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FLD2003-09047 (2) FLD2003~0904 7 GTE CREDIT UNION 1750 N Belcher Road I ) - - J -\- - - / - + I r---== - =-_ / =--=---=-~"'---="-=-=-~--=--==---==-f_____U___'- I (- ~ CALUMET STREET - - - - - -=--=--=--=--..d.-=~-;;7 - " , I 701 O! 0) ,.... I") I I \/ V\ PROPOSED DISTRIBU110N FACIUlY I I I T -/ -, ~N l_1 r- F [' I I I - ~ II till n -- - - ~ - ~ - ..... o (:) ql z I .... -- N.89021' 49"W. ,.- / / 10\0 I I L- L- L- I J PROPOSED 2 STORY OFFICE BLDG. ~ I II - ~ ... - .~ PROPOSED DETENTION AREA VI ~ VI ... ... .. ~ -- -- 376.66' ----- - ............ " \ r ( C:::IIRi" .,-, NU I t.: THIS PROPERTY IS NOT INTENDED TO BE SUBDMDED. AS .RIIII T PLAN ~t:'(" 1I~t:'~~FNT~ THE CITY OF CLEARWATER REQUIRES THAT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, 5 SETS OF AS-BUILT PLANS BE SUBMITTED (SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA) FOR THE SITE WORK SHOWN HEREIN. I AC::: f'nl JNlY f'ntJ~TRLJL ION f\.Iu I ~~: (THIS APPLIES TO ALL WORK WITHIN PINELLAS COUNTY MAINTAINED RIGHTS-OF-WAY) 1. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. PLANS PREPARATION MANUAL. 2. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. 3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4, SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH US DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THRU 665 (LATEST EDITION). 5. ANY DISTURBED SIDEWALK SHALL BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT. 6. DISTURBED AREA WITHIN PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED TO 100 % OF MAXIMUM DENSITY AND SODDED. 7. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER, ETC.) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN AN EMBANKMENT OF A ROADWAY SHALL BE COMPACTED PER THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 125.8.3, 1991 EDITION (OR LATEST EDITION). THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99, 8. ALL WORK SHALL COMPLY WITH THE STATE OF FLORIDA TRENCH SAFETY MEASURES. --- -~ ---- -...... " [EXiSTiNGONE -, STORY MASONRY I BUILDING ~ SCALE: 1" = 50' S'ECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST TABULATION OF NOTES AREA - EXISTING AREA - PROPOSED ~ -- -----=,=, ----- - - - - I ('" ""'~""Q"~ - ---=------~'T7 1~' - --~ I-~l ~ -1111111111 r) T rll:!~:!UJ-'_U_n~ ~ I~~ I - --1 'ail ~, I ~......... I --1 11:1 L- ~I L I I L-, ~~ -1 II I I CREDIT UNION r I I ~~ 1Il.DG. r -: I I , . I: I I : : : I~ · . --.-J I 10:: · I ----=11 I. I f5 --= I ~ ::I: Ji:t --1 I~g ~ r INI~ ~ ~ I~m ~ I I lui ~ L- I I ~ L- I I L- I I ~L- I II) nL- I I Y L, r I -~- _I i\ I I ) 4 II , I ... ~ W -- '\ N USE 1. IMPERVIOUS AREAS A. BUILDING GROUND COVERAGE B. WALKS,STOOPS,DECKING % OF TOTAL S.F. 55.58X 102,988 S.f'. 2.37 Ac, 0.60 Ac. S.F. 79.594 S,f', Ac, Ac. 1,83 Ac. 25,415 S.F. 0.58 Ac. 17.75% 25,873 S.F. 8,499 S.F. 0.20 Ac. 5.93% 4,264 S.F. 0.10 Ac. C. PAVEMENT 45,680 S.F. 1.05 Ac. 31.90% 72,851 S.F. 63,616 S.f'. 1,46 Ac. 44.42X 40,222 S.f'. o S.F. 0.00 Ac. 0.00% 11,085 S.F. 1.67 Ac. I):;~ lC~ 2. OPEN SPACE A. DETENTION AREA WATER SURFACE B, GRASS AND LANDSCAPE AREAS 0.67 Ac. 0.92 Ac. 0.25 Ac. 63,616 S.F. 1.46 Ac. 44.42% 29,137 S.F. 0' 25' 50' ~_... SCALE IN FEET 3. TOTAL 3.29 Ac. 100' I 143,210 S.f', 3.29 Ac. 100.00X 143,210 S.f'. f'nUPI IAI\If'~ N[J It- S' n III 1. EXISTING ZONING = IRT (INDUSTRIAL, RESEARCH AND TECHNOLOGY) 2. EXISTING LAND USE = INDUSTRIAL LIMITED 3. MINIMUM ALLOWABLE SITE AREA = 20,000 S.F. PROPOSED SITE AREA = 143,210 S.F. 4. MAXIMUM ALLOWABLE FLOOR AREA RATIO = 0.65 PROPOSED FLOOR AREA RATIO = 0.21 , ,I II \ ll~ I \\ II \, I, I I I II II I Ii !I I' I --iH II I I I II II I I II' I II II III II II I, 5. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE RATIO = 0.85 PROPOSED IMPERVIOUS SURFACE RATIO = 0.73 6. MAXIMUM BUILDING HEIGHT = 50 FT. 7. REQUIRED SETBACKS A. FRONT 20 FT. B. SIDE 15 FT, C, REAR 15 FT. 8. PARKING REQUIRED: DISTRIBUTION = 1 ~ SPACES PER 1,000 S.F. GROSS FLOOR AREA. OFFICE = 3 SPACES PER 1,000 S.F. GROSS FLOOR AREA. CREDIT UNION = 5 SPACES PER 1,000 S.F. GROSS FLOOR AREA. 9. PARKING TABULATION 14,346 S.F. DISTRIBUTION SPACE + 1,000 S.F. x 1.5 = 22 SPACES 12,000 S.F. OFFICE SPACE + 1,000 S.F. x 3 = 36 SPACES 3,528 S.F. CREDIT UNION SPACE + 1,000 S.F. x 5 = 18 SPACES TOTAL NUMBER OF SPACES REQUIRED = 76 TOTAL NUMBER OF PARKING SPACES SHOWN = 125 IMPACT FEE CALCULATIONS: THIS SITE CURRENTLY CONTAINS 25,415 S.F. OF OFFICE USE AND IS PROPOSED TO CONTAIN 12,000 S.F. OF OFFICE, A 3,528 S,F. CREDIT UNION, AND A 14,346 S.F. DISTRIBUTION FACILITY. PROPOSED TRANSPORTATION IMPACT FEE: CURRENT RATES: 3,528 S.F. CREDIT UNION x $2,433.00 / 1,000 S.F. = $8,583.62 PLUS 12,000 S.F. OFFICE x $2,692.00 / 1,000 S.F. = $3:2,304.00 PLUS 14,346 S.F. DISTRIBUTION x $1,156.00 / 1,000 S.F. = $16,583.98 LESS 25,415 S.F. OFFICE x $2,692.00 / 1,000 S.F. = $68,417.18 NET TRANSPORTATION IMPACT FEE REQUIRED = $0.00 RATES AFTER JANUARY 1, 2004: 3,528 S.F. CREDIT UNION x $2,632.00 / 1,000 S.F. = $9,285.70 PLUS 12,000 S,F. OFFICE x $2,912.00 / 1,000 S.F. = $34,944.00 PLUS 14,346 S.F. DISTRIBUTION x $1,251.00 / 1,000 S.F. = $17,946.85 LESS 25,415 S.F. OFFICE x $2,912.00 / 1,000 S.F. = $74,008.48 NET TRANSPORTATION IMPACT FEE REQUIRED = $0.00 WATER AND SEWER IMPACT FEE CREDITS ARE AVAILABLE BASED ON THE METERS THAT CURRENTLY EXIST ON SITE. CONTRACTORS SHALL COORDINATE THESE CREDITS WITH THE CITY AND THE OWNER. .. ~ 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE-HALF FOOT. CONSTRUCTION NOTES: 1. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO PLACING THE ASPHALT FOR THE NEW BELCHER ROAD DRIVEWAY. 2. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 3. STOCKPILING OF MATERIAL IN THE ROADWAY OR ON THE SIDEWALK WILL NOT BE PERMITTED. ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP. 4. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "AS-BUILr' PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 9. THE REQUIRED ROADWAY SHOULDER IS 8' FROM THE FACE OF CURB OR EDGE OF PAVEMENT FOR RURAL ROADI SECTIONS WITH A MAXIMUM SLOPE OF 3/4" PER LINEAR FOOT. 1 O. THE DRIVEWAY SHOULDER IS 6' FROM ANY EDGE WITH A MAXIMUM SLOPE OF LINEAR FOOT. 11. A CONSTRUCTION COST ESTIMATE FOR ALL WORK WITHIN PUBLIC RIGHT-OF-WAY IS REQUIRED. THIS COST ESTIMATE MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 12. A COMPLETION BOND OR IRREVOCABLE LETTER OF CREDIT WILL BE REQUIRED FOR ALL WORK TO BE PERF'cmMED WITHIN THE RIGHT-OF-WAY. A 1~ YEAR MAINTENANCE BOND WILL BE REQUIRED. 13. ALL MANHOLE AND INLET ACCESS COVERS MUST BE CONSTRUCTED PER "SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS", FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDARDS INDEX 201, JANUARY, 1992 EDITION AND THE PINELLAS COUNTY SEWER SYSTEM STANDARD TECHNICAL SPECIFICATIONS, 14. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATlON'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THRU 665 (LATEST EDITION). THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN" TO PINELLAS COUNTY ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND F.A.C. 14-110. INDEX OF DRAWINGS OESCRIP110N 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. SHEET No A) STREET IS CLOSED TO lWO WAY TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES. B) ONE PHYSICAL TRAFFIC LANE SUPPORTS lWO WAY TRAFFIC. C) TRAFFIC LANE(S) NORMAllY DESIGNED TO HANDLE MOVEMENT IN ONE DIRECTION ARE RECHANNELED TO ACCOMMODATE AN OPPOSING MOVEMENT. 11, AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 1. ----------- COVER SHEET 2. -----------LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8, ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. -----------LANDSCAPE PRESERVATION PLAN ~t. OF TnTAL 71,92X 18.07% 2.98% 50,87% 28.08X 7.74% 20.34% 100.00X ! CALUMET,~SmEET ~~"l.~t~t,i p~,~.+-N '" ,'y 35 '\'(/ II ~ i! ~__ ' , "".--L t?~~ f5 \rTl \ \ ~ I-"'~;'~ ", ~ / / / ,::.-. >( ~ ,,~:, -'. liS <: '"i,L-.,,,,,/ /) ",'''. "v.! ,.~'r ,/ / ::) IS" ., /.,"' '/ ... . ~ I 501 ?~.. ~ ~/ ~ I ~ ~I "'-"'-',- _,.,,1....- ot:-~ ' --. I"",y/ r-: ~ , I rrr'l I -~ r+---'" LL.lrJ,_....______. .~ g l.... r-''''--i I fj '''1 [......",..."..4 '" I j-.-.......I SITE PLAN APPROVED CASE # _EL.-P't..i>o~ rO'a+7 Cp,sE TYPE C. \ \2.. V ORe DATE 10 30 O~ COB DATE. '1.I\~'>O~ SIGNATIJRE ,~~ \j~ DATE ~ 'L1.\'O:l ) VICINITY MAP Not To Scale ~ A part of Lot 12, CLEARWATER INDUSTRIAL PARK, according to the plat thereof, recorded in Plat Book 44, Page 46, Public Records of Pinellas County, Florido, more particularly described as follows: Commence at the Northwest corner of said Lot 12; thence South 89 degrees 21'49" East (plat bearing and basis of bearings for this description), along the North boundary of said Lot 12, 208.00 feet for a POINT OF BEGINNING; thence South 89 degrees 21'49" East, continuing along the North boundary of said Lot 12, 377.16 feet; thence South 00 degrees 02' 48" West, along the West right-of-way line of Belcher Road, 55.00 feet Westerly of and parallel to the East boundary of the Southeast one-quarter (1/4) of Section 1, Township 29 South, Range 15 East, Pinellas County, Florida, being the West boundary of public right-of-way conveyed to Pinellas County by Quit-Claim Deed recorded November 17, 1976 in O.R. Book 4478, Page 2113, Public Records of Pinellas County, Florida, 379.98 feet; thence North 89 degrees 21'49" West, along the South boundary of said Lot 12, 376.66 feet to a point lying South 89 degrees 21' 49" East of and 200.00 feet from the Southwest corner of said Lot 12; thence North 00 degrees 0 l' 42" West, 379.98 feet to the POINT OF BEGINNING. TOGETHER WITH an easement for drainage purposes, as created in an instrument recorded February 23, 1993, in Official Records Book 8188, page 825, described as follows: A part of Lot 12, CLEARWATER INDUSTRIAL PARK, according to the plat thereof recorded in Plat Book 44, page 46, of the Public Records of Pinellas County, Florida, more particularly described as follows: Begin at the Southwest corner of said Lot 12; thence North 00 deg. 05'30" West (plat bearing and basis of bearings for this description) along the West boundary of said Lot 12, 10.00 feet; thence South 89 deg, 21'49" East, 200.01 feet; thence South 00 deg. 01'42" East, 10.00 feet; thence North 89 deg. 21'49" West, along the South boundary of said Lot 12, 200.00 feet to the POINT OF BEGINNING. MQIE; THIS SITE CONTAINS 143,210 SQUARE FEET OR 3.288 ACRES MORE OR LESS FL nnn Z THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN), ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 125096 0010 0, INDEX DATED AUGUST 18, 1992. 6EM.Cl:i ....Anl~ NOTF: ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No. 1268, EL. = 62.044, NATIONAL GEODETIC VERTICAL DATUM - 1929, ADJUSTED. ""~ ._, I AC::: f'nllNlY UTlIllY NOT!=', A PINELLAS COUNTY DRIVEWAY PERMIT AND/OR UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY OR EASEMENT. ~ ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN HEREON SHALL BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION PERMITS AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS. ,. -- .r-....... . --- r~1- Pr:J''(MII liNt; NU It-. SIGNAGE WILL BE SUBJECT OF SEPARATE PERMITTING. nA-INr~ LOT II(,~ NOTF' PARKING LOT LIGHTS SHALL BE PROVIDED BY FLORIDA POWER CORPORATION AND SHALL COMPLY WITH CITY OF CLEARWATER REQUIREMENTS. NO'.' ~ .'". '~";"-< _'oJ;" lJ. MQIE; ALL UTILITIES, INCLUDING ELECTRIC, PHONE AND CABLE TELEVISION, SHALL BE LOCATED UNDERGROUND ON-SITE. EQUIPMENT NOTt; ALL OUTSIDE MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOF AND SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH CITY OF CLEARWATER REQUIREMENTS. 7 6 5 4 3 2 1 No. 11/17/03 11/4 03 9/23 03 5 9 03 4 7 03 1 9 03 12/3/02 DATE RRD" _ RRD .. CMM" _ RRD" _ RRD .. RLG .. RLG ~ DRN. CKD. APP PER CITY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER OWNER'S REQUIREMENTS PER CITY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER S.W.F.W.M,D. REQUEST PER PINELLAS COUNTY REQUIREMENTS REVISIONS OEM PARTN~RSHIP BELCHER ROAD AND CALUMET ST~EET COVER SHEET 0< = ' ". CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 PINELLAS COUNTY :' ' ,'~'; l~~,.. ,,": '. ,~; DATE: OCT. 9, 2002 APPROVEO B'n ':;'tl-'0z...\\~_ _," ,~ ,: DES.: T.G. Radcliffe ~,.~; ~'~~~, '.~.~~,. . ~-..: DRN.: DNC . 'j;' -( ""-'," .'. CKD.: .. ,_ SCALE: 1" = 50' S. ~ANl1Y /I ,LLbVE~" FL ENGINEER'S LICENSE No,'PE 8508 JOB No. 23362 FL SURVEYOR de MAPPER LICENSE No. LS 1762 SHEET 1 FLORIDA ~~ LLOVERAS. BAUR & STEVENS . 1 OF ENGINEERS - SURVEYORS - Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 1 CONSTRUCTION PLANS JOB No. 23362 SECTION Corrugated steel metal pipe and pipe arch shall have one-half inch mInimum deep corrugations, and shall be galvanized and hot dip asphalt coated conforming to MSHTO M-36 and MSHTO M-190 (Type A) specifications unless otherwise indicated on the plans. All joints shall be water tight and resist leakage at a hydrostatic pressure of 2 psi. Gauges shall be shown on the plans; gauges are F.D.O.T. specifications. The ductile iron pipe and fittings shall be designed in accordance with ANSI specification A21.50, and shall conform to ANSI Specification A25.51. The minimum thickness Class for pipe four inches and smaller shall be Class 51. The minimum thickness Class for pipe six inches and larger shall be Class 50. Ductile iron pipe shall be coated as specified by the supplier of service. Mechanical joints and slip-on type joints shall conform to ANSI Specification A21. 11. Mechanical joint glands shall be grey cast iron. Flanged piping shall have 125 pound flanges conforming to the requirements of ANSI Specification B16.1, Fittings shall be rated for not less than 150 psi working pressure, shall be suitable for the service required, and shall conform to the requirements of ANSI Specification A21. 