUITE A TAMPA, FL 33629 PHONE: (813) 902 -0598 REVISIONS 80. oESeAYRO11 oA7e DATE: 61=7 REVIEWED BY: MOC DRAWN BY: BUM DESIGNED BY: BLM PROJECT NUMBER 07 -027 MptlAw 9 cBmFp 5� SHEETTI7LE HORIZONTAL CONTROL PLAN SHEET NUMBER d ORIGINAL RECEWD SEP 0 4 200-1 PLANNING DEPARTMEN2 CITY OF CLEARWATER MAINTAINED STEPPED HEDGING & PLANTINGS; VIBURNUM TO BE- • � AT 36', LANTANA TO BE AT 18 ", _ JUNIPER GROUND COVER TO BE AT 6 " -10" (TYP) I. 1 SOD SOD m uM � 7 2 LC LC L i vs ANNUAL PLANTING = 't7[WE m wI& -- Lc (TYP) � Y � 3 - �20'x2O' SIGHT -- VISIBILITY � TRIANGLES Eilowvl MAINTAINED STEPPED HEDGING J & PLANTINGS; VIBURNUM TO BE AT 36 ", LANTANA TO BE AT 18 JUNIPER GROUND COVER TO BE AT C -10" (TYP) -SPE•. =eVENCNT GROUND _ COVER (TYP) IjI , w5 _� t 53 LC - MiA SYM. NOTE COMMON NAME SMUENTIRC NAME °.. , MAINE QUAK NOTES -SPAC SPACING QV LINE SAN CLIERCU6 VFfJHANA Z is 3 GALLON a:. I - SNM - c3; REVISIONS W. DEBGRIAION OATS sip IC � Lu MJMMONNACAMARA a - BIHOW71 211 CA PO CANARY ISLAND PHOENX CANAIENSIS 9PEgO1PALM '- 2 0 c cl- LLJ z �PPa�OFAR rGYNp 1725 EAST 5TH AVENUEn 20 Z ?-- SSA1nrtTRAPC SHOWN! lY� u d WASHINGTON PAIN TAMPA. FL- 33605 � T / 7 W -WHIgH AS PHONE: (813) 215-7372 N - ANIIML EED _ Ir MN - PORCOLAR SPACRq E FAA: (813)902 -8782 _= + . VY CHRISTMAS PAW VE9TCHIA 6ERR1L11 MOJECTTITUE COURT STREET RETAIL PROPOSED PLANT LEGEND 6 1RGLENNM _ AS AS SIOAIJ SYM. NOTE COMMON NAME SMUENTIRC NAME TYPE /QUAINh' MAINE QUAK NOTES -SPAC SPACING QV LINE SAN CLIERCU6 VFfJHANA JUMPS" OOMFBRA 3 GALLON SNM - _ REVISIONS W. DEBGRIAION OATS sip IC F&iAM GRADE MJMMONNACAMARA 3GALLON - BIHOW71 211 PC CANARY ISLAND PHOENX CANAIENSIS 9PEgO1PALM '- 2 fot2EMAro _ AS VIBURNUM WSPENSW 6DAUM 196 PULM GRADE `/ SSA1nrtTRAPC SHOWN! lY� WR WASHINGTON PAIN SASHINGFONAROSMA � T / 7 W -WHIgH AS N - ANIIML EED _ Ir MN - PORCOLAR SPACRq E ,/ + . VY CHRISTMAS PAW VE9TCHIA 6ERR1L11 SHADE TREE SOD 6 1RGLENNM _ AS AS SIOAIJ FLAIH GRADE ,� RIGHT OF WAY NOTE: ALL TURF WITHIN THE RIGHT OF WAY WILL BE —WANED OR REPLACED PRIOR TO C -O. STRAIONT TRNE SHOWN CITY OF CLEARWATE R COURT STREET RETAIL 2506 SOUTH MACOLL AVENUE SUITE A TAMPA. FL 33629 PHONE: (813) 902 -0698 PR PYGMYVATEPA W M40BAXROEDEU M1 � / A smNalr TMMI• 6HIpWN JC S O E JUNIPER JUMPS" OOMFBRA 3 GALLON SNM - AS GR SHOWN COVER 'ND ' `N REVISIONS W. DEBGRIAION OATS sip IC YELLOW LANTANA MJMMONNACAMARA 3GALLON 211 AS YEDIUM /r _ AS HIGHPLANNMO MOWN '- ENIOAN(AM MRURNUM VIBURNUM WSPENSW 6DAUM 196 fO0%COM. - 3r ON HEDGE 3r HIGMH CBlTFA it AN IMPA7EM8•W41TE - AIAUI- NA EiATENBWALLERANA 1GALLON N - ANIIML EED _ Ir MN - PORCOLAR SPACRq AlAluslPEf LYM SOD �PO%IMF.f/!E S7ENIITAPIHRUM SECNIOATUA SOD AS SIOAIJ DATE SVJOO'T RIGHT OF WAY NOTE: ALL TURF WITHIN THE RIGHT OF WAY WILL BE —WANED OR REPLACED PRIOR TO C -O. REVIEWED BY: MDC DRAWN BY: SUM DESIGNED BY: BLM PROJECT NUMBER 07-027 YaI1M1e. 0 Campo 539BA SHEETn7LE LANDSCAPING PLAN SHEET HUMBER LS -1 rWw North Elevation scale: 1/8"= V-9' Scheme C - parldng side elevation I I I South Elevation scale: 1/9' =1'-" Scheme C - Court Street elevation N RETAIL BUILDING 5,487 SF footprint s.'.ae siyx. rox o� ry 9 Pfi� scale: 1116'= 1' -0" N U x U 6 I ENe, LEGEND I-- '�°,.