1 O. Fittings shall be lined and coated as specified for cast iron pipe. Reference is made in the construction specifications, standards and plans to some agencies and entities that might have jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean the latest requirements, editions and/or amendments of each. Section numbers referencing Florida Department of Transportation Standard Specifications for Road and Bridge Construction are given herein according to the number system used in the 1991 Edition. Subsequent editions may be renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering. Corrugated aluminum alloy pipe and pipe arch shall conform to the F.D.O.T. specifications, Section 945 and also MSHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required governing agency. Gaskets for corrugated steel or aluminium pipe shall be in accordance with the manufactureris recommendations and shall be a minimum width of six inches and a minimum thickness of three-eighth inches. to by the ABBR~IATION AGENCY OR ENTllY F.D.E.P. ------------ Florida Department of Environmental Protection F.D.O.T. ---------- Florida Department of Transportation COUNTY ------------ A political subdivision of the State of Florida MUNICIPALITY --------- County, city or town FDOH -------------- Florida Department of Health CHU --------------- County Health Unit ASTM -------------- American Society of Testing and Materials AWWA -------------- American Water Works Association USASI ------------- United States of America Standards Institute NSF --------------- National Sanitation Foundation SWFWMD ------------ Southwest Florida Water Management District MSHTO ------------ American Association of State Highway & Transportation Officials CS ---------------- U. S. Department of Commerce, Commercial Standards EPA --------------- Environmental Protection Agency ANSI -------------- American National Standards Institute (formerly U,S.A.S.I. & A.S.A.) Underdrain pipe shall conform to the specifications of ASTM 0-3033 and F.D.O.T. specifications, Section 440. All material and installation shall be as shown on the plans or per the governing agency and Engineeri s requirements. The perforations shall be turned down and conform to the specifications of MSHTO M-189. Catch basins shall be constructed of precast concrete. Precast concrete catch basins shall conform to ASTM C-76, Table III, Wall B, F.D.O.T. Index No, 200-F. Unless otherwise shown on the plans, all pipe including P.V.C., D.I.P., and C.I.P. shall have a minImum cover of 24 inches in unpaved finish grade areas, and a minimum cover of 36 inches in paved areas and public rights-of-way. The interior of all pipe and fittings shall be kept clean and free from dirt or foreign matter at all times. Thrust blocks shall be installed at all fittings as shown in the table of the plans. Precast thrust blocks may be allowed subject to Engineer's and governing agency's approval. Upon completion of the mains, the water system shall be subjected to a hydrostatic pressure test. All air shall be expelled from the system, and the system shall be pressure tested by means of an accurate gauge. The pressure test shall be as specified by the Engineer, typically 150 psi for one hour minimum for the uncovered joints, and 24-hour minimum for covered joints. Uncovered joints are recommended. All leakage shall be corrected whereby the pressure test will be acceptable; thereafter, the leakage shall not be more than 23 gallons/24-hours/inch of diameter/mile or less as determined by the water system's inspector. The water system shall be flushed prior to and subsequent to each sterilization procedure that might be required for acceptance. Initial flushing shall be done after completion of the hydrostatic test. All lines will be sterilized in accordance with AWWA C-601 specifications and local governing authorities' requirements. The catch basin top may be cast in place or precast. Each top shall contain a two-foot diameter minimum cast iron frame and cover placed within the concrete, The bottom of the throat opening shall be below the flow line of the curb, and the throat vertical height cannot vary more than one-half inch from the detailed plan dimension. Drop inlets shall be constructed of precast concrete. Precast concrete drop inlets shall conform to ASTM C-76, Wall B. Table III, Junction boxes may be constructed of the same materials as catch basins, drop inlets or sanitary manholes. An inside or outside drop unit is not required, A two-foot diameter minimum cast iron frame and cover is required. The words "shall" and "will" are mandatory. The word "may" is optional. Where a particular brand name appears with "or equal", the intent is to denote a product of quality standard; therefore another brand of equal quality may be used, subject to the Engineeris approval. The Engineer shall mean L1overas, Baur and Stevens. All covers shall be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies' requirements. Gate valves three inches and smaller shall have a bronze or iron body and shall be bronze mounted, designed to operate at 200 psi working pressure, Gate valves four inches and larger shall conform to the specifications of AWWA C-500, IIClass 15011 with an iron body, bronze mounted, non-rising stem designed to open counter-clockwise. All valves shall have ends or joints to match the pipe to which they are to be connected. Each gate valve shall be installed with an adjustable cast iron valve box and cover set at finished grade and well marked. Fire hydrants shall conform to AWWA C-502 specifications and the local fire district requirements. Each hydrant shall connect to a six inch minimum water distribution main. A gate valve with cast iron box and cover shall be placed between the main and hydrant, unless the main is a IIfire linell only. The hydrant valve shall be 5 1/4 inches, with two - 2~ inch nozzles and one - 4~ inch pumper nozzle. The hydrant shall be installed plumb, and the pumper nozzle shall face the pavement. The pumper nozzle shall be 18 inches above finished grade, and shall open counter-clockwise. The hose threads and final paint color shall conform to local fire district requirements. The hydrants shall be compression type with II break-away" facilities, and the operating stem threads shall not be located in the waterway. Water service pavement conduits shall conform to the plans and the requirements of the water utility supplying and/or maintaining the system. The conduits shall be P.V.C. or an approved equal, and will be placed as shown on the plans. ~ All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer limits of any pavement, curb or building pad. Unsuitable material shall include, but not be limited to, vegetation, palmettos, trash, trees, tree limbs, tree stumps, tree roots or clay. All clay, clayey, impervious soils or unsuitable soils shall be removed from paved areas to a minimum depth of 24 inches from the bottom of the pavement base, and shall be replaced with suitable material for compaction. The suitable material shall be compacted in layers to meet the required density. Subdrains may be installed as necessary to meet the required density. In no case shall any impervious material remain in the pavement area such that water will be restricted from entering the subdrain system. The Contractor shall mean the person or firm performing the proposed installations, The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project. The Plans shall mean the site construction (working) designed drawings prepared by L1overas, Baur and Stevens. The Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in the specification of material types. The Specifications shall mean the written detailed particulars of the project facilities which are, although part of the Plans, not intended to supercede plan notations regarding general material types, The entire sanitary sewer system shall conform to the requirements of the F.D.E,P., and also the requirements of the local utility receiving the wastewater. The system shall be constructed as shown on the plans, including the details, Sanitary sewer pipe material shall be of the sizes and material as shown on the plans, The pipe material shall be polyvinyl-chloride (P.V.C.), unless otherwise shown on the plans. Main line pipe shall either be polyvinyl-chloride P.V.C., ductile iron, cast iron or vitrified clay. P.V.C. sanitary sewer pipe shall conform to specifications and ASTM 0-3034 SDR-35. Ductile iron pipe and cast iron pipe, fittings, specials, joints and installation shall conform to the specifications for the water distribution system as mentioned herein. Ductile iron pipe and cast iron pipe do not have to be cement-lined unless required by the local utility receiving the wastewater. Vitrified clay pipe, fittings, specials and joints shall be extra strength and shall conform to ASTM C-700, ASTM C-301, ASTM C-425 and ASTM C-594 specifications. Joints shall be Type III, compression "011 ring or Type B, compression sleeve. Infiltration shall not exceed ASTM C-425 or governing agency's specifications. Connections to cast iron shall be by use of adapters or per the manufactureris recommendations. Installation shall conform to ASTM C-12 specifications, governing agencies' requirements, and/or manufactureri s recommendations. Water service pipe material shall be galvanized steel, P.V.C., polyethylene, polybutylene or an alternate approved by the utility and Engineer. Galvanized steel pipe shall be standard weight Schedule 40 with threaded connections. P.V.C. pipe shall be the same as the main line pipe. Polyethylene shall be Type III, Grade 3, Class C material, and shall conform to ASTM 0-1248 and ASTM PE-3306. The tubing shall also be manufactured in accordance with Commercial Standard No, C.S. 255, or an approved equal. Polybutylene tubing shall conform to AWWA C-902. All fittings shall conform to the particular type service pipe material. Each service shall have a corporation stop at the main, and all service connections and appurtenances shall be subject to the approval of the Engineer and/or the water system supplying the water. Water service locations will be marked on the curb with a durable paint. All building connections shall conform to the architectural plans and specifications, the governing agencies' requirements, and the Engineer. Water meter and backflow prevention device size, material and installation shall conform to the requirements of the utility, the plans, and the Engineer's specifications. The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful of the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction. The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority and from any and all agencies having jursdiction on the project prior to proceeding with any portion or portions of the project. The Contractor shall also comply with the requirements of the Owner or any governmental agency regarding bonds, insurance, etc., if required. The Contractor is governed by the requirements of all permits, licenses, approvals, etc., that have been secured construction whether obtained by the Contractors' forces or by others, The contents of the plans, details and specifications prepared by the Engineer shall be used with due regard to their meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is granted by the Engineer. for the All work or materials shown on the plans and not mentioned in the specifications, or any work specified and not shown on the plans, shall be furnished, performed. and done by the Contractor as if the same were both mentioned in the specifications and shown on the plans. Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is not mentioned in the specifications or shown on the plans. or find any other discrepancy in the specifications and plans, he shall notify the Engineer who will furnish an explanation. Material types shall be as shown on the plans. All material types shown in the specifications are not applicable to each and every project or situation, and the specified material shown on the plan sheets shall govern. The plans do not necessarily denote actual pipe lengths. The actual length between any junctions shall be established on the site. The trench for the sewer line shall be excavated to a minimum width and depth. Pipe laying shall commence at the lowest point so that the spigot ends point downstream in the direction of flow. The trench shall then be backfilled, protecting the pipe from vertical or lateral movement. All lines and laterals shall be installed in straight lines with proper fittings at the plan grade. The grade shall not rise or sag more than one inch vertically between two successive manholes; the horizontal alignment between two successive manholes shall not vary more than three inches. Gravity sanitary sewers (and force mains) crossing under water mains shall be laid to provide 18 inches minimum vertical clearance between the invert of the higher pipe to the crown of the lower pipe. The crossing shall be arranged so that the sewer joints and the water joints are equidistant from the point of crossing with no less than 10 feet between any two joints. Where the minimum 18 inch vertical separation cannot be maintained, the sanitary sewer shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing. Where the sanitary sewer must cross over a water main, the pipes shall be centered as indicated above, and the water main shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing. Gravity sanitary sewers shall be installed at least 10 feet horizontally from any existing or proposed water main. The distance shall be measured edge-to-edge. In cases where it is not practical to maintain the 10 foot separation, the water main shall be installed in a separate trench, or on an undisturbed earth shelf located on one side of the sewer, and at an elevation so that the bottom of the water main is at least 18 inches above the top of the sanitary sewer. The water and sanitary sewer joints shall be staggered. Force mains shall be installed at least 10 feet horizontally from any existing or proposed water main. At road crossings with less than 30 inches of cover, and any part of the sewer line that may have less than 12 inches of cover, the sanitary sewer shall be cast iron pipe, ductile iron pipe or concrete encased vitrified clay pipe for the length the condition exists. Where trenches cross existing roads by the open-cut method, the backfill shall be placed in 12 inch layers, and carefully tamped until compacted to the same density of the undisturbed soil. The ends of pipe shall be well marked for later identification and location. These, as well as the location of manholes, wyes and service laterals, shall be shown on the As-Built Plans. The As-Built data shall be furnished to the Engineer and Owner by the Contractor upon completion of the work. Manholes may be constructed of solid clay brick or precast reinforced concrete. Solid clay brick shall conform to the specifications of ASTM C-32. Precast reinforced concrete shall conform to the specifications of ASTM C-478. All manholes are to be water tight as required by the utility and as shown on the Plans, and also have channeled inverts as shown on the plans. Brick manholes shall be made water tight on the outside walls only, as shown on the plans. Precast reinforced concrete manholes are to be made water tight by a coat(s) of bituminous material and other acceptable methods at the joints of sections. The manholes shall be constructed so that the rim may be adjusted to comply with the different finish grade conditions which may arise. Each manhole shall contain a two-foot diameter minimum cast iron frame and cover. Ladder rungs or steps are not to be installed in any manhole. A drop pipe unit shall be provided for a sewer line entering a manhole at an elevation more than 24 inches above the lowest manhole channel invert. The minimum base density shall be as shown on the plans, and as required by the Engineer and governing agency. Base material shall be thoroughly clean and free of debris prior to application of the prime coat. The base shall be primed with a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation shall conform to F.D.O.T. specifications, Section 300, the Enginee(s and the governing agency's requirements. The prime coat shall be covered with sand or screenings per F.D.O.T. requirements, Section 300. Alternate cover material may be used subject to approval of the Engineer and the governing agency. Excess material shall be removed by a drag broom or equal. A tack coat shall be applied prior to placement of the final surface course. The tack coat shall be applied within 72 hours after placing the prime coat, or prior to placing the surface course. The tack coat materials, installation and application rate shall conform to F.D.O.T. specifications, Section 300, the Enginee(s and the governing agency's requirements. Irrigation pipe material shall be polyvinyl-chloride (P.V.C.), and shall conform to the same specifications as the water main pipe. other material may be used subject to the utilitis, Owneris and Engineeris written approval. All fittings and testing shall be as indicated on the plans. All valves shall conform to the specifications for water valves. The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commencing construction, and also continually until the site construction is complete. The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements for a period of 18 months after final governmental acceptance and the Owneris and Engineeris acceptance of all workmanship, materials and equipment which he installed and fumished. Any defects caused by the Contractoris forces or suppliers within the period specified shall be corrected without additional cost to the Owner. Any defects that occur within the period specified, which are proven beyond the Contractoris control, will not be the Contractoris responsibility to correct. ~ This section shall include the vehicular and pedestrian areas within the limits of rights-of-way or other areas as shown on the plans. The areas are to be graded and constructed as shown on the plans, details and typical Sections. All backfill over any pipe within roadway areas shall be compacted per F.D.O.T. specifications, section 125-8.3. The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other person performing work on this project. The Engineer also will not be responsible for the construction procedures, safety precautions and programs incident thereto. Telephone, electric, irrigation and water service pavement conduits shall be placed prior to installation of the subbase. The Contractor shall coordinate these services. Acceptance by the Owner, Engineer and/or governing authority shall not warrant the quality of the work. Each Contractor shall comply with all applicable ordinances and laws regarding fire prevention and conduction, dust, noise, safety, sanitary and similar public health and safety aspects, He shall also supply the Engineer, governing agency, and owner a set of As-Built Plans (Record Drawings) of each utility he installs at no extra cost. Subbase shall be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B.R.) and density shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section 160 (also MSHTO T -180). The percent of density refers to the standard method of testing using the Modified Proctor. The location and frequency of tests shall be as determined by the Engineer and/or the governing agency having jurisdiction. Subbase shall be of native material, only if it meets the required bearing value. Should native material fail the required bearing values, acceptable and approved material shall be mixed until the bearing value is obtained. ~ The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized agencies, entities, political subdivisions of the State of Florida, muncipalities or their administrative divisions (sections) have been met. Underdrain pipe shall conform to the specifications of ASTM D-3033 and F.D.O.T. specifications, Section 440. All material and installation shall be as shown on the plans or per the governing agency and Enginee(s requirements. The perforations shall be turned down and conform to the specifications of MSHTO M-189. Bases shall be Iimerock, oyster shell, soil cement or an approved alternate. Limerock base material, installation and density shall conform to the F.D.O.T. specifications, Section 230. Oyster shell, if allowed, shall conform to F.D.O.T. specifications, Section 250 and the governing agencis requirements. Soil cement base, if allowed, shall conform to F.D.O.T. specifications, Section 270, and the governing agency's requirements. Alternate bases, if approved, shall conform to the requirements of the Engineer, governing agency, and the respective sections of the F.D.O.T. specifications. The base material shall be placed on the subbase only upon completion and acceptance of the subbase. A. TREE PROTECTION AND REMOVAL The Contractor shall obtain any and all necessary tree permits. Tree removal shall be done in a manner whereby the remaining trees will not be damaged. Should damage occur to any protected tree, the Contractor doing said damage shall satisfy the requirements of the County or municipality. The Engineers will not locate or designate the trees to remain or to be removed. Existing trees which have been designated to remain shall be protected per the requirements of the muncipality and/or agency having jurisdiction. Cleanouts shall be constructed as shown on the plans. The entire system shall be flushed, lamped, television inspected (including tape), and visually inspected prior to acceptance. Force mains shall be constructed using the same material and installation specifications (including thrust blocks and fittings) as the water distribution system as mentioned herein and shown on the plans. B. CLEARING AND GRUBBING Site conditions shall include existing utilities, either aerial or underground. The exact locations of existing utilities shall be determined by the Contractor. The Contractor shall also be responsible for notifying all existing utility companies prior to and during construction. The Contractor shall be responsible for the protection of all utilities, and shall also comply with the requirements of all affected utility companies, public or private. Clearing and grubbing shall proceed with due regard for all permits, ordinances and laws that may apply to tree, trash or other unsuitable material disposal. All trash or tree burning, if allowed, shall be performed so as not to create a public nuisance and shall be properly permitted. No unsuitable material, such as vegetation, trash, trees or clay, shall be disposed of by burying unless approval is obtained from the Engineer. Additional permitting may be required by a proposal to bury. G. WATER DISTRIBUTION SYSLEM The entire water distribution system shall conform to the requirements of the FDOH, and also the requirements of the local utility supplying the water and fire protection. The system shall be constructed as shown on the plans, including the details. Water main pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be polyvinyl-chloride (P.V.C.) unless otherwise shown on the plans. Main line pipe and fittings shall be DR-26 P.V.C., DR-21 P.V.C., DR-18 P.V.C., DR-14 P.V.C. cast iron pipe (C.I.P.), or ductile iron pipe (D.I.P.). All P.V.C. pipe shall be laid with an insulated 12 gauge A.W.G. solid strand copper wire wound around the pipe forming one complete spiral per joint of pipe. This wire shall be continuous with splices made only by methods approved by the engineer and the City of Clearwater. This wire shall be secured to all valves, tees and elbows. Refer to City of Clearwater Contract Specifications and Standards. All P.V.C. water mains two inches and smaller shall be DR-21. The DR-21 P.V.C. pipe shall be designed in accordance with AWWA C-900 standards. P .V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900, Table 2, P.V.C., 1120, DR-21 as defined in ASTM 0-1785. The pipe shall be color coded with a stamp thereon denoting a pressure rating of 160 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-21 P.V.C. couplings and joining materials shatl conform to AWWA C-900. All DR-21 pipe, couplings and fittings shall be adaptable for use with cast iron pipe or ductile iron pipe. All four inch P .V.C. water mains shall be DR-14. The DR-14 P .V.C. pipe shall be designed in accordance with AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900, Table 2, P.V.C., 1120, DR-14, as defined in ASTM 0-1785. The pipe shall be color coded with a stamp thereon denoting a pressure rating of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-14 P .V.C. couplings and joining materials shall conform to AWWA C-900. All DR-14 pipe, couplings and fittings shall be adaptable for use with cast iron pipe or ductile iron pipe. All P .V.C. water mains six inches diameter shall be DR-18. The DR-18 P .V.C. pipe shall be designed in accordance with AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900, Table 2, P.V.C., 1120, DR-18 as defined in ASTM 0-1785. The pipe shall be color coded with a stamp thereon denoting a pressure rating of 150 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-18 P.V.C. couplings and joining materials shall conform to AWWA C-900. All DR-18 pipe, couplings and fittings shall be adaptable for use with cast iron pipe or ductile iron pipe. Pavement course shall conform to the dimensions and thicknesses as shown on the plans and the Enginee(s and governing agencys requirements. The material and placement shall be in accordance with the IIPinellas County Standards for Hot Bituminous Mixturesll, if applicable, or the F.O.O.T. "Standard Specifications for Road and Bridge Constructionll, if applicable. The type of pavement course shall be as indicated on the plans. C. GRADING Concrete curbs and gutters shall conform to the dimensions, locations, thicknesses, strength and elevations shown on the plans, details, and as required by the Engineer and governing agency. Materials and installation shall be in accordance with F.D.O.T. specifications, Section 520, Minimum concrete strength shall be 3000 psi. Curb shall be placed after acceptance of the subbase, and prior to placement of the base. Sidewalks shall conform to the dimensions, locations, elevations, thicknesses and strength shown on the plans, details, and as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the F.D.O.T. specifications, Section 522. Traffic paint shall conform to the color and dimensions shown on, the plans and as required. Installation and material shall conform to F.D.O.T. specifications, Sections 710 and 971-12, and also the Enginee(s and governing agency's requirements. All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be notified of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any applicable public authority. The Contractor shall be reponsible for dust control, erosion control, and any other measures necessary to protect adjacent property or the environment from harm due to the work, D. DRAINAGE The storm drainage system shall be installed as shown on the plans and as specified. Storm drainage pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be reinforced concrete unless otherwise shown on the plans. Street name signs and other sign materials and installation, when required for vehicular and/or pedestrian traffic control or information, shall conform to the governing agency's requirements. The trench widths shall be as narrow as possible, and bedding shall be well compacted around and above the haunches as required to stabilize the pipe. Installation shall conform to the F.D.O.T. Specifications, Sections 125 and 430. All pipe shall be installed with proper fittings at plan grade. All discharge open ends of pipe are to be protected with headwalls, mitered ends and/or rip-rap with additional rip-rap as required by the Engineer or governing agency to prevent erosion. Rip-rap shall conform to the plans or F.D.O,T. Specifications, Section 530. All pipe and appurtenances (structures) shall be clean and free of debris upon completion. Circular reinforced concrete pipe shall conform to ASTM Specifications C-76, Class III, Wall B. Elliptical concrete pipe shall conform to ASTM Specifications C-507. Gaskets shall conform to F.D.O.T. Specifications, Section 942, the specifications of ASTM C-361, and the manufactureris recommendations. Circular and elliptical pipe lifting holes shall be permanently mortar closed before backfilling. THE GENERAL SCOPE OF THE WORK CONTAINED HEREIN IS SET FORTH ON THE PRECEDING SHEETS OF THE PLANS. SOME MATERIALS SPECIFIED HEREIN WILL NOT BE UTILIZED ON THIS SPECIFIC PROJECT. All round reinforced concrete pipe joints under pavement, driveways and sidewalks within public right-of-way shall be wrapped with Mirafi 140 N filter fabric, or equal. Fabric shall be a minimum of 30" in width and centered on pipe joint. 