� -.m -- East Elevation scale: 1/87 V-0, Scheme C - Prospect Avenue elevation a SIGNAGE Cr , =7 West Elevation scale: l/9' =1'-7' Scheme C - adjacent tot elevation 6 0 %j � a LJ ? O LL aV LOCI I N t _t Gw. �a 23 :34F Montclair R Sunset Point Rd; 6 `^ Sunset Po :z 3� Greenlea Dr vte *r Cdr 0.-erlea St 426 a o Long St .Seminole L O J Shar Side Cyr _ .son Rd Grew St Drew St 59G Drew St GO of $ Cleveland St Mexico Pierre St 0 1 Rainbow Dr iv Is_c Aft L^ , Court St nu 9- 1 ,{ "' Turner St Sand Frey Park -t �. � rp � a 373 � Druid Rd E �- <, r cu rid a F er 'S 1486i R Lakeview Rd Q rb Coe Rd = St 631! 4 - Cugl Dui — Woodlawn St Ed C it Perk3g5 -! _ j474 Nursers Rd 6elleair Courdry Club c Belleair Rd Cb �- .6q � r -5 e D Belleair 4 yatt St y " °� 4 c v Ln Rosery Rd Rosery Rd NW Largo Idle Dr Kent Mehlenbacher Rd Roberta `^ ORIGINAL RECEIVED SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Dover White a0 Ln Alchemy 0 Quite Coral Highlight Your Architectural Achievements Permadize : Finishes From Kawneer wu3wrlw An A4,x.:, Cx**"�vv ORIGIW RECEWD �Ep o � Sao pLANNING DRAB MEN) CITY OF CLEARWATFR High Performance Coatings That Meet AAMA 2604 Specifications Permadize° Hardcoat Finishes combine the proven durability of 50 percent fluoropolymer resins with a rich metallic pearlescence to create vibrant colors that trans- form your perception of a finish. The Permadize secret is its formulation process in which the pearlescent highlights are combined with texturizers — minute metallic -like par- ticles — that add increased abrasion resistance. The result is a hard finish that blends beauty with everyday toughness and mar resistance. Performance Permadize finishes stand up to normal use, abuse and weathering. And ultimately, they help to hold down building maintenance costs. Proven performers, Permadize Hard- coat Finishes are tested to meet the most stringent standards and have surpassed the AAMA -2604 testing requirements. The specification allows non- chrome pre - treatment and covers a period of five years South Florida exposure, as well as tough abrasion, gloss retention and adhesion tests (see table opposite). The added hardness of the 50 percent Kynar formulation enhances protection against finish damage and touchups that are sometimes required during transportation, installation and everyday use. Aesthetics The hard finish and greater mar,resistance of Permadize Hardcoat Finishes make them ideal for ground floor instal- lations such as storefronts and entrances that must withstand heavy traffic and constant usage. In addition, Permadize Finishes provide excellent resistance to chalking and fading. Colors include earth tones as well as vivid blues and greens and the metallic sheen suggests custom anodized colors. Permadize Hardcoat Finishes • For colors that complement today's designs • For hard finish and mar resistance • For long- lasting performance • For sparkle that brings life to color Note: Tbese color samples are as close as possible to actual colors offered within the limitations of printing techniques. Final color sped Ration sball be as per approved color samples. Pennadise' finishes are formulated by The yalspar Corporation for Aawneer Company, lnc. rZ)KAWNEER COMPANY, INC., 