1, TOWNSHIP 29 SOUTH, RANGE 1 5 EAST NOTE: ALL WORK SHALL COMPLY WITH THE CITY OF CLEARWATER TECHNICAL SPECIFICATIONS AND THE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS. INDEX OF DRAWINGS SHEET No DESCRIPTION 1 . ----------- COVER SHEET 2. ----------- LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. ----------- LANDSCAPE PRESERVATION PLAN 1 4 7 03 No. DATE PER CITY OF CLEARWATER REQUEST REVISIONS RRD DRN. CKD.APP OEM PARTN~RSHIP BELCHER ROAD AND CALUMET" ',S1RiET SITE CONSTRUCTION SPECIF1cAtlc)tisl~;~;Z:::' PINELLAS COUNTY,~- " ,\, " L:! to- ~7;::- DATE: OCT. 9, 2002 APPROVE[}J~Y:' ,I-' l.l, .- .'!, .' . --1 ""1-- '~. DES.: T.G. Radcliffe ,"'" ,('\ ,~ '0 ORN.: DNe o. ,." CKD.: .. SCALE: AS SHOWN JOB No. 23362 CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 FLORIDA LS 1762 SHEET 10 OF LLOVERAS BAUR & STEVENS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. SURVEYORS #LB 0000208 PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 1 1 33761 CONSTRUCTION PLANS JOB No. 23362 \ ---I--,--E:XISTING D.S.D.L r~ I I Gi,'i:ATF. EL,c' ,'~.9.11 EXISTING 88 "'fl ~ i !NV. S, "" 44,60 TOP EL = 49.97 1 i i THfWAT i~N. N. '" 47.75 DOUBLE -.CHECK----i ~ . .1 "4 q ~ III 1 .. 1i4'v. N. = <,. ~!:J '--I .,j' 'f^.1 lie I / ~ r:- 'iI'.-h" I , \ # 'I - -t- I - - - - - 9 - - - - - - (i V II _1'':'='' -...... -- ..=--...:.... -.-.- --.- =- _----- ---^. ~ I Ii \ ~, """'2--8.r',P. / - - -,' \ - -' I' I":X'~T'~;~ J E' ~~-:c=:'::=:~~F=~--=Z(=~ :~ =:~~ -=-~~=~-==-r: =0=- ~~~- :: ~-~-_=- _ _: - _~- --~ -- -- =:~=:~~~=~=~_- - -- _u - - -- -~ i - \__~~r~n'~ ~!t~~ 1 T,B,M, #1! ! Ii.. 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[I II I (~:~.;...':,\{':;.\: I.~J U--.-..."----I !~j9~5' 411'00 :.~1.<I'[--T.-.----.....----.....---......_-.------..lll;::J--~ ....--~..=! ..' II 1'..' ~II: ~ WALK CONSTRUCTED OVE.R.,... x,: ~,~ ; ~::,:.~::<.:~~.~:.~:~>:J r r- ..--.- ----., 1-'-- -,", l~~ ,.0 ..~!:t+~ .-: ---f'ft1 i eft . LIMITS OrTREEJ, l'\~tl II EXISTING TREE ROOT SYSTtM. EXiSTING MElAI SHf'D ~---........ 1 I f.1 I ' 1J:.:","~":;_"_'':-'~1 I ~ IT "..----------... '- E,X~nNG 'GOO R~t;,m].... .':,.; > :/~t?7, BARRICADES' :)\Ntf::.'4'.'~:-d: II I THE CONTRA, C" TO, R," ,.5... ..HA.L. L..... ..,'. N.OT "-.. -'....... ..----- r---;;:=-~~~ -ft- 11-.- L_ -,---- -- " ' I l-x~--."..---xr.::~~~::-.X- Uly.._..~~...==~:::'..~~ CO~JC'--"fJ ;'-'~'.:l{ "~~f--ROOT PRUNIN'G ~ 1 ~ II I DISTURB THE EXISTING ROOT ~ r" \ /"':i1ji:1 II I i-~:'[-l'==-f-.=~~'f-'-f=''''''~"~--r---J) ...:~~~_~~_.tll>,] Ilk I .1 ... :.,-- III ~f':~1 Ii : SYS1EM. I I N J f::LI: -~ I l.JSYCAMORE I' I 0 f~'~ I LIMITS OF TREE I ..,., I PROPOSED rl . ,~A' \''':--..-.---..-..1 ,J.:-I II I ,I!! JI\ ',L I I]J II ~2511 1 II I I 0" ~i+-I--BARRICADES AND "-----.--111~lJ 2 STORY .i;h .... :.,: ' "'c~__1 ~~~l' I I' /1 I: ~ i I "-'1 '\ ~ I iJ II : I i '-~;! ROOT PRUNING '~--"----ll,;.~.>1 (:) 1 2 000 S F I,: ,~.~\t... (/~_.- \ \f ~ ( \1 ". I! I I! -:- ! I ! \ . II I I I I I..,.l"l ~?, . . f"~~1~/j I ", I T --11 ,,0':: : I: / II I i i c1S~ \ I Ii L__ 1---- -- .r'---- - --"-l~-- -". ..----.- ...- .....-..,-.... ----.----...If::~1 j' OFFICE I ~\.;:-rl-T-~~.:- ---"i:=::' ~-,,"___"L13 I:'''',' .J1 Ii 11\ Ie j I II I I I I ._,-_....-,---;.L~] B LD G I i .~.:0---r:-.-.. ==: i""--" ------JI _'_'_, 1,<1,., II / II I I LIMITS OF TREE \0 x: l II I 1:1 I I ~!' 'I I ! i I I ! I~.,~L.. . ,:-/:::' ~._...,I n I III I' :t:.': I I ! I I I BARRICADES. ROOT ~ ~ II ~'I-"---"--" I I, 1,\ I' ,i II II I I I -------H.>;..,~~ ~~.::<::.. 1---rT+1' I ...--....-----..11]1 J ;cr .._I i / ~_ ' EXISTING 6) HldH' i II PRUNE WEST SIDE L.Q ~ ,~.:._-,_.__. '! ! I ' I 'I \i r--'"-~-~.;'-:r-'l ":;~ I ....-\1 ~ "l--~" [XISnNG J / ~ I:} ~ CHAif\i LlN~~, FENC.E! ALONG CURB ONLY. I f~----- I I l! 11 I 'I' 'I \ %. r..., :l--4--;--.~.--~~~;~....:~:::;.':....~~=~--.-;::t:..... (,--,-?-..-,~~ )( ~ III ~ 91 O' Ii.. . ill I! I 'I I I -""'""", ,-,' '::: ~ ;'. . :.. . ,,' : ,. :. \,.., :,.;:: .;. >;-;;-~. .... ,."'- ' ~-=~~L.._' I I ,:; I : lXlSTING D.1. h------ I I I! I ,I I , ., \ ~----..-----~.~-.---..._---'-..-'-~"::::~~.:~~1~'~', I __ _L, '+'-~I'-' tr .........- ---- --. +t;it1f ~~T~_ E:" ;4.~~.4-9 II i ._..._. ; \ I r~.~ L I " II ~'n I iNV. L = 4-4.06 I~ I _--""'----....'..--- .,,- -.---.-.....- ..-. -...----..-------. --'" -;--i--.~_ . _f:::=J-.::--.....w /.../ I i I II THHOAT INV. S. =~ 45,41 Il___,__ Il _ -~ ,- i .....--.."'" 4':~" ~ -I fi\ ,,/" , I I! li I "..-".. -------""-----r---.. -, ----". '-1 ".-..-.----, --. ..----...-" -.... .-...-'- I I ~~..............I t \ II I II' EXI~'TI~'~ MH II I i ...-=_~'....,...,.~~~".~r".~~"~.~_...~..._.._~..~~'_~'_.__~"r~'..r__~-9'~-~~""""'~"=-'~- -",""'-.1.'- I Jt . /"'" ;:) ,~'" ., IL---..-..... t L_ _..__ __.." .,.~~'-'~-"._------.._--"_.-.."""--.._.~_..._~.._.._---.".---"...'-l"-- --.------,-- '" ". '. , ,""'."" . ,. '__ .... II I i / RIM ~L, = 49.1..9 ~' " --- -.-- ..-..--- ..----. .~~ .-- ""'-'-- --, --.".."'... .."....-......-. -.".-- "..-..... " -, I ,>(\1 -t De , :/ 1t.'V" '" 41 4~ I .._'0>-'- ..--1"-- I"" -...." I. J I y, ,,' . ..,'. ".~, U.--'=~l~. I,' \,\ 1,..".1 ,'. r~,-.I .1." I i I ! I V ~\__~_-..__L..._.."."._,'_,...,_,.'_._"'_,..,.""",,.,___-.-..-.-..---..'-'.".-- 11 j ~1~1~-~~~ffl'!1 :~~ ~I::: 1~~~ 1'1 '" TREE TO REM~IN II I I !! I 1:1 )',\/;~Jf PROPOSED II 1 ~ ~l~ I)-~'~ 4--i1 ---. J '-L_(OUTSIDE OF... II II ---- I --" b ~-; J --"-l--:Jd I \,../" ,"- '-"'ro' " .. ~ 111 L.10) / II I I, ~.~. ---'--=CONSTRUCTION AREA)~~---~ ---~~-=-=O;:-~'--'."1 I ... D. t-....,J. ,F-N !.JC.>.'.N. '.,ARE/\ . II, ' g.:: I II I i I ........, '7 I I. TREE TO REMAIN _,___,_"",.__..,_J ~ ~ I 0t~/ III I I ! I \ " (OUTSIDE OF. .' ''''f' I Z I I II (i? ~-;::.'\ l \ '-y--......--...."..-...v-.----...--...-.~CONSTRUCTION-.AREA) ~ ~/I: I ; : I II I : 0 :, -.. ---- -....- --...... -.."-...." ....!".. _____"___-:;:;/'\___",_ _"___".'k" . .J.. ,A, . ... 6" \ 1 ~ ! I I i I --' ,~_~";;-,..l~... ,. _ -.: ' , ',; '_.. .._~....-;-_.-- ' . , , ,,-__-,;-'-""= ;;;,~._'~:..;;=-~T.C~.~_':::-:.;:~~=~~~.~.~~'~:T, _.c,,,.=~~~, '~~~'-:, ~ .. ':---1 -. _ 6.55' Ii ~ ' T N.B9 21 49 W. 376.66' ..... l'.-: ~ ~ '" J q I ~ t 12"W ,-I"':) \ · I I 1 r----/ /-~--~-~-~~--~;~~---~-----~~--~-- ~~;c~;~:E~:~-~-----:=---~:----~:~I~~r~-irf 1 i ill i I: / EP~I/ ./ -.----. ,---...._-- "\ ~:=~= ~~:==: ~-=: ~=--::. .........-..--. '.... \ '\ XI' ~,I!I r \' II I! I, / D(!STING ONE: '" \. STOf~Y MASONRY BUILDIf\,jC S.89021' 49" E. 208.00' \ , \ TREE TO BE REMOVED DUE TO CONFLICT WITH CITY SIGHT REQUIREMENTS. , , NOTE: TREE BARRICADE SHALL BE REMOVED TO ALLOW INSTALLATION OF SANITARY SEWER AS SHOWN HEREIN. NO EQUIPMENT SHALL CROSS THE BARRICADED AREA. ALL WORK SHALL BE COMPLETED BY REACHING FROM THE OUTSIDE OF THE BARRICADED AREA WITH THE BACKHOE TO EXCAVATE AND REFILL THE SANITARY TRENCH. UPON COMPLETION OF THE SANITARY SEWER INSTALLATION, THE TREE BARRICADE SHALL BE REPLACED. LIMITS OF TREE BARRICADES. ROOT PRUNE NORTH, SOUTH AND WEST SIDES ONLY. N 0' 15' 30' ~ SCALE I N FEET 60' I EXISTING ONE STOf';:Y MASONRY BUILDING ~ o ,.,- _ 0 100 o' o~ o Z I I r-' ..-. .---1 .1/ r'" 7 ..___.J r I lOr I. I~ ~I; I'" \ NI' ,2 W <otd-'I 11= " .. (j')O ,ro 'x 0:: 0 11.;,) m - 0" 00 EXISTING 6' HIGH I ~ 0 CHAIN LINK FEN_~~ ~ ---i4- .: ~ 200.01' _ ~ -----1-- X _..~_._~_......~-~~~,.....-..-_.j~~ - 200.00' 10' WIDE NON-EXCLUSIVE DRAINAGE EASEMENT O.R. BOOK 8188, PAGE 825 _ _~ _ _ ~.89'21'4911~ __ I__~___-- ~ N.89'21'49"W.--- LIMITS OF TREE BARRICADES ABBREVIATION LEGEND I GENERAL LEGEND B.F.P. CB CL or <t co CONC. D,B.D.1. DIA. D.I. EL. EP F.H. GA GV I NY. J.B. LTP O.F.S. MH MP No. PP PSB PSP TB UG WM NOTE: SIGHT DISTANCE TRIANGLE: NO OBJECTS IN THE SIGHT DISTANCE TRIANGLE MAY EXCEED A HEIGHT OF 3011 MEASURED FROM THE ADJACENT EDGE OF PAVEMENT. = BACK FLOW PREVENTEIR = CATCH BASIN = CENTERLINE = CLEANOUT = CONCRETE = DITCH BOTTOM DROP INLET = DIAMETER = DROP INLET = ELEVATION = EDGE OF PAVEMENT = FIRE HYDRANT = GUY ANCHOR = GATE VALVE = INVERT = JUNCTION BOX = LIGHT POLE = OVERFLOW STRUCTURE = MANHOLE = METER POLE = NUMBER = POWER POLE = PHONE SERVICE BOX = PHONE SERVICE PEDESTAL = TOP OF BANK = UNDERGROUND = WATER METER TREE LEGEND EXISTING DENOTES PROPOSED SYMBOL DESCRIPTION o OAK /)" PINE o PALM .;. CITRUS . CHINESE TALLOW tZ> CYPRESS @ SWEET GUM ,~ EUCALYPTUS i). CEDAR <0> BOTTLE-BRUSH o OTHER AS NOTED o TREE TO REMAIN X TREE TO BE REMOVED SIZES AS SHOWN NOTE: ONLY TREES 4" D,B.H. OR lARGER HAVE BEEN LOCATED AND SHOWN. '!JBy,1 OR '!JB.1 y, Right-of-Way or Property Line spot Elevation SYMBOL LEGEND '&' LIGHT POLE 0 CLEANOUT 0 PHONE SERVICE #1 PEDESTAL -$- TEMPORARY BENCH MARK " GUY ANCHOR POWER POLE EL. = 51.24 t:1 TOP OF CONCRETE MONUMENT GD WATER METER 111762 LOCATED AT THE NORTHWEST x GATE VALVE PROPERTY CORNER ... METER POLE -$- I~~P~~~RY BENCH MARK #2 ~ SIGN ~ EXISTING NAIL IN POWER POLE LOCATED AT OVERHEAD LINE THE NORTHEAST PROPERTY CORNER -- ~ ,.----- 24~2:5- ......- .........24---25- - ..------ Contour ASPHAlT CURB ~D.I. J.B. P -<JDe~;:;q;;'--7 - JLATERAl. - -{)- -<JSe- - -~.7' M.H.-A WYE c.o, - - - ~tft~ -We- ---w- - - ~.H, ''-G.V. - - - - --<lFMe - - - - - - - - --<IS/De - - - - ASPHALT Pavement CURB IID~ C.B, D.I'1 ~ LATERAL .... II S WYEJ c.o,Y "_H.-7 t F.H, W ~.V. .-FM- .- - ....S/D- - - H Storm Drainage J.B,J Sanitary Gravity Main Water Main Force Main - Sub-Drain ~ Water Meter SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST NOTES : 1. A PROTECTIVE BARRIER SHALL BE ERECTED AROUND ALL TREES AND NATIVE VEGETATION WHICH ARE TO REMAIN PERMANENTLY ON-SITE. SUCH TREES AND VEGETATION SHALL BE IDENTIFIED BY FLAGGING OR STAKING. 2. PROTECTIVE BARRIERS ARE TO BE CONSTRUCTED USING NO LESS THAN 211 x4" LUMBER FOR UPRIGHT POSTS. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF ONE FOOT ANCHORED IN GROUND AND THREE FEET ABOVE GROUND. UPRIGHT POSTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 6 FEET APART. HORIZONTAL RAILS ARE TO BE CONSTRUCTED USING NO LESS THAN 2/1 X 411 LUMBER AND SHALL BE SECURELY ATTACHED TO THE TOP OF THE UPRIGHT POSTS. A PVC- TYPE SAFETY FENCE THE HEIGHT OF THE BARRIER SHALL BE ATTACHED TO THE UPRIGHT POSTS, THE TOP RAIL, AND THE GROUND. WITH FASTENERS OF EIGHT (8) INCHES APART. BARRIERS SHALL EXTEND AT LEAST (1) FOOT BEYOND THE DRIP LINE OF ALL PROTECTED TREES ON THE PROPERTY AND SHALL BE AT LEAST THREE (3) FEET HIGH. 3. ALTERNATIVE PROTECTIVE METHODS MAY BE UTILIZED WHEN EXTENDING PROTECTIVE BARRIERS BEYOND THE DRIP LINE IS NOT FEASIBLE. POSSIBLE ALTERNATIVES INCLUDING PUMPING CONCRETE FROM A TRUCK THROUGH CONVEYOR PIPES RATHER THAN DRIVING OVER ROOTS, OR BRIDGING ROOT AREAS WITH STEEL PLATES. ANY PROPOSED ALTERNATIVES MUST BE DESIGNED BY A TRAINED ARBORIST AND APPROVED BY THE DCO PRIOR TO ISSUANCE OF A DO OR PERMIT. 4. ALL PROTECTIVE BARRIERS SHALL BE IN PLACE AND INSPECTED PRIOR TO ANY SITE CLEARING OR DEMOLITION AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITY IS COMPLETED. PROTECTIVE BARRIERS MAY BE TEMPORARILY REMOVED ONLY IF REASONABLE ACCESS INTO THE SITE IS OBSTRUCTED. REMOVAL OF BARRIERS MUST BE APPROVED AND INSPECTED BY THE CITY'S ARBORIST PRIOR TO ANY SITE CLEARING OR DEMOLITION. SHOULD REMOVAL OF THE BARRIERS RESULT IN STRESS OR DAMAGE TO THE TREE, AS DETERMINED BY THE CITY'S ARBORIST, REMOVAL OR REPLACEMENT OF THE TREE MAY BE REQUIRED. 5. NO EXCESS SOIL OR ADDITIONAL FILL, BUILDING MATERIALS, DEBRIS, OR LITTER SHALL BE PLACED WITHIN PROTECTIVE BARRIERS. ANY DEMOLITION WITHIN THE PROTECTIVE BARRIER SHALL BE ACCOMPLISHED BY HAND OPERATED EQUIPMENT. ONCE ALL MATERIAL HAS BEEN SUCCESSFULLY DISLODGED BY HAND, HEAVY EQUIPMENT WILL BE ALLOWED ON ENTRY INTO BARRIERS IN ORDER TO PUSH DEMOLITION MATERIALS BEYOND THE BARRIERS, AFTER WHICH THE BARRIERS MUST BE REINSTALLED. UNDER NO OTHER CIRCUMSTANCES SHALL TRACTORS OR HEAVY MACHINERY BE ALLOWED TO WORK, PARK, OR LOCATE WITHIN BARRIER AREAS. DRIP LINE 3 1 ' PROTECTIVE BARRIERS TREE PROTECTION BARRIERS DETAIL 6. SIGNS, BUILDING PERMITS, WIRES, (OTHER THAN PROTECTIVE GUY WIRES), OR OTHER ATTACHMENTS OF ANY KIND SHALL NOT BE ATTACHED TO ANY TREES OR SHRUBS WITHIN PROTECTIVE BARRIERS. 7. ALL UNDERGROUND UTILITIES SHALL BE ROUTED OUTSIDE THE PROTECTIVE BARRIERS. IF THIS RESULTS IN UNREASONABLE HARDSHIP, A SOIL AUGER SHALL BE USED TO TUNNEL UNDER THE ROOT SYSTEMS. THE DCO SHALL BE NOTIFIED AND AT HIS OPTION MAY REQUIRE A STAFF MEMBER PRESENT DURING THIS PROCEDURE TO ASSURE ADHERENCE TO ALL REQUIREMENTS. 8. INSTALLATION OF STRUCTURES SUCH AS PROTECTIVE BARRIERS, FENCES, POSTS, OR WALLS SHALL NOT DESTROY OR IRREVERSIBLY HARM THE ROOT SYSTEMS OF THE PROTECTED TREES. FOOTERS FOR WALLS SHALL END AT THE POINT WHERE LARGER ROOTS ARE ENCOUNTERED, AND THE ROOTS SHALL BE BRIDGED. POST HOLES AND TRENCHES LOCATED CLOSE TO PROTECTED TREES SHALL BE ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS. 9, DESTRUCTION OR DISREGAI~D OF PROTECTIVE BARRIERS MAY REQUIRE THE FULL REPLACEMENT OF THE PROTECTED TREE. NOT TO SCALE 1. THERE SHALL BE A 6' MINIMUM DRIVEWAY SHOULDER/CLEAR ZONE FROM EDGE OF PAVEMENT WITH A MAXIMUM SLOPE OF 3/4" PER FOOT. NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA, 2. THERE SHALL BE A 2' MINIMUM SIDEWALK SHOULDER/CLEAR ZONE FROM THE EDGE OF SIDEWALK WITH A MAXIMUM SLOPE OF 3/411 PER FOOT. NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA, DEMOLITION NOTE: ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN HEREON SHALL BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION PERMITS AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS. BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No. 1268, EL. = 62.044, NATIONAL GEODETIC VERTICAL DATUM - 1929, ADJUSTED. THE LOCATION OF THE UTILITY LINES SHOWN HEREON IS APPROXIMATE. THIS DRAWING WAS PREPARED USING UTILITY ATLAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WAS DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES. THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN), ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 125096 0010 D, INDEX DATED AUGUST 18, 1992, GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V, DATUM. CONTOUR INTERVAL = ONE-HALF FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA, 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. 8, ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT/' THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D,O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. PER CITY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER OWNER'S REQUIREMENTS PER CITY OF CLEARWATER REQUEST REVISIONS OEM PARTNERSHIP BELCHER ROAD AND CALUMET','STREET LANDSCAPE PRESERVATION. .'~l:AN "':::~,'~<.>, ~.-' : ,,:~.,' "1t\ Lli ::~\'~:::,.-<V'" ~ ~. "r(.. ..: 4 3 2 1 No. CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 DATE: DES.: DRN.: CKD.: PINELLAS COUNTY APRIL 7, 2003 APPR9YrP: 5.Y: J-.... . "\ "-,.:.. () I: T.G. Radcliffe .. </1' ~_, , '..,' WTS, DNC, RLG .:". , .. r "-". (J) : '\ (') -,.., :1'" . '-, h ... . .. 0: . 4' '...,: re. \" ,: <:.. '<.; INDEX OF DRAWINGS SHEET No DESCRIPllON TREE TO REMAIN (OUTSIDE OF CONSTRUCTION AREA) 1. ----------- COVER SHEET 2. -----------LAYOUT PlAN. TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PlAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. -----------LANDSCAPE PRESERVATION PLAN FLORIDA SCALE: 1" = 30' JOB No. 23362 S. A' "'CitL0.VERAS FL ENGINEER',$'UCE:IllS~ No. PE 8508 FL SURvE'rQR.&: MAPPER UCENSE No. LS 1762 SHEET 1 1 OF LLOVERAS BAUR & STEVENS ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. CONSTRUCTION PLANS PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 1 JOB No. 23362 .'- 1HE8E DOCUMeNTS IMY NOT BE R1iPRODllCEO III WNOU! OR PART, WITHOUTEllPAESS WRI1'JtN APPROVAL AU. AlClKI'S AE8EIMD, : . ;: ___QI I ~~u+-~J ~ I :... ..... .... .- "...... ...l.--r' r r, :./,':~".~i::::':':.::'.,'.L':;.'",,-;:~,~ _::,~~r::'.:~L:: :::.:I.,~:..",:!~ ,'; "; i;:-~::=~:~=~~:~_:~:-C::T:E~-=~~~;~~~:--,;~ I ;" ,... 1:' ,. '. u, :.- ~~ ~.:"~..,~::::::"::~::::,~:,::':: :,,_, ,-".:::':.~";::':.:r~.' ,-:'.:,'~.':':.;:"~f::::r"'-: '~:=~.:~:::l::=;f?.r:.~~' :';~.;~~f-.-r.,.: '::'.'..:::.f~:~ " :;;;-~ _____.1' T'-" -- ""'....u-""r.......".u'''.."-pu-"......r..''.."';'..u.~"..r..".'. r"'-'-'"''''"-"-''r'U',''''""''"'"''T'''"'"U''"UU ~ ~-.;.;;;;;;:, "'''-.-"""' :--...L......... 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N -H REVISED "'""C;---'""~ I 11111111111 I I iI II I 1'1 IIIII1IIIIIII111 I II I II ~ 1.: .,. -= NOV f 4 2003 _:1 ~ ~B T !IlIl -a - "'"' _ R :?=: _IF == IirilMDEl iT- El ~- Oc=J~ h-'-- o -L,....!.-T-L..:z- :;: ::: :;: ~ Ir- ~ ~ g g ::x :::I ~ ~ ~ S ~ ~ p: l TOP OF SlAB~ +0. -0" I l-- ---I I [ I I I r L - - r L - - - L r, - - -.-L -1,1- -,- 'I -1- ,-- -I. - --, I - - -,-- - - -1- T ~ - -l- T -I-..J - - - -1) - - ~, L - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - -L -1- - - --1_ - -L- --1--L ---1- -L.-.J-L _..J-L _ _ ---1- - - -L ~ - -1- -L ---1- - - _ _ _ _ _ _...l. _ _ _...J DRAWN BY GARY CHECKED BY CHAS SOUTH ELEVATION DATE 09/25/03 SCALE: APPROXIMATELY 1/4"=1'.0" SCALE :t1/4"=11.O" FILE 080403.PR SHEET PR-1/TWO .. I - I I I I 1 I I ""I I I I -, 1 -I I "",," ."", "''''"''"""'T""""','' , ....--... .-- -. .. ~ : ... r 'r.. ! I.... '-' .....-.... I .... ... 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AA COOO'52 '"' 5 ... O~-22 OATE 111I2/OJ A2 ORAWN .Ie.. t1W CHECI:!O Tole. 1: D- r o ~ ~ o o N " ~ ~ ... ,... ..... ~.. AN:> IltIPGI! VI!NT 6TANt>~ ~ d 1lU1, TYPICAL. METAL ROOF 12 t-ANSL& II I I I ~ I I I I I I I .......... & ,- I ~a on. I.lJ,j \L .- U, .1 ,. /___ .... i- -, ... _ .....r-.;;......r...;;;::::I, ". ... I "- V I ~ ") I 111" "'... j ".... .... , I~I. Y .......~ .....: ~ I.~ I. t) i\.o - '~.J II ~\ ,~" ~ ~ - : I .... 1/ "'....- l- I ~ ..! .......... - - vI.- '" ~ "-oj v "- 11111111 Till .~ ~ . ~ ",,'" " ~ - tI ~ ..._~" ... ~' Q ) ........."" ~ 101 / :.. D - . ~ ~ ~ , ........ II i I ~, ,tI ,...- ~ - !- ~.... \ .. II J - '\ I '-iQ -P. ~. r - elI'1FEflt ~ j ~.~ -~ - L_ .' L!VELE1lt \ L..-METAL lIJ.I.LL ,..ANEL& .. L.OAl>ING DOCIe: AIlI!A _ '\ J ON &TEI!L GI1IIIT6 &TAND r'" ~ EAVE I-4E IGI-4T ...... Iel.~' API', or I&T FLOOflt ~.~ API'. .. SOUTH ELEVATION &cALE. 118U . 11.tl)U IECE&&ED ~-u.eLL METAL DOOIlt . PfIItAI'1I! i'OLL.lP DOOIlt IIiIDCiE VENT &T AND~ fltAICl! 1lU1, TYPICAL 12 cr I. , i / HET AL ROOF ~ t-ANlL& 12 ",,"'" , I ""...",,""" EAVE 1-4EJGI.IT I ~ .'.W>" Al'F. "",,"" - l4!' loll :il ~ ~I ~ ~ IE .. . "" " 1,Il ~ ... "II / , TP ~ &T ANDAFilC> CiUTTEIIItI t DOUN&fDOUT - : T~ ~.... !i L I&T PLOOflt I &T ANPAfltD +- ~~ ~ -~ API'. .. NORTH ELEVATION I &cALE. 118U . II-tl)' /,; &T ANDAIltD GUTTE~ Hl!T AI. flICXlII , t-ANlL& \ , , , , I , I I , I I I I \ I I .",.;,- EAVE IoEIGI-4T ",,"" I Iel_~' API', /"" '" ...,-'" ( .I~ ~ """,;" I O~ ~, 1. "" / ,.' , II UI. I I I I I I I . ~ I ' I ,;r I~ ~ I Q I J ~ 1 I i i I I ~ I , I I -. ...31 - - ... "- ~ I&T PLOOIlt ~I.t)' API'. EAST ELEVATION . &T ANDAJIItP IltIDCiII \lINT HET AL ROOF PANEL& ...... .... +- ~ ~ ROWAND INC. Engineers & General Contractors 32730 US Hwy. 19-Palm Harbor, FI 34684 727.781.6624 (tel) 727.781.6331 (fax) .... ~ &TEEL IDlfDE I'OLLAIltD r- ~ .. St. Petersburg Times DISTRIBUTION BUILDING fIOLL ut- DOOIlt 6CAL.E: 118U . 1'-tl)U CLEARWATER, FLORIDA ..... ~ \ 1ltlDGE! veNT I I , I J. 1 I \ I I 1 I EAve JotEIGI-4T I I ~ 12 1e1.fl)M "'1', I I. ..1 f7 ,.. 1111" - ~ -""" .". ""'~' \ .... .- I. " I v ~ \- ~ ~l ~~ ~. .1 ... .... \," [ i\ ~~ I .- .....r-.;; II " - I... ... '.. :... , l' \ , ~~ ... -- ............ __!JI t! ~\L ... , ), L 'I"'" "" - ~, .... .,. , "", , ~- ~ \ -- I ... 1:' ~ ~L ~ , ~ ~ I - " ~ ( ~ & ~ ,I ..~ ~ )1/ '. ) ~ ! " ': ~.- -. ~ I ~ ,- ....., i - " :~ ~ !.J' -~ ... ...~ " .... ,.; - i- '-I-4OLLOUJ METAL t.J - I&T PL~ .1 -- ~I_t)' A1'I', DOOR . PfltAHE -- - T L --- - -- --------------'C---------- METAL ~ IDANEL& &T ANDAIltP CONSTRUCTION DOCUMENTS PREPARED BY: .. A('\chl~ec~u('\QI Effec~s Inc 2653 TIMACQUA DR. HOLIDAY, FLORIDA 34691 727.642.5858 (tel) WEST ELEVATION &cALE. V8U . II_~U IltECEeeED TJlI.ICI(-lU!1.L &TeJ., "IIDE I!5OLJ.AIIIeI:) ,...- mu : "lJ r RE.VISIOIllS . :-, EXTERIOR Thh d a~ IS to become part of '-'8 ELEVATIONS con a t &hM1lt'9~Jl the sigr ~d app 0' il of the owner and / or the owr ~r ~ representative. co...... NO. : OWN R' APPROVAL _________u____________ ----- 2003.8 DATE : OAT 0 APPROVAL ------------------ - MAR. 14. 2003 .... ~ REVISIONS : r- A3.0 ., ~ .... .... ~ ".. L ... ,-- ~-- ,-, "-' I --.I rnt~D.B.D.I. L_ () -l- 11 f ft! I ~~T~, E;. 44.~g.11 DOUBLE-CHECK~ GA \ !}l'J, THROAT INV. N. = 47,75 VALVE T -, J .,"' "'" \; WOOD~ ~ ~ ) - tpp-r...- --"'. ~.,~SP_ "'2"B'F'P- 52. 'IINF// -1-, -l \:J -...- a\ POSTS 1 ~ICN ----- -,-;'-' ---- !!....--.::!!.M~...:....:..:....L~~~~~.. "...~ WM rf-- -( GV "'1/. . .,.!l "'". r .51., . """"-- - - ---~-I------- --4--, '""':'\~ J.B. .... ... ". ........ , ctSIGN CO / \ wMT FH (51 .^ RIM EL. = 50.03 1 , ft / 50 ~ ---'~ INY. N. '"" 44.54 T.B.M. 11 l '-CONC. CURB ........... '-i-CB INV. W. = 44.54 EL. = 51,24 .Qh... _ ESET DISK #LB208 I CALUMET STREET t- ( ~ - r-so_ UG GAS LINE TOP EL = 49.95 ~ .. - - - - '" _ - _ ~SPHALT PAVEMENT, 0 - - - ---WARNING SIGN- /' -SETI5iSK #LB208 ~ FND. NAIL & TIN 3=; END OF WALK UG WATER L1NE-I ~ (60' RIGHT OF W'AV) L........ , 10 - CB -'~ J - / ~: ........ON LINE & 1.0' N." - - "" r---OVERHEAD LINES ---50--TOP E~= 49.97- ~ , __55.00' -" '. ~;g / ....-BASIS OF BEARINGS 2 P.V.C.~ /UG GAS LINE CONC. CURB~ /' INV. N. = 44.96-.... \ (~N.00.02'48I1E. 4' WIDE 0 CO ........~ -?: d./-SIGN -1::.. h _~_ . "'" ........ : ~ 30.00' CONC. WALK_ ,e..O":~~:';;l,"tT~ ...r;1'JIPf>~P ,J ~ J ~ EP....1,2' N. 7co~-t-..... -- -".,-:- ~ ",..=.~ .-:- J ~WM ~ 'I~ ~~ I . ~"""F.~ '1762 '_"""l / 5.89021' 49" E.- - .. 5/8" ,B.F.P......... IJ (..OVERHEAD LI ~ ~PP '-PP """ J - ~ ~ ~ ~ :i1'..."" "L M - -p\ 1\ ~L{ I"--t-- -- -- - \ -J- 377.16' \ 2GA~~'~ I I \ _ V . .. ,~P 0.6' N. - - - - - - - "\ "\GV -'- --.:::::::::::: 1iI. T B M '2 F.C,M. #1762 8'{,,:,,) I EP 0.7,'"'MS~RTLE CLUSTER 0 I ( '<Q SIGN ....1~' ~ "\, ~'\...\\ 7.;9' ., -~ EL.' ..: 50.54 EP 0.5/ E..... ~ EP 0.6' S. i CONC. ~ I \ASPHALT PAVEMENT, SIGN '0' SIGN '.1::.' 155;00' . , '-8" WOOD POST f EP in ~ rUG GAS LINE , ~ J I ~ 'I EP CROSSES oj ~..... I ~ \ llJ CL I I GA i"~~~~ IJNE 6' HIGH (~~~D~: ~~.-. I"" " (~I~ EL;V:;~:' .. EpJ ( ~. ~ ~ \1 ~ I PP oi WOOD FENCE--.. 4f~ ){5"\t" All I 0 co CON C._ "q., $1 -. 0 CO J ~ ~!D I " ~ ~ _'\ '.. l-J \ J.;-GAS METER r . ',- II '. '. .....EP, FLAGPOLE ~ ','-1 : :~ I-~ \ "" E:P OS W~:.... GATE, ". .... .... ~ CONC~n' .~ 64.7 I ' 24.6 . I 19.0',' w/ CONc.EJar I ~:p- ~ '\ ( ... ~~~N~~ OF FENCE jrr- ,_L) " '~~, H'G~ CH;;;N .. GATt"'".~ .~_~ "t ',4: 1..:5' ' 36.4' .",', .. ,'. 4.7 w~t1.1V 4.7' wfuO:'" ll. - -~~~; WALK ~~I~~Ng~~ I.. A\ 6" \ Ie,,,, ~' I , UNK FENCE " :- ",' .~ DING ::(.e~~ ' 'r 33.0' .. ,~~ ,\ I ~\,I ,~ ~; OVERHEAD UNES~' 120,5' ~ i ~ i '" N \ ., : AOOR~~~ ':'6 ROAD .;:":,-~'S! . ~ ~~~~ :' WIDE i :j ~ ;~~\ g~R~~~ OF CONC. ,I ,~%3'''. ~ 11.3' 12.8' '1.3"3." 1.4' > '.'".,,:..7" fI' fJH~5',Jl'~' , .y-~~~D~AlK ~li~ - -:':::t'LK i d ~ 1\. ~ ~ ~ : ~ wK I' .' I~ --' ' '. I ~.~r;~, (,:.' i )( r1 f'.,. N ci~ Vl~ ()~ 20.4' I ~/'" ELM I;;... " I ,I, ~ w ai~>O::: . ~~' 1 --~" . Dg~5t!+~R 0 '"" ,6" II :l .~.... POOL HEATER)( '~~I ~ ci <!l ~ iE ~ "5 Z .. 611 DIA. . . ' I 14") ::.. OUTLET, I ~ lL.. _ 0 BOLLARD " " , · ,~ . ~ r[" '" 0 00 I ' ,,>OJ i CONC..' :~:., g;";:'4'~ }~::E~~:-=~ "-a}~~J~ ~ I GAT,' ~ ~~l~! ~\ ;,-j . . _ .. " UNK FENCE ,CONe. >,"~}.: >- - \ n <<0 , g~R~I~ OF CONC., I ,." I -. ~ ~L WIDE 0 g~~~R 9'0 l)J } ( II g II ~; \\ I i: \ 1 END OF FENC~ ~,Ep../.L. ',' \. .".. "" ""'. I~ CONC. WALK......... ...'16"' 'IN' . ~ . CL ".' &'::'!,\' ~ \~I ~;N~I~~Ng~~ ~~~N~R OF FENCE ' ,tPP _ UN::~ x 8,OJ C~~-\~ I L ~~O~ ~. , d~ 15". :~~" i 17,4~<Y' (' It,> f--UNI< 33:1' } P ", T r,~ S I ~ ) I - )(. K' )(~. ""l~l' == CONC. SLAB, :) ~._ I. . ',' h~.";" :0' '. 059.211, WIDE ) 0 8" ~ 4' HIGH CHAIN 42.2 IN. EpJ ~ "1-7" C1TRUS~~T~E~L;.. 50,87 ..... \ . ,.., ~./' /"" 49.11,r' ~<, ',~~, V''''f'"":i ,<' ,". , ,..... CONC. WAL~ 811 I S" GATE! / ~INK FENCE K~2:. 1 ~ ( 1 OVERHEAD L1N~ I' , .. .::-:J.. ;':,:l,i;, ,,' i>"~~~E~ ' ,9': 5" :2~'~"! MASOONNERYSTBOuRYILDING ! {)'8" 92.4' PSP ;~ t I ,: \ I ~ . ,\ I ,~c,,~~.- "f." '-:-'OZ? '''0'411 I . }~' I~: \ <C CORNER OF FENCE~~,,: ", "~, f'J\'/"'''' -0; .~.......I "GATE \ 711 K LOWEST FLOOR EL. =:=",51.51 ,".. )-,9 \ CL , 2 3' W ", ,'" . ~ ,,'" .>, . ...-1 /' /' WOOD RAMP 1 ',"' " /' , <C....., \..., -MtTAl SHE~r/~~." 'v ~ . \' \..' . .'~ '. -, I' .-'-'~;'\::::'-.-.-.-, 8' WIOE UG WATER LINEii' I I! i5 i '! 0 Is::, 4.0' X 5.9/ I~ 'I \ \ '. i 4/ HIGH CHAIN CONC~ CONC. WALK-~, 4.5' WIDE I I 19 ~i ~\.. 4C( ;$ ON LINE "~~ \ 1-8."" UNK FENCE CONC, WALK )j IIU~ 5 'oJ \ 0 ~ i), .r',~'f!'\L.\ I 1.p , 5.0 ','? LOT 12 04".,;., ' :I: I ~ " ~~\\I\ I :': MP-B".fS (~ ,1/ '. \g b , (,lL.. \ I . . / 1811".. 6/ HIGH----- ' ~! I I.&J ..... '. .-' I \ . lJ. WOOD FENCE ~' LaJ~ ~; .IM .~"C) (,~~! (~ /'/ 5' WIDE -..; ,': I /' Ep............ I I 5~ ~f~ ':;'1 : .~. i \ i i . -CONC. WALK COVERED-~ / GATE- I ~O::: : _1_. , '9- i I il AREA ,..' I w ....' ~ : . . , CL "it : - ~, 1:11 5/ WIDE . ....l c:]_ WOOD SHED )( I I ~ ~, . '. ---50- ~c, WALK-~ -,:I ....8.3' x 8:2/ I~, I ~~-~- . ! 'I~ \ , /---/ GA" PP~.>,. "-OVERHEAD LINES I';; i i~ ;n~ I / M~ ,,/ / N~6' HIGH CHAlN- K "ll d J111~ . ~! PP. I. "A' /. .' LINK FENCE "I' LaJ:i w!;( i " r"'>' "" / : " / ~ !;( . .~ ! i : iu Ii ' i , r . ............ 0 x,,- 0::: > > ' ~\/ 11".1 ~ .!:!. -- __ ,. '. Ve-I?H~D (I.'" rtij/' I "i1;':';' j " <!! ;!; i'O I Q j /IN i' ............' ,y~s,. / XI ,/ ~~I. ~,..;.; !\ Z . ,lB :-t j . EpJ __ -- //_" " ~~I'~\ A \~-1511 RC.P. ,',,* 1 6~ o 'j,il 0 .!. _-- CO Kt" 'OC) fl-. 'L ; ~ {~t:~ ___--- .CO 0...... I, ~ .~"\ ' r-.";': , .....-~) ~ e <.. -- (ASPHALT PAVEMENT," ' ' K I b V)~) ~ \, . ...,.