2005 Performance Table Mechanical AAMA 2604 Permadize Hardcoat Finish Performance Reference Performance Dry Film Hardness Section 7.3 Pass 2H Minimum Dry Film Adhesion Section 7.4.1.1 Pass No film disbondment Impact ,Resistance Section 7.5 Pass No film disbon.dment Abrasion Resistance Section 7.6 Pass > 20 liters per mil >_ 30% gloss retention Erosion Resistance Chemical AAMA 2604 Permadize Hardcoat Finish Resistance Reference Performance Muriatic Acid Section 7.7.1 Pass No visual change or Resistance blistering Mortar Resistance Section 7.7.2 Pass No visual change or loss of adhesion Nitric Acid Resistance Section 7.7.3 Pass Color change <5 AE (Hunter) Detergent Resistance Section 7.7.4 Pass No film removal or blistering Corrosion Tests AAMA 2604 Reference Permadize Hardcoat Finish Performance Wet Adhesion. Section 7.4.1.2 Pass No film removal or blistering Boiling Water Adhesio Section 7.4.1.3 Pass No film removal or blistering Humidity Resistance Section 7.8.1 Pass No blisters > "few No. 8" (ASTM D 714) Salt Spray Resistance Section 7.8.2 Pass < 1.6mm creep from scribe Weathering 5 Years Florida AAMA 2604 Reference Permadize Hardcoat Finish Performance Color Retention Section 7.9.1.2 Pass Color change <_5 AE (Hunter) Chalking Resistance Section 7.9.1.3 Pass No more than No.8 rating (ASTM D 4214) Gloss Retention. Section 7.9.1.4 Pass >_ 30% gloss retention Erosion Resistance Section 7.9.1.5 Pass < 10% Film loss ORIGIM4 RECEIVED SEP o 4 2007 PLANNING DEPARTMENT CRY OF CLEARWATER IlKawneer An Alcoa Company hawneer Company, Inc. Technology Park/Atlanta 555 Guthridge Court, Norcross. GA 30092 770/449 -5555 waw.kawneer.com LI1HO IN U.S.A. Form No. 00- 1342.04.05 til A('i: ('AI'1 AIN NAVY a,lh (.q`wut Nrr, Fi.,,k SEP 0 4 2007 PLANNING UEPARTMENI CITY OF CLEARWATER µ.,ell s YI.E. t 9408 -0001 ii L, 14, 1, 1. iNvi 9431— (1000 �� �1� B1li�plA�y P STY IF All IAIiN N A V Y t tizA 11 f s:I L\ .+'ethc I.s�zt3 e'lr,.A 11 1'.,,.1h� IiIkIV 1�7.,,�k 1 ,1' ►IYA tzs,co e, Iq 's t Fluropon Architectural Finishes. K uur .r High Pey�orming Paints That Let You Design 16 C. M In Whrant I, i no Coln 11 �C'L. )A W- PENN,011c, pR`N P ER co P Superior Pertonnance Coatings That Meet AAMA 2605 Requirements There's a painted finish as expressive and enduring as the buildings you design. Fluropon® Architectural Coatings combine beauty and successful performance as only a 70% fluoropolymer based coating can. FluroponO colors add life to your architectural expressions. Fifteen standard colors and a limitless pallet of custom colors can satisfy your creative needs. The standard colors are always in stock at Kawneer Paint Facilities for fast tuna around, while the Fluropon® Criteria AAMA 2605 Substrate Pretreatment Dry Film Thickness (ASTM D 1400) Specular Gloss (ASTM D 523) Dry Film Hardness (ASTM D 3363) Impact Resistance (ASTM D 523) Abrasion Resistance (ASTM D 9078) Flame Test (ASTM E 84) Salt Spray (ASTM B 117) Accelerated Weathering (QUV) (ASTM G 154) Fluropon' Performance Meets or Faceeds Aluminum Only Multi- Stage Cleaning and Conversion Coating Primer: 0.2 - 0.4 mil Topcoat: 1.0 - 1.3 trail Clear Coat: 0.3 - 0.5 mil (when required) 30 t 5 at 60° meter setting F minimum 