~,yjJ,j ------.... . '. .. /I~ ~ CL ~\ 1-- "-.1. I I \" I C!! Z LaJ \\ 200.0~ _ _ _ -=.! _ 6' HIGH CHAIN ~ ~ GATE~ ' 5,5.0.01 \ " K 1 011 ,,~ " CORNER OF FENCE i \ ~ ---oJ · , _ L - N.ii;2 l' 4;~ ~~' V r ..: '- _ -., 7' . ... _, ~P' ___ . .~';". 1.~~, ::6~.:':----,-" .,.... 1)-ij5~.4 N. \ ~Ns'? ~F FENCE~ ~~~E~';,6~ ~'W ~F FENCE1 / I _~.r~NDAAY~N~ LOT~__ _ ,.,.... 376.66'g~~N~R ?6JE~CE~~;-F.LR.\M82 I __ __ Jl'TE/lx..................,<>-- r - - T /' "\j -g- LTP ~UG WATER LiNE - ~--:::- ~,,,--~ LTP ~ F~ ~ ~ . 'i I F~;, \ ) : ..-" -----~ Ep../ i 6' HIGH CHAIN--j ~ (1, //--- L () T n ~A5PHAlT PAVEMENT, /' LINK FENCE ~ II h : .I!!~ ' /' EP") I. 'h''''' ). ~ ' 'I',' U!,:,' ~t., \1'\, . <'ONE STORY.' r "" [-'I It(.. 'MASONRY' BUILDING S,89'21'49I1E, 208.00' ) NORTH BOUNDARY LINE OF LOT 12/ \ \ \ I ~ N 9 lL.. o W Z :J ~ Z ::J o II) I- (f) W ~ ,.. \.. , ~ o 1"')0 ioo o' . 0 o~ C! ~ 10/ WIDE NON-EXCLUSIVE & DRAINAGE EASEMENT O.R. BOOK 8188, PAGE 825 \ \ ,," (" \"- ",' .. I), I ('... 'r~ , ' , ' '\,,~ ~ u , /.""' 6' HIGH. LINK F~~ _ _ [_ _ ~.89"21'49""'-- __ _o..~-- -- N,89'21/49"W.--- ~ '--;OUTHWEST CORNER ~~~ OF LOT 12 ~ ABBREVIATION LEGEND B.F.P. CB CL or ct co CONC. O;B.D.1. DIA. D.1. EL. EP F,H. GA GV INV. J.B, LTP O.F.S. MH MP PP PSB PSP TB UG WM = BACK FLOW PREVENTER = CATCH BASIN = CENTERLINE = CLEANOUT = CONCRETE = DITCH BOTTOM DROP INLET = DIAMETER = DROP INLET = ELEVATION = EDGE OF PAVEMENT = FIRE HYDRANT = GUY ANCHOR = GATE VALVE = INVERT = JUNCTION BOX = LIGHT POLE = OVERFLOW STRUCTURE = MANHOLE = METER POLE = POWER POLE = PHONE SERVICE BOX = PHONE SERVICE PEDESTAL = TOP OF BANK = UNDERGROUND = WATER METER S.I.R. = F.I.R. F.e.M. = FND. = #/No. T,B.M. EL. (P) = P.O.B. P.D.C. = O.R. P.B. = ,.- .. ''''11 1-"'" .... 1"--' ..-tr",.... ... '-' I f I It' " 1'\11 I ..~ I'" to. I 1'1 "'IL.I I f '-'I' "I.'" I II \1._ ,'" I ,.- .. ,." I'" .. ..,..,....,." I I ... ,\ .., "" ,\ I ......, ..., L... 1._ ,-, I , , , ,-, I 1._ I 'I ...... r"", " I" If.. f," I .., " II" 11'" .. I I' ,-, II "II " ..., ,... -r- .. -.- I " .. I .... . , 'I f II 11\' ...... I '-'I I I '"' I . ,.. 1-'-" , ,,",: : r " ,.- t,to- " , SOUTHEAST CORNER-...... OF SECTION 1 SECTION N 0' 15' 30' 60' !l-l... Jo.....oI I SCALE IN FEET ( I- Z W ~ W ~ CL ~. ~ < I CL ~ I...... 'oJ !. OllOl')oo ! "':-.t-IO"<t ~.....:.-:,,; -.t--.t-"<t ., II /I /I II \' cjui:z~ r :t~~~~ JO:::_-- .~ \~ LaJ :tZ 1-0 u...i== Otj w(f) ZlL.. .:J 0 ~-.t- <::::- .~~ .::) .0 m:J: ~~ I THE FOLLOWING IS A LIST OF EASEMENTS INCLUDED IN SCHEDULE B - n OF THE FIRST AMERICAN TITLE INSURANCE COMPANY. FILE NUMBER 119892-4-01, EFFECTIVE DATE JULY 9. 2001 AT 5:00 P,M. 11, Covenants, conditions, restrictions and easements as recorded in O.R. Book 115, Page 347, as amended in O,R. Book 169, Page 542 and O.R, Book 680, Page 63, together with such additional and amendments as from time to time may be made, and any possible charges and/or assessments, Public Records of Pilnellas County, Florida, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familiar status, or national original to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). (BlANKET IN NATURE - NOT PLOTTED HEREON) 12, Subject to all matters as shown and set forth at the plat of CLEARWATER INDUSTRIAL PARK, as recorded in Plat Book 44, page 46, of the Public Records of Pinellas County, Florida. (BlANKET IN NATURE - NOT PLOTTED HEREON) @ Easement recorded in O.R. Book 8188, Page 825, Public Records of Pinellas County, Florida, (PLOTTED HEREON) TREE LEGEND NOlE: PARKING LOT STRIPING IS FADED AND NOT SHOWN HEREON. SURVEY LEGEND SYMBOL o lJ. o * . -$- TEM~RARY BENCH MARK '1 EL. - 51,24 TOP OF CONCRETE MONUMENT #1762 LOCATED AT THE NORTHWEST PROPERlY CORNER UTlUTY LOCATION NOTE: THE LOCATION OF THE UTILllY LINES SHOWN HEREON IS APPROXIMATE. THIS DRAWING WAS PREPARED USING UTI LIlY ATLAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WAS DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES, DESCRIPTION OAK PINE PALM CITRUS CHINESE TALLOW () CYPRESS o SWEET GUM ci!i\, EUCALYPTUS -i:f. CEDAR ~ BOTTLE-BRUSH o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. SET IRON ROD, 5/8" FOUND IRON ROD, 5/8" FOUND CONCRETE MONUMENT, 4"x4" FOUND NUMBER TEMPORARY BENCH MARK ELEVATION PLAT POINT OF BEGINNING POINT OF COMMENCEMENT OFFICIAL RECORDS PLAT BOOK -$- TEM~ORARV BENCH MARK 12 EL. - 50.54 NAIL IN POWER POLE LOCATED AT THE NORTHEAST PROPERTY CORNER BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON PINELlAS COUNlY BENCH MARK No, 1268, EL. = 62.044, NATIONAL GEODETIC VERTICAL DATUM - 1929, ADJUSTED. flOOD ZONE NOTE: THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN), ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNllY-PANEL NUMBER 125096 0010 D, INDEX DATED AUGUST 18, 1992. 14. Easement in favor of Florida Power Corporation recorded in O.R. Book 731, Page 373, as affected by O.R. Book 6277, Page 1973, Public Records of Pinellas County, Florida. (DOES NOT AFFECT THE PROPERlY - NOT PLOTTED HEREON) 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST i ~"'i VICINITY MAP Not To Scale DESCRIPTION: A part of Lot 12, CLEARWATER INDUSTRIAL PARK, according to the plat thereof, recorded in Plat Book 44, Page 46, Public Records of Pinellas County, Florida, more particularly described as follows: Commence at the Northwest corner of said Lot 12; thence South 89 degrees 21' 49" East (plat bearing and basis of bearings for this description), along the North boundary of said Lot 12, 208.00 feet for a POINT OF BEGINNING; thence South 89 degrees 21'49" East, continuing along the North boundary of said Lot 12, 377.16 feet; thence South 00 degrees 02' 48" West, along the West right-of-way line of Belcher Road, 55.00 feet Westerly of and parallel to the East boundary of the Southeast one-quarter (1/4) of Section 1, Township 29 South, Range 15 East, Pinellas County, Florida, being the West boundary of public right-of-way conveyed to Pinellas County by Quit-Claim Deed recorded November 17, 1976 in O.R, Book 4478, Page 2113, Public Records of Pinellas County, Florida, 379.98 feet; thence North 89 degrees 21'49" West, along the South boundary of said Lot 12, 376.66 feet to a point lying South 89 degrees 21' 49" East of and 200.00 feet from the Southwest corner of said Lot 12; thence North 00 degrees 01'42" West, 379.98 feet to the POINT OF BEGINNING. TOGETHER WITH an easement for drainage purposes, as created in an instrument recorded February 23, 1993, in Official Records Book 8188, page 825, described as follows: A part of Lot 12, CLEARWATER INDUSTRIAL PARK, according to the plat thereof recorded in Plat Book 44, page 46, of the Public Records of Pinellas County, Florida, more particularly described as follows: Begin at the Southwest corner of said Lot 12; thence North 00 deg. 05'30" West (plat bearing and basis of bearings for this description) along the West boundary of said Lot 12, 10.00 feet; thence South 89 deg. 21'49" East, 200.01 feet; thence South 00 deg. 01/42" East, 10.00 feet; thence North 89 deg. 21' 49" West, along the South boundary of said Lot 12, 200.00 feet to the POINT OF BEGINNING, NOTE: THIS SITE CONTAINS 143,210 SQUARE FEET OR 3.288 ACRES MORE OR LESS TITLE COMMITMENT NOTE: THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT, FiLE No.i 19892.--4-01, iSSUE.D BY FIRST AMERICAN TITLE INSURANCE COMPANY, EFFECTIVE DATE JULY 9, 2001 AT 5:00 P.M. SURVEYOR'S CERTIFlCAlE: I HEREBY CERTIFY THAT A SURVEY OF THE PROPERlY DESCRIBED HEREON WAS PERFORMED UNDER MY SUPERVISION ON AUGUST 15. 2001. AND THAT IT COMPLIES WITH CHAPTER 61G17 - 6, FAC, THE PROPERlY CONTAINS IMPROVEMENTS AS SHOWN HEREQ.Ii THE~LE ENCR~CHMENTS EXCEPT AS SHOWN. S.~ANDY" LLOVERAS FLORIDA LICENSED SURVEYOR AND MAPPER No. LS 1762 THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE OF A FlORIDA LICENSED SURVEYOR AND MAPPER. No. DATE REVISIONS DRN. CKD.APP OEM PARTNERSHIP BELCHER ROAD AND CALUMET STREET BOUNDARY, TOPOGRAPHIC AND TREE SURVEY CLEARWATER PINELLAS COUNlY FLORIDA PREPARED FOR: DATE: 5-8-02 APPROVED BY: OEM PARTNERSHIP DES.: ~ c/o MR. MARK KLEIN DRN.: L.L.. KB KLEIN &: HEUCHAN, INC. REALTORS CKD.: RO _ 2040 N.E. COACHMAN ROAD SCALE: 1" = 30' ~\\ SANDY 1/ LLOVERAS CLEARWATER, FLORIDA 33765 FL ENGINEE~S LICENSE No. PE 8508 Phone: (727) 441-1951 JOB No. 23362 FL SURVEYOR de MAPPER LICENSE No. LS 1762 SHEET 1 LLOVERAS BAUR & STEVENS OF ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. SURVEYORS #LB 0000208 PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY JOB No. 23362 \ \ \ , ~ b ~b 100 o' oS! ~ S.89021'49"E. 1 0' WIDE NON-EXCLUSIVE DRAINAGE EASEMENT O.R. BOOK 8188, PAGE 825 EXISTING 4' WIDE CONC. WALK o~ ~- 208.00' NOTE: 20' x20' CllY OF CLEARWATER SIGHT DISTANCE TRIANGLE NO OBJECTS IN THE SIGHT DISTANCE TRIANGLE MAY EXCEED A HEIGHT OF 30" MEASURED FROM THE /' ADJACENT EDGE OF PAVEMENT. ~ SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST N 2" ~EXISTING D.B.D.1. 1Il' I GRATE EL. = 49.11 EXISTINGCB I- I INV. S. = 44.60 TOP EL. = 49.97 I ~ / THROAT INV. N. = 47.75 DOUBLE-CHECKl- INV N - 4496 III i/ I VALVE - -+" - - / - - \ I? - - - / q -+-- F - - - - - - -=- ~~ ~! / I -------- ~----r-------_\----,-~2-B,F.P. _______ / ---~~--w.--=.:::----"-----=----.:::-----,. 7 _ - .:::_r- --r~'I>;h// ~~ST~~~ ;'~0.03 : =..--==-=-= --=I----L-____________'-___ I ____ <t __ L J \ I \ ~o~e::t :.? IINNVV' wN. :: 4444.55441 I f~~ <<1.24 llh _ -; - - - - - _- - ~ -;- _ CALUMET STREET -~ =-- ~-==--:kb~~b~~~ ~~LK --=--=-=~-==- ~~~g~E~ 2B~9.~S - . ! - _ -L NOTE: PROVIDE A RAMP FOR THE PHYSICALLY HANDICAPPED -1-"- ~' ACCORDING TO FOOT .... I "'S: -7.... 304 " " '. ,... \~ 4' ;~;;-.....--=. 7 ....-....~=-=..~~.~..~~., ':~.1;OTE:'1', r-.....=F-=.~~.....~'..=..=....~~~~" ',G 7.79'--':::::::::::: ::r0 ~~.~ ~~,54 ,,;<> : N ,1l 20'X2D~!C~D. F.. .CLEARW.ATER SIGH.TDISTANCE TRIANGLE NO 06JECTS ,I ~ I ~ : " IN THE,SI9HT DISTANCE TRIANGLE MAY EXCEED A HEIGHTOF30" ~ ' I I"'" I I. I \ I MEASURE, 0 ,FROM" THE.ADJACENT EDGE 0, F..,. .,R.I\. ",.,.EM. ,ENT' -- - rc; ...... J I ~ I * II I EXISTING _MH . /' CAR STOP I .~.~ ex) I ffi ~ 1 ~ : - - )t - -;:; - - ~ I~. a..iSl.44. / (TYPICAL) .r ~ 10. r" I :j V ,....., ../ 1 5' 12' ;.. / ' , I l ~ I", I II I ~ V I -ll _ _'~ j~ _._ _ _ ~S"" I GAS ua ~ ~ ~ j~ ~ ~ '>1 II ~ f ~fi' !:~I, i /,1, I! g~~ggEs~E::~::ON · - - ~ I - '" - - - - - - · 1 1\ , L I 112' I .. ":" '""..:;. 4 ", I J I J 11 t;.~X.ISTlNG.D.B...D.L 40' I r..." '.- 1 ~ ~T 1':,\ I I '\ 'i !' vRATEE:. = 49.91 I I 19' I 24' r-19'---;-' , , " 00 PROPOSED 2~' I 19' 1 20':: I I II t~0~i-lNv:7N~5 = 48.15 m I ' I, - "77'1 STORY - I~ I,J II '" I 7" .6".6 ,~' ".:528S.F. 10' U '" I I ;l ~ CR' .I DIT UNION . BLDG. ~ I ~~;II(::) o,t . ~ III ,I HI I 11";. . - TBUILDINGJ1E~PIfT ==24'~, ~ ~ , '>-i,' ~ 11 ,6 0 ~ ~ ~ I 1 I b cJ'.' VI' HID 1411.1 I" J. . ...., .- "" ' CL (.............. . I ~ ~ ~ ~o' II 1\ ~ .611,4" I .... I , Q~ '\1 \ . I ~ g ,1 \ I . 0 ( LUSTER 9'0 . . II f \ ~ ~ ~ ~ I ~\ \ 1 · ~4" .4" 0 1 0" I . . ~ ~ ~, \ l 1511. 22110 ~ I ,.~ I \~ 911 0 8" . Gl . /' -~ ffi 5: I ~ \ I I ~ ~ Q l ( '''R'' 11" '" l:/"" Ie') p... ~: I I r,h.. 9'~ 5' 0 ~ P 2~ ,SO' I \ A - r-::- I I ~ en m ~ I II \ \ W 711 '..- ~ ~ ~ I I I.:. "'T2~ '/ / / /f'1 '" ~!> ""'....f I I! II PROPOSED 5' CONCRETE 9' I (;:~.) i.,.. --- I 0\0 ~ I :7~~ I \\ WALK (7' EASEMENT TO (lYP.>--I I' PROPOSED _I- I .'1 ! BE DEDICATED TO CITY I I ,'..,~ 2 STORY ~.,.,',.' "'h 50 94' ~ ~9"f I: I ~ I OF CLEARWATER) I",,',..~ '00."" 12 000 S F _' ..".:11 I. 13110 ',.:i III I I I' I .~, .. - 'II 1~' I 24' I 19' t I I~ OFFICE 8" I I i~" II I: I I ,~ BLDG. 24' 7; I IllJ) I I I I I ~ I I,~ BUILDING HEIGHT - ~',",I If: V I I: I ~ :1 : ~ ~ * \ \( -~'...,> ~~~ I~ at J ;'~.;- ~,i -=rif: il ~~vnD.~ 47.49 15' I I '- '-' NClIE: erE _.. ~ ~ I I ,NY. N. - 44.99 .-._"~- ~ I: I L ~ - --)t -::~~c:}i~~iJia~~~~:~URED- I' ~~/ II : II ~R~TTNY44SD6= 46.41 ".8~"-'(- - - ." - - STING MH EL. = 49.19 S. = 41.45 lit. lit. lit. I N. = 41.53 ;..,'.11: - ~ ,,:J}: \~ I:: I,.... ~ INV. W. = 43.48 C-' ""'II . 9' ~ ex) I.e:. - - -8"Se-,l I ~i _~I ~_:__,~ __~ _______ ~ I;l 0 PROPOSED 'P. '~I~)bo' Ii ~I 00 · DETENTION AREA . · DoL! I!I ~ II EXISTING 6' HIGH ~ 0 : "'I ,,' CHAIN LINK FENCE ~ ~ -l:~I. '- " I . uil~ II I: II 200.0~_____ .J.. b " .. " " .. _ lit. ~I =.N. IJ .,. I I. : r') 010" I r--- T 200,00' - - - -;ROPOSED. /.. ... -~~.~-:ag..2';;:;;W~.'..=-"'. .....-::...~-.....-..... - :..,...-.:...-=.~-..... · 37S:6F.......L.....f ,t-~:' , I I t I ~~~[~~~E r---------=.-_=_-_=_-_=_ 2 ------_=_--=--'~,w<>-_=_-_=_-_=_-_=_-_=_--~--,l'---~br~rwf---r)~ 1 I: I (SEE DETAIL SHEET No.B) /' - ~~~i~gEbEROSION - - -E:........ LINK FENCE-} I I : I (SEE DETAIL SHEET No.8) ~~rl~~ANT ~ ,I ~ I I : II EP" /" - - - I ,. = = - = :;- - - - "" ,\\ 711 ~ \' ,I ! I EXISTING ONE r..... I I STORY MASONRY I BUILDING 0' 1 5' 30' ~ SCALE IN FEET 7x> en . PROPOSED EROSION en CONTROL ~~ (SEE DETAIL SHEET No.B) ~ ! . ,I , I _: ~ . . . ~ I . GRATEEL. =50~87 : INV. SE.=49.11---..l:r---. 1 "'- J = ~\ , fi-I~ 7" cr RUS '<2. l!l, EXISTING GATE ---- . . , : , ,! . I: EXISTING D.L EP~ " ~ , \ \ \ J:W OU _Z J:W u.. (o~ o~ z....l ~~ -c( XI lLIu EXISTING ONE STORY MASONRY BUILDING _ _ [_ _ -2.B9'21'49"~ __ ~-- -- N.89'21'49"W.--- EXISTING "!J8~ 1 OR "38.1 ~ _24---25- - /' .......------- ------ ASPHALT - - - - CURB~D.I. J,B. P -<lDe~,.:;[:t~m:. - -()- -<lSe- - -~:;? M.~~ _~f-,- _weWYE -:O~ _ ~.H, .~.v. - - - - --<lFMe - - - - ------<lS/De---- ~ GENERAL LEGEND DENOTES Right-of-Way or Property Line Spot Elevation Contour Pavement Storm Drainage Sanitary Gravity Main Water Main Force Main Sub-Drain Water Meter . I 26' PROPOSED (14,346 S.F.) DISTRIBUTION FACILllY ..... ~'""""';/:"""" . . . . . .. .. . " " ... . '. . .., . . . . . . ~ '. . . '. .'.. '.,. :: ..;." ..;. ',. ',. ...'... " " . . .. ". .....,... .' '. ."-, ,-, . '. . ~ ' '. . ,": . .~ " " '-:':": . -.' . . . .. " ' , l'""'~"'""" - ,,:, ':, ", . , ' , ' , ~ ' " '" ,', ~: ' ".:, " " , ' . , ,,', ::' ",'.: ':H":' 'tt') " ,,"","'""," ,0" .', , , , '..'," """"'""",- ',:,," ~ ".,.. .. . . N 10 BUILDING HEIGHT - 24' '/'////1 10\0 I I I I I I , , . , .- .~~DJ.~G~ """""'"0' OroK:' ,", .. . .\;;. ..:' ..:., ';". . ',,- " , H' ",' , ,', ' ,;' ' ", ',',' "" " 86' O SYCAMORE 25" I - -J - - ~ en 5-.~ I ~ L_ - -~ - - C'l I - ~ .1! NOTE: SIDEWALK SOUTH OF DRIVEWAY ALONG BELCHER ROAD IS INTENTIONALLY OMITTED IN ACCORDANCE WITH THE AGREEMENT OF PINELLAS COUNlY AS PART OF THE UTILITIES LICENSE PERMIT APPLICATION. ABBREVIATION LEGEND PROPOSED B.F.P. CB CL or ct CO CONC. D.B.D.1. DIA. D.1. EL. EP F.H. GA GV INV. J.B. LTP O.F.S. MH MP No. PP PSB PSP TB UG WM -- y- ...---- 24::'---""-25- ASPHALT CURB ,.a"'" .~ II!$. LATERAL ~ III S WYEJ c,o,.-P M.H. ~ ~.H, W .Lo.v, - .-FM- .- - ..-S/D- - - IBI = BACK FLOW PREVENTER = CATCH BASIN = CENTERLINE = CLEANOUT = CONCRETE = DITCH BOTTOM DROP IINLET = DIAMETER = DROP INLET = ELEVATION = EDGE OF PAVEMENT = FIRE HYDRANT = GUY ANCHOR = GATE VALVE = INVERT = JUNCTION BOX = LIGHT POLE = OVERFLOW STRUCTURE = MANHOLE = METER POLE = NUMBER = POWER POLE = PHONE SERVICE BOX = PHONE SERVICE PEDESTAL = TOP OF BANK = UNDERGROUND = WATER METER TREE LEGEND SYMBOL LEGEND SYMBOL DESCRIPTION o OAK l:i. PINE o PALM o CITRUS . CHINESE TALLOW () CYPRESS @ SWEET GUM ~ EUCALYPTUS -(:f CEDAR <0> BOTTLE-BRUSH o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. SHEET No. INDEX OF DRAWINGS DESCRIPTION "R" o o LIGHT POLE CLEANOUT PHONE SERVICE PEDESTAL GUY ANCHOR POWER POLE WATER METER GATE VALVE METER POLE SIGN EXISTING OVERHEAD LINE -$- TEMPORARY BENCH MARK # 1 EL. = 51.24 TOP OF CONCRETE MONUMENT #1762 LOCATED AT THE NORTHWEST PROPERlY CORNER 1. ----------- COVER SHEET 2. ----------- LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. ----------- LANDSCAPE PRESERVATION PLAN ((' 11 e x .. ". ~ -$- TE~PORARY BENCH MARK #2 EL. - 50.54 NAIL IN POWER POLE LOCATED AT THE NORTHEAST PROPERlY CORNER NOTE: SIGHT DISTANCE TRIANGLE: NO OBJECTS IN THE SIGHT DISTANCE TRIANGLE MAY EXCEED A HEIGHT OF 30" MEASURED FROM THE ADJACENT EDGE OF PAVEMENT. , l ~ ~ ------ PROPOSED 1 STORY 3,528 S.F. CREDIT UNION BLDG. 60' I rr:ID [Qb [QIJ Gl . rr:ID rr:ID rr:ID DRIVE- THRU STACKING DIAGRAM rr:ID rDD rr:ID rr:ID rr:ID rr:ID rDD SCALE: 1" = 30' CLEAR ZONE NOTES: 1, THERE SHALL BE A 6' MINIMUM DRIVEWAY SHOULDER/CLEAR ZONE FROM EDGE OF PAVEMENT WITH A MAXIMUM SLOPE OF 3/4" PER FOOT. NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA. 2. THERE SHALL BE A 2' MINIMUM SIDEWALK SHOULDER/CLEAR ZONE FROM THE EDGE OF SIDEWALK WITH A MAXIMUM SLOPE OF 3/4" PER FOOT. NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA, ~ ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN HEREON SHALL BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION PERMITS AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS. ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNlY BENCH MARK No. 1268, EL. = 62.044, NATIONAL GEODETIC VERTICAL DATUM - 1929. ADJUSTED. THE LOCATION OF THE UTILllY LINES SHOWN HEREON IS APPROXIMATE. THIS DRAWING WAS PREPARED USING UTI LIlY ATLAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WNS DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES. THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN). ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 125096 0010 D, INDEX DATED AUGUST 1 a, 1992. ~ 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE-HALF FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTI LIlY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "NS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILllY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CllY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CllY OF CLEARWATER WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNlY RIGHT -OF-WAY. 10, ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CllY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILllY CODE FOR BUILDING CONSTRUCTION. 11, AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILllY CODE FOR BUILDING CONSTRUCTION. 7 6 5 4 3 2 1 No. RRD WTS RRD RRD WTS RLG DNC DRN. CKD.APP PER CITY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER OWNER'S REQUIREMENTS PER CITY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER S.W.F.W.M.D. REQUEST PER PINELLAS COUNlY REQUIREMENTS REVISIONS .OEM PARTNE;RSHIP BELCHER ROAD AND CALUMET STREET . '1.', """""_'.:., . .- 'I ". LAYOUT PLAN. TREE SURVEY AND EROSI()Ns'C<:>~OL PLAN PINELLAS COUNlY ' ~.:.! ~': . '~, DATE: OCT. 9, 2002 APP~OVED;BY: . - tL DES.: T,G. Radcliffe ,".,~,-, ' "~,_,.' DRN.: WTS, DNC, RLG',.'" /," '0",":':_' CKD.: -<< '.. ~ SCALE: 1" = 30'S. ~AN ,.'I:J~tO~ERAS', FL ENGINEER'S L1CE:{q~,No. PE 8508 JOB No. 23362 FL SURVEYOR &: MAPPE~ LICENSE No. LS 1762 SHEET 2 OF CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES. L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 3.3765 Phone: (727) 441-1951 FLORIDA LLOVERAS BAUR & STEVENS ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 1 CONSTRUCTION PLANS JOB No. 23362 J T' ALL UTILllY POLE RELOCATIONS SHALL BE COORDINATED WITH THE OWNERS OF THE FACILITIES. THE POLE RELOCATIONS SHALL ACCOMODATE THE PROPOSED SIDEWALK AND DRIVE APRON INSTALLATION WITHIN THE RIGHT -OF-WAYS OF THE ADJACENT STREETS. SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST FINISHED GRADE \ \ \ 0.1. No. 6 GRATE EL. = 49.54 INV. S. = 46.54 SAW-CUT & MATCH EXISTING WALK SAW-CUT & MATCH EXISTING CURB 0.1. No. 3 GRATE EL. = 49,54 INV. E. = 46.71 0 I N 4 SAW-CUT & REMOVE INV. S. = 46,71 . . o. EXISTING DRIVEWAY GRATE EL. = 49.54 INV. W. = 47.04 1 -- -- = -=- -..... '- \ () _ _ - = -=- - -52 - - - -~ q....i.-L- - " JJ B F P - - - - - , .. - F ...L_______~,,~-- -tt::. - ~..-:..----- --=--=--=--:::"'-l- / , -.....- =1--51- cr---- -= - --i--we--- --===-------___'-___ I ___ __ ---'L- - _ _ _ _ _-T-_ _ _-_ - -_________ ____ I -- ---- .~' CALUMSTREET PROPOSED 5' I (60-;- R1GHT...;OF....WAY) CONCRETE I \' SIDEWALK. ----- - - Ge =-==- -.:::..~ -=- =-' = / 0 SECTION A-A (LOOKING NORTH) NOT TO SCALE 60 I I I PROPOSED RETAINING WALL PROPOSED 611 VERTICAL CURB PROPOSED PAVEMENT THE EXACT LOCATION OF EXISTING GAS FACILITIES IN THIS AREA SHALL BE ASCERTAINED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION, N x "x ..... " _ /-:-EXISTING D.B.D.1. I ~~ {I GRATE EL. = 49.11 PROPOSED 4' CONCRETE \ (D I ~ / ~~O~;- iNv:4N~0 = 47.75 SIDEWALK ~I )1 I ------ III I I - - - - .. - -t ~tj:l /1 EXISTING J.B. I SAW-CUT-&:-REMOVE -./ - ~~y~ ~~. ~L.: 4s.r.~fl I , '30' ISTING DRIVEWAy~50 -_ ~~ INV, W. = 44.54 10 ~5 - EXISTING CB I ~ ~TOP EL. = 49.95 I SCALE IN FEET ~ - NOTE: -- :=- ! I PROVIDE A RAMP FOR THE ~ EXISTING, CB I PHYSICALLY HANDICAPPED TOP EL. = 49. 7 ACCORDING TO FDOT INV. N. = 44.9 I INDEX No. 304 I I I III (/) Co I I I : Ot I I I I I I I I EXISTING D.B.DJ. I I I I GRATE EL. = 49.91 I INV. S. = 47.45 ~ ITHROAT INV. N. = 48.15 I I : (D a I \ : !i IIII ~ I 8 1\ \ I ~!, I.! PROPOSED, '5' CONCRETE SIDEWALK WITHIN PROPOSED SIDEWALK EASEMENT ~ IiI! ~ I I\~ .1-. I 1\ flj ~ 1\ 0:: I ~ I 1\ 1\ I I It ., I I I "\ I I \ I I 'I I I I I I I I I~ I II DOUBLE-CHECK~ ~ VALVE _ + --+ _ _ -------- __..c:::.. --!),-- ........ EXISTING 4' WIDE CONC. WALK \-- S,89021'49"E. 208,00' I I , I STORM OVER SAN IT ARY I I STORM INV. = 46,30 SAN. INV. = 45.25 CL. = 0.2':t: NEW WALK FLUSH w /EP PROPOSED TRENCH DRAIN INV. = 46.33 ....'9 " x ~ ..... " I I L__ -- -- I I --~ ....'9 " " x 214 LF -18 R.C.P. @ 0.28% GR EXISTING D,I. GRATE EL= 50.87 INV; SE. =49.11 SCALE: 1" = 50' SUB DRAIN NOTE: SUB DRAINS ARE SHOWN OFFSET FROM CENTERLINE FOR CLARllY. ~ A " 0:, i x ~. "....'> ....~I f . ~~:':::~-:,:::2'.:::'"-_::::::_::_i::__><:::::"':- :, ", : . } E.P'-'7" CITRUS 122 LF-12"P.V.C. @ 0.30% GR SUBDRAIN LOCATION PLAN '0' SAW-CUT & REMOVE EXISTING DRIVEWAY NOTE: ALL WORK IN THE RIGHT-OF-WAY MUST MEET CITY OF CLEARWATER STANDARDS. CLEAR ZONE NOTES: 1, THERE SHALL BE A 6' MINIMUM DRIVEWAY SHOULDER/CLEAR ZONE FROM EDGE OF PAVEMENT WITH A MAXIMUM SLOPE OF 3/4" PER FOOT. NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA. 2. THERE SHALL BE A 2' MINIMUM SIDEWALK SHOULDER/CLEAR ZONE FROM THE EDGE OF SIDEWALK WITH A MAXIMUM SLOPE OF 3/411 PER FOOT. NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA. PROPOSED RETAINING WALL SEE DETAIL SHEET No.8 SAW-CUT & MATCH EXISTING PAVEMENT 0.1. No. 5 GRATE EL. = 49.54 INV. N. = 45.96 INV. E. = 45.96 INV, NE. = 45.96 (OUTFALL FOR TRENCH DRAIN) STORM OVER SAN IT ARY GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE-HALF FOOT. EXISTING ONE STORY MASONRY BUILDING 25 LF -14" x23" H.E.R.C.P. @ 0.28% GR CONNECT TO EXISTING DROP INLET @ INV. = 45.11. MODIFY INLET AS REQUIRED IN ACCORDANCE WITH STANDARD F.D.O.T. INDICES. GROUT AND SEAL TO PREVENT INFILTRATION 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTI LIlY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS liAS-BUlL"" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. STORM INV. = 45,16 SAN, INV. = 44.16 CL. = 0.1' :t: 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EXISTING D.1. GRATE EL. = 47.49 INV. N. = 44.99 INV. E. = 44.06 THROAT INV. S. = 46.41 PROP. INV. W. = 45.11 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTI LIlY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CllY OF CLEARWATER SANITARY SEWER SERVICE AREA. -$- TEMPORARY BENCH MARK # 1 EL. = 51.24 TOP OF CONCRETE MONUMENT #1762 LOCATED AT THE NORTHWEST PROPERlY CORNER -$- J~~P~~~RY BENCH MARK #2 NAIL IN POWER POLE LOCATED AT THE NORTHEAST PROPERTY CORNER ----~ PROPOSEDRETAININ CURB SEE DETAIL <SHE No.8 EXISTING MH RIM EL. = 49.19 INV. S. = 41,45 INV. N, = 41.53 INV. W. = 43.48 6' DRIVEWAY SHOULDER/ CLEAR ZONE SAW-CUT & REMOVE EXISTING DRIVEWAY 26LF.-.18"R.C.P. @O.28%GR ~ EXISTING 12" CllY OF CLEARWATER WATER MAIN TO BE LOWERED AS REQUIRED TO PROVIDE 1811 VERTICAL CLEARANCE 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. ~ o 1")0 ioq 00 0"- q 10' WIDE NON-EXCLUSIVE DRAINAGE EASEMENT O.R. BOOK 8188, PAGE 825 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. S.89'21'49"E. ~ --bf-----~-- ~ jL ...... -- N.89021'49I1W. --,)''-' X20000' /' . 10" o --..... 9. A PINELLAS COUNlY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNlY RIGHT-OF-WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT,II THE CllY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILllY CODE FOR BUILDING CONSTRUCTION. PROPOSED DUMPSTER ENCLOSURE -- N.89021' 49"W. / I ~ '-.... ,('----0.1. No. / I.so- GRATEE~.=49.05 - INY. N.-45.05 / / / 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. EP /' 1 I EXISTING ONE STORY MASONRY BUILDING I I ~ SIDEWALK SOUTH OF DRIVEWAY ALONG BELCHER ROAD IS INTENTIONALLY OMllTED IN ACCORDANCE WITH THE AGREEMENT OF PINELLAS COUNTY AS PART OF THE UTILITIES LICENSE PERMIT APPLICATION. / ,/ -- --'") ---- ~ B.F.P. CB CL or <t CO CONC. D.B.D.1. DIA. D.1. EL. EP F.H. GA GV INV. J.B. LTP O.F.S. MH MP PP PSB PSP TB UG WM - BACK FLOW PREVENTER = CATCH BASIN = CENTERLINE = CLEANOUT = CONCRETE = DITCH BOlTOM DROP INLET = DIAMETER = DROP INLET = ELEVATION = EDGE OF PAVEMENT = FIRE HYDRANT = GUY ANCHOR = GATE VALVE = INVERT = JUNCTION BOX = LIGHT POLE = OVERFLOW STRUCTURE = MANHOLE = METER POLE = POWER POLE = PHONE SERVICE BOX = PHONE SERVICE PEDESTAL = TOP OF BANK = UNDERGROUND = WATER METER MITERED END SECTION INV.= 46018 PROPOSED OVERFLOW STRUCTURE GRATIE . EL. ==48.12 INV, E.=45.18 7 6 5 4 3 2 1 No. PER CITY OF CLEARWATER REQUEST PER CllY OF CLEARWATER REQUEST PER OWNER'S REQUIREMENTS PER CllY OF CLEARWATER REQUEST PER CllY OF CLEARWATER REQUEST PER S.W.F.W.M.D. REQUEST PER S.W.F.W.M.D. AND PINELLAS COUNlY REQUEST REVISIONS RRD .. WTS .. RRD .. RRD .. WTS .. WTS .. RRD DRN. CKD,APP ABBREVIATION LEGEND Force Main f:J ~ x . '0' ~r THE LOCATION OF THE UTILllY LINES SHOWN HEREON IS APPROXIMATE. THIS DRAWING WAS PREPARED USING UTILllY ATLAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WAS DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES. DEMOLITION NOTE: ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN HEREON SHALL BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION PERMITS AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS. ~M PARTNERSHIP BELCHER ROAD AND CALUMEf:i~SI~EET PAVING AND DRAINAGE PlAN' .: ,~'~' ' GENERAL LEGEND EXISTING DENOTES PROPOSED 'So'f,.1 OR '?J8.1 'f,. Right-of-Way or Property Line Spot Elevation TREE LEGEND Cc LIGHT POLE CLEANOUT PHONE SERVICE PEDESTAL GUY ANCHOR POWER POLE WATER METER GATE VALVE METER POLE SIGN EXISTING OVERHEAD LINE INDEX OF DRAWINGS _~ ......._ 24 - -- -~~.25 .---- --'- ...<",,' /....- .- Contour SYMBOL DESCRIPTION o OAK l:J. PINE o PALM II) CITRUS . CHINESE TALLOW () CYPRESS ~ SWEET GUM ~ EUCALYPTUS i). CEDAR <C> BOlTLE-BRUSH o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. SYMBOL LEGEND Sub-Drain CURB J.a~ 4~ 4. LATERAL ..H.~ 't; 4 S ""J c.c.--'" ,H. W -La.v. . FM . - - .-S/D- - - '&" o o SHEET No DESCRIPTION CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 PINELLAS COUNlY DATE: OCT, 9, 2002 APP~O~~:pY: ~ DES.: T.G. Radcliffe .. DRN.: WTS, DNC CKD.: .. SCALE: 1" = 30' JOB No. 23362 FLORIDA ------ ASPHALT - - - - CURBj::D.I. J.B.p-<JDe~~::ty - J LATERAL - -<>- -<JSe- - -~.::;t'A M.H.-A' WYE C.O, ---~f1~-We-~-- ~.H. .~.v. - - - - --<lFMe - - - - - - - - --<IS/De - - - - Pavement Sanitary Gravity Main Water Main THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL WATER QUALllY STANDARDS AND AlTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF TIME. FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF TIME. MAINTENANCE IS THE CONTINUING FUNCTION OF THE PROPERlY OWNER 1. ----------- COVER SHEET . 