1 /10" Deformation No Loss of Adhesion Coefficient of 40 minimum Class A Coating Hours: 4,000 Scribe: Rating 7, 1/32" Field: Rating 1.0; No Blisters Hours: 2,000 Total Color Change: 50E (Hunter) Units Max. Chalk Resistance: Rating 8 Max. Humidity Resistance Hours: 4,000 (ASTM D 2247) Few #8 Blisters Max. 10 Years South Florida Color Change: 50E (Hunter) Units Max. Chalk Resistance: Rating 8 Max. (6 for White) 10% Muriatic Acid Spot Test 15 min., No Blistering or Visual Change Mortar (Alkali) Resistance 24 Hour Spot Test, No Visual Change 72 Hour Detergent Immersion No Loss of Adhesion (@ 100° F) ©KAWNEER COMPANY, INC., 2005 custom colors can be formulated conveniently at Valspar's Facilities. This is a paint that endures along with your architectural statement. Fluropon® is formulated to maintain integrity for years. Outstanding durability translates to substantial maintenance savings for the building owner, over the life of the building. Thousands of buildings the world over testify to the lasting beauty and performance of Kawneer standard Fluropon' Architectural Coatings. Kawneer #22 StacMuropon° Ardxkctural Coatings The 15 standard Fluropon' colors shown on this chart are Kawneer #22 stock coatings. They are stocked at Kawneer Paint Facilities for fast turn around of painted projects. The following specifications are required for the proper appli- cation and end -use results of Fluropon`. Perfot7nance properties represent minimum results when Fluropon' is applied according to specifications. Guide Specifications Fluropon® coating will meet or exceed test requirements of AAMA 2605, Voluntary Specification, Performace Requirements and Test Procedures for Superior Performing Organic Coatings on Alu- minum Extrusions and Panels. The following are the guidelines for specifying and applying Fluropon ®: Pretreatment —The aluminum shall be thoroughly cleaned using a multi -stage cleaning process to remove organic and inorganic surface soils and residual oxides. Apply a chemical conversion coat- ing to which organic coatings will firmly adhere. Primer —The cleaned and treated substrate shall be primed with Fluroprime° to a thickness of .2 -.4 mils. using Valspar approved factory application methods. Paint —The Fluropon paint system shall contain 70% PVDF (Hylar 50001 or Kynar 500 ®) resin and durable ceramic pigments. It shall be factory applied and oven baked for a topcoat film thickness of 1.0 - 1.3 mils. Clear topcoats, if required, shall be applied at 0.3 - 0.5 mils. Fluropon® is a registered trademark of 77ie Yalspar Corporation. Itplar 5000'4 is a registered trademark ofSolvay Solelis. Inc., Kynar500' is a registered trtulemark of Arkema Inc. Note: These color samples are as close as possible to actual colors q ffered within the limitaliuns ofprinling techniques. Find color specification .ball be as per approved color samples. Fluropon' finishes are, formulaled by The U51)ar• Corporalion forKawneer Company. Inc. Kawnee An Alcoa Company Kawneer Company, Inc. Technology Park/Atlanta • 555 Guthridge Court Norcross, GA 30092 • 770/449 -5555 ORIGINAL RECEIVED SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER LITHO IN U.S.A. Form No. 00-1333.04.05