2. ----------- LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. ----------- LANDSCAPE PRESERVATION PLAN v,." .~~ ,~~',1~, Storm Drainage Water Meter THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN), ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNllY-PANEL NUMBER 125096 0010 D, INDEX DATED AUGUST 18, 1992. LLOVERAS BAUR & STEVE'NS ~ S. Mf ,'," LLOVERAS FL ENGINtER'?, ,IJCE!~SE No, PE" 8508 FL SURVEYOR 'a:t W,FfI?ER LICENSE No. LS 1762 SHEET 3 ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 OF 1 1 CONSTRUCTION PLANS JOB No. 23362 \ \ \ , , I \ I \ ;;i EXISTING "!J8'/.1 OR "!J8.1 '/. _24- - - 25- - /' - ,..,.------- ------ ASPHALT P -<lDe- .:jJ-~~I. J.B. C.B. 0.1. J LATERAL -~)- -<lSe- -wYE~~ M.H.-A C.O, - - - ~ -We- -*- -- F.H, .~.v. - - - - --<lFMe - - - - - - - - ---<IS/De - - - - S.89-J21~49ftE. 10' WiDE NON..-EXCLUSIVE DR/I.!NA.GE EASEM[NT GENERAL LEGEND DENOTES Right-of-Way or Property Line Spot Elevation Contour Pavement Storm Drainage Sanitary Gravity Main Water Main Force Main Sub-Drain Water Meter SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST EXISTING , FIRF HYDHANh 1 ,j..,--...[XIST!NG D.8,D.I. - "", "\ \k, o/:i<-':;:: I f GRAfE EL = 49,11 EXISnNG CB \ I ~fj ~.-, I It-N. S. '''' 44.HO TOP EL. '"' ,L9.97 \\ ~ I \1'/ THROAT INV. N. = 47.75 DOUBLE'..CHECK'-'~ 'i' IN\!, ~t ,~ 44.96'-. \ III ED,-"I "'1/ I VALVE I i '-. ,l ""~-~----- --." ''i,"' "--""",---- --"- - -.. "'_-L..." 0 _ __ ____.___ !i"J _"_"__. ......_... ","",..,""." ..... '\. '} ~..J ID I ! 'I -p -". ~;--R:- p'" ,.---, -" - -.-- .... -". Y\,,- .--.r"...... -- '.","----"..,,,-,,- --". :::..,,".::::::::::-- -"-:':::." ::. ..::.....:::,,"...."-1.-'\\,- __',14<___...",.. _. I,PI9 /' ...__EXIS~'NG 0,8, I ..--- ..,- -- -,,, - --. - I -- "",,-" '''- -. I", --"- ..~, "-. - ,- "'. '- -\ --, -,- -"- -- -7 - ~ ':- -:.:~ . ..:. -- ! " l (j ..'" - ., _.,.~.....--.__,-....._-~~, -..~~-.-'~: -{T...... "" -.... "-".., ..".- -", ~jl'(-- -".., '-- ""..""- .-- ........ -- -- -- .-. --. ..- -- '''\'' --- ~.. -- Ci~-l ~{~;_/ ;~t1, ~~. :: t~25011 =:=:"-'=-='-=::"::=--'-::::'==:""-::~:=J:"-:::':::'::::"":"::::~~~"'::':='::--=:.=---=--::::::--.::.=,_..-==~_\..-=-. =~--=:=....:::::=::" ,,""- - -.. .", "......, .__""_L.u., -- \ r""'j:,\..~e.:'::ti,,J..."/ INV. w, "" 44.54 I ~' --..".-,....... .....,.".. '""T" ..-"..... --.- --, -'--......- -"_'::=:::-:::=::"--:::==.'~,,==--=-- --""':''''':::::::''::--''=''~:':::::'S:'<::C[XISTING CB I J' .~ CALuuET STREET '" \ ' '''1''')1:> "'I =" 4Q QJ; I .--....-....""-...... .",- --,....--, "-"..-..-----.-- -.. _"__""'__"_' ..- m r \ ! I,. c... .,.~"~ I I -- ----; p~('! - T6O'RIGtif-oF--YiAY) - -~i,:i~N~:-s-- ~-- ----- -- ---- --- -\~--- J;--- - ---I ~~~iN~Ai'K WIDE =~==~== -=--~ ~ ,~~~ -_~' _~--;;;-,:::-==~.ii_~~~-=:'G;0::==~~:~==-'::-=:>Cf==-=~c~~=~~,~-=:C~~C~;;;~=----,===-:::==- =.-- ~-3;='=-=-~::'\::::-=- ~~ _ __ I ".",- ----..-" ----- " +.S.. .a. .1'll1l9".02.'Z1:j4:-:9~E.-.--~---~--"j--+}"1-'''.''+-'''------1f''//-'---"?f.......\'_..--4..._-.._-.."..._q._""'-....~:fI><-.'"'--","+..4""-""..,..-.-..4..",--..-~jl..,.......---o,..........,_4w...--" . ~...,~, ..--~. -" 4.._.,,,....-~._..- ~ r LJf/?.......\ ....,"",,, " ""..,,","._,, ""..".." ",-"" "'.."_" -:'::""="...-""':-:::-.=:,__ ---.-..- " .". '. ,. . ,', '~".,:", ,"""'II"'""""" OJ.' '"..'" '"', """,.."" 'UVE:K11:tj-\l1 ,1;11'ft;.;:> ")."""" ""." "\"" " "" '"" '" '''777..16.' --, --r'~'{-f!.5 ..,.-....;$1 "'-......"-4u-..........--4<---"'-... I t:,0E3.00' \ L_ L::~l!:\f ~, 01 ,<,~. ~ - .. ",' . PROPOSED" '\ .!~ - ' .. - - .. ..~~~'" '" 'i"'.;~~l' \ ,- Q' I 8, ",,:,} M 1 R. LE. v~U,:;l1 EH \ .FI. R....E... ..H. YD... R. ANT. > , ~ ~) ) , \j '{ ~ r-\-~' 7.1 ~ I , <~ j \.. '"0, AS~MBI.Y,-- \ ; / - ) r[J : [~~\I I II I " ....:.:1.-. ~I . .,. . .' , / i'o..i I !~ I ' f-= I EXISTING MH '. ' ~ PROPOSED 6" I ,~,~ 7x>!0:: ) j I 1 ~ - - - - - r \: I /'RfM EL ...., 51.41r4 / D.hf'. WAT~~ MAIN .1 r ~H.~.ll rill ?~ en _ ~Q If 'r} . \ I b @ @ '\. /'~ :' ~ I~~ I II : I .,1,.......,--.., ,/"" "1\-- "~"-L-- "" -'(;".. "'.CA<~-MfT~ -"'- -JI- .''- '-'1" . '''"-.. ! .. '-\--.. .",".'....... .' I -.'......, L I -I..,~. 1 II' 1,:11 I!" . ~", I I I ''':1 roo....... ~:. ~: ~ -.;-;; --.. - - -. - JL__" "- --j 1" \".. . ---i 0",' I, t 11 : t2. i ~ ' I ~ "-' 1- "- -- -- I - "::::.-':' ':.:.-). I I -.!.." -.1( '" -:J( 'I 6 D.I.P.~ '"~.., .i Ii I \ \ II Ij' r, ---I - -1-.....--...." --,,~x~~~':;'::":='~"'-~':;..'~ ";;;;;;; f I ~ ~ ~ _ _ _ _ _ I I 0 1" I I ::\" J"'''-~'',<lf{, 1\ I, 'l_...1-LEXISflNG D.8.0,1. -+-1., ;>5 , '/"1 II i GRAfE EL, = 49.91 I! I I STORlj OVER II ' . . . .,..), :,],... I~r rp: ) 1 ./~/ Ii III iNV. s" =', 47A5 --XICTiW' ~ ,I ( . . , IYI. I 8"x6" PVC WYEt I TL'rl ~J " ...--- T=c~'~rr'''-''-x~,-,-x--:'\: I}"r/' :r ill THROAT iNV. ~~.'= 48.15 ~V'E'f~;"iE;~D UNES.--.,~ I l I ,S,A, N.II, A,',R, ",Y. ." " ,~, 6,"F'VC,', B, EN....D.t .,",1",. .' ...,'.,., ",I::'" P.RO, p.. OS.. E.. ..D l_ --II I' I I ~I: II II! # L ,- """"L ......i" "'-STORMINV. =46.30 15 Lt. - 6" pvq SERVICE_: - 1StORY'" . I I .:. ! _,~..... i I' I I II - .,-- SAN.INV. =45.25 LATERAL@1.04%GRtl',,'!/.....,.........II.',..1 II &!;,',~ I,ll 1111 :1" x I CL=0.2'::l:6" PLUG ,-. Z..:.. '~'- .3 .,528 SF. " r 1.-:- '15' I i: I .~ .~, ' . - -r---.- iiI:>..~ "--, . '.., '.', .. 11 .' . "I l;~ . II I C1 Ii III ill J.I- -, I IT:;/.::,,CREPII UNION I _ ~H.. N~.2 II il I i5 ,Lj 1 II ,~~r.:.:..'t:::.,:::' PROPOSED I - _J"-Ir' ,"".. BLDG. ! /R...IM.E~..:, -".90, .3. 8l':! ' "\.11 \1; ~ . . ,. (1 4 346 SF) .' ".1. " ' f1."" ! ,......, !~. WE:44~2771!' fk::-". I: I Ii \ ' II:~P',', DIS;-RIBUTlON~~~,N~A~W~~~ 1'"",6""". I" I . I ~ I ,. ;;;~ JT~' !:~ I I ~ '; .,~, '. I l:J" ~. II~ 1 ,I! I r""t ..", ~".o"~: A~'q: /i \1\ EXISTING D.1. 11-- I FACILITY V////l I I r '/" II ! If 711 t) ~ II" los;' 'I ~ Gf~ATE . EL,='50:8]~, - '\, f- I \. r\ ~---"-"l .. 0; L.USTER 9'0 "', ~ 'I'~ "I"" b' j"" .1/ ;~'" ~ ~ II ~\ \ !NV, SE. ",,49, 11-'-71~rlr -~,," "\J~\ .,- c.~ ~:.."-- :" -- -"T ~~;-~;C. "'K:":...r;: L~] ~ 1=_. ~-, _=_J". """_._"J . n,.1';-,,1:"-CO<' :O~;~ r I JI J'~! UL"1 ~~ 1:1' "'IIT,'- r.~.: II ~ ~, ,I 1\ \ " , ,-i-, ':..........:..... -- 1.....,....... _,.._._1 i--~ l' I [=:\.=:.:::::- .-=-t-=:'---, -. Ie'';, I " .\ .., III \ \ ~I , ,""-. ","" '" CONe."'" ,.JL"j I . \. 0 f-.;<,_ 1~Y', 2"( ~ I!f' "'-l!Jn' ..-.--- --""-"', ,"-...'."....-. --. 1.:~. 11;:1 a::: t- \ I ", II I 1"- '-"l\.l r~ ,", ,-,",-- "-_.- --"- --......".....................~..) I I I I I J ' '"I ,~) I.&J J: I I I' \ -"" " ,,,,,,:';'" --'j'- .-,-"~,- -, T'I'> - "' --' -...:.." I "--:;:>'~f LF......6" PVC SERVICE LATERAL I \.1 I" s:l" -.-.- ..~ __ I 1uW~ l<, '",~...j ,:r: C) I i \ \ Ep......EX1STING ~~1.-711 C11:>US, ",:,>,C.'..:'.1.04%GR. 6"PLUG@lf-J'\x I ~ inl --..........inl ~ 1,,,-..1... I ",,' I _= I., _ II IO.:JD:: II,' I' <;, ",'" ,"'. " 1- 1'1\ "a"s". JOro.""/o 'I 'J I 10' " 'S... I \L OVERHEAD LlNES---' , ~": '<IN" .=45.55 . _ /1 . ~.' ";,, , ....".., "". "', i:J" - I,' \ I. I I.&J ~ II I \ \"" EXISTING GATE--.4I' ...,'::" ,,' It ~i I I 1/.9" ')' ,02~' I I I .....~ -",\II~""""" I ~~ ~ II, fT al.:;, II I \\.1'\ f:J "1 ." ..'"" ." ' ."""--. -E":;:':-I"S:::f"IN--C-" J---''''. "....J/.I 16 R o~' 0 4" ,... ,; : I" ~ 1 {i ! I I I . EX'SflNG METAL 'HED ~_ I..," 128 LF-8"PVC WOOD' RA' ~ vL ~7",':' ~:~.r~...1' ,~::; ~ I Ii I i I CONNECT TO EXISTING 12" CITY OF -- --- --rr~'} - - - ~ _ ~OAO"~~. -,--, 'u.----:"-"--__'~ec:;;. C Nc~~(11 M, r I "!~I 11 i ii: Ii ;~f::;lR2.~~;,E~~A~PS AND \1\ \ L -1 I ,"' I I I... PROPOSED, Y'. I' '\. I 2,1 x':f II I II BOXES & COVERS - -1' \ \ I : ~ i I - I Ii 2 STORY~;ll / (1).. \ 'I I ~3"o'J i: / Ii; i I : ~~~' L -1- i - I I MH No.3 /1 12~~g~.F. ~,:: > =-; - :~I I __l ;/ Ii I Ii STORM OVER I '-" ,,', .";'" @ 0.40" GR ---. L....l---:'"r '1 ," :,T I '~.,." '! I: CL = 0.1 ::l: 8I1x,6,".. P, .,V,..C..'.. WYE".',.., .". t, - \ .' I lL ._1 I \ Lk..~ _~,_".."___-\~,----4<- .. r hi -..-. 6" RVe BEND, '-- ((-... 'tJ,- _.of--- ....J --.- ':1.~ <I I I I 5 LF_7-6"f'YC$EfRVIC,E \ ,,' " -,' ~~:--:~ --- ; 1l~ ~ ~ _ ~~~nD~ 47,49 ~,,~~ 0 1.04% G~. \ _ __ _ ~I'I--"'---- ~ ____; i Ii /,//./ II I:: :~:~::: :1,,~~ I _ _ ~ I ~.....,,--1. -=::...~ 'I I '--'11'.. / Jil"" ~ j _____. __ _. _____ .-:- j ~~~' Ij II ~ II /~~~oT~~G,~1919 "O@ PROPOSED ~ I ~:()T .t8 ~" it-r l+l - - - - - - - ~ DETENTION AREA /.' t~ \ ~l.~,. / I! ~~ J,).I' '-~..~-. ~ UTb,/ jz. ':'1 \, i ~ v..iJq,/ I' ,=-,l I~? II ...... .... ..{"''' I-~IZ ,Ir:..~,vll l______________ :L__.___~_ · _~ · ~- · Ii'NJN~T~~;HIGH '<SIII ~.. . ./'.... ----- .-..-,.. ..Q6f1 ,..,:--j 'T"~ -7JeCbNTRACTOR, SHALL EXCAVATtANDF"IEL.D ..., .....-...ax 376 66""-"- -- - ... I 1-1.1- VERIFY LOCATION> AND INVERT OF EXlSTIING . i 1,~)ll~ SANITARY SEWER PIPE PRIOR TO .,' r --- -- --, - _0'- -- "... --- "----- .-" -''''-'' ....' "":R:'-'-'-'- '''-- -.... - -_..."- -M'~e--No~"f. - --- .----- --- -- ,.-. ~".- - (~ .-" ..- -"~~~(l~~A~- ---..- ~1'17 If CONSTRUCTION., ' ".. "---- "---.. ."-'-- ".."---- -",""-.." "'..,-"- -,".... ---,..-" -....- "'" -". "..,-"- ,--,""-,, _m__ "___ \:1 LiNK FENCE.....-"...----...,.,,;(! EXISTINGT2"CITYOFCLEARWATERWAT'ER // RIM EL. - 48.7 ___. ;y' ~ MAIN TO at LOWERED AS REQUIRED TO APPROX EXJSTlNG E;;Sl'!~~G //1 L IT PROVIDE 18" VERTICAL CLEARANCE .,' INV ,= 44.08 FIRE: . HYDRANT ,_....--,,- )( ~ II "1 I ! ! I PRop-.._,..I~....,_N:~:... =_...~.08 .._.__, __"__ ____. \ j ~r l, i 1/ I 11 \ I ; ( I \ I Ii I II ~~ I I I CONNECT TO EXISTING 12" CllY OF CLEARWATER WATER MAIN w/12"x12"x6" WET TAP AND VALVE wi ADJ. BOX & COVER - (3)-1" WATER METERS wi BACKFLOW PREVENTER DEVICES '0~ I z I" (~:J Z '::2: I f..l) <i , x :r: Ld 0 I I ~ I I I I I I I I I I \ \ .:;\ I I 1--- ..- ""- .._,"~ 1--'1' -"-j ~ C'" -. 101 N ~ \ I;: I~~ ~J 10 1,_,..9 I 0 1,r1!2 I 0 Ix (Y \ . ILiJ ill.. Z EXiSTiNG 6' HIGH i ~ \ CHAIN LINK FE~~~ ~'\_.._ ~-.-iJ 20q,9~ _ __ ~___~ , X=o~-l_~_~..:-=-X....--'Z"'.",,-,___ " EXISTING ONE STORY MASONf.;Y BUILDING ~ L_ ~ -----....--- ...........- I , ) 10" o -" " N.a9021'49"W. - ___ 'tIIIIw" .. .. 2DO,OO' ., ---,...... - .. - " "--'''' - PROPOSED / DUMPSTER ENCLOSURE I l \ )( \ 1 / / / ""...,,,- .... -""-"~~ _.__."~~ /~ rp .- r.."y / ..... .........", I I EXISTI~~G ONE STOF<Y i"lI\SONRY BUIL.D!~,jG '\... ABBREVIATION LEGEND PROPOSED B.F.P. CB CL or <t CO CONC. D.B.D.1. DIA. D.1. EL. EP F.H. GA GV I NY. J.B. LTP O.F.S. MH MP PP PSB PSP TB UG WM THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN), ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNllY-PANEL NUMBER 125096 0010 D, INDEX DATED AUGUST 18, 1992. = BACK FLOW PREVENTER = CATCH BASIN ,.--., = CENTERLINE = CLEANOUT = CONCRETE = DITCH BOTTOM DROP IINLET = DIAMETER = DROP INLET = ELEVATION = EDGE OF PAVEMENT = FIRE HYDRANT = GUY ANCHOR = GATE VALVE = INVERT = JUNCTION BOX = LIGHT POLE = OVERFLOW STRUCTURE = MANHOLE = METER POLE = POWER POLE = PHONE SERVICE BOX = PHONE SERVICE PEDESTAL = TOP OF BANK = UNDERGROUND = WATER METER TREE LEGEND SYMBOL LEGEND INDEX OF DRAWINGS DESCRIPTION -- .-P- ...----- 24::'---""-25- SYMBOL DESCRIPTION o OAK t:. PINE o PALM (I CITRUS . CHINESE TALLOW () CYPRESS ~ SWEET GUM ~ EUCALYPTUS ~ CEDAR <C> BOTTLE-BRUSH o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR lARGER HAVE BEEN LOCATED AND SHOWN. ELEVATIONS SHOWN ARE BASED ON PINELlAS COUNTY BENCH MARK No, 1268, EL. = 62.044, NATIONAL GEODETIC VERTICAL DATUM - 1929, ADJUSTED. SHEET No '&" o o LIGHT POLE CLEANOUT PHONE SERVICE PEDESTAL GUY ANCHOR POWER POLE WATER METER GATE VALVE METER POLE SIGN ASPHALT 1. ----------- COVER SHEET 2. ----------- LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. ----------- LANDSCAPE PRESERVATION PLAN CURB ~ 1lI~ J.B. c~.B. 0.1, LATERAL M,H,J t" S WIT 0,0, F.H, W ~Lo.v. << FM . - ...-S/D- - - -$- TE~PORARY BENCH MARK # 1 EL. - 51.24 TOP OF CONCRETE MONUMENT 11762 LOCATED AT THE NORTHWEST PROPERTY CORNER -$- JC~P~~~RY BENCH MARK #2 NAIL IN POWER POLE LOCATED AT THE NORTHEAST PROPERTY CORNER r:1 GD x .. 'tT THE LOCATION OF THE UTILITY LINES SHOWN HEREON IS APPROXIMATE. THIS DRAWING WAS PREPARED USING UTILITY ATLAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WAS DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES. c(' N 0' 15' 30' 60' ~ I SCALE IN FEET WATER AND SEWER IMPACT FEE CREDITS ARE AVAILABLE BASED ON THE METERS THAT CURRENTLY EXIST ON SITE. THE CONTRACTOR SHALL COORDINATE THESE CREDITS WITH THE CITY AND THE OWNER, 7 6 5 4 3 2 1 No. WATER METER NOTE: THE WATER METERS, TAP B.F.P. DEVICE SHOWN HEREON WILL BE SET BY THE CITY OF CLEARWATER AT THE OWNER'S EXPENSE. ALL ASSOCIATED FEES WILL BE PAID BY THE OWNER. ~ ALL FIRE HYDRANT, WATER MAIN AND SANITARY SEWER LINE EXTENSIONS SHALL CONFORM TO CITY OF CLEARWATER STANDARDS. ~ THE CITY OF CLEARWATER WILL REMOVE/RELOCATE ANY AND ALL WATER METERS THAT HAVE BEEN RELOCATED AS PART OF THIS DEVELOPMENT AT THE APPLICANT'S EXPENSE. ~ 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE-HALF FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATlAS SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6, THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND F.A.C. 14-110. 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. PER CITY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER OWNER'S REQUIREMENTS PER CITY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER S.W.F.W.M.D. REQUEST PER PINELlAS COUNTY RE UIREMENTS REVISIONS .D.EM PARTNERSHIP BELCHER ROAD AND CALUMET ,S1REET '" "~J 3~ ,. "1"" ," ~ '- -,., ., WATER AND SANITARY S~~~~~~;~~~,_~:,~~~ PINELlAS COUNTY . ...... '"'>',.' ll:h...,. ~'." DATE: OCT. 9, 2002 APPROVEb.::;13Y:" , :' . l- DES.: T.G. Radcliffe DRN.: DNC, RLG CKD,: << SCALE: 1" = 30' CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 FLORIDA b nb lOO od I ~.- 0 R. BOOK 8188. PAGE 825 1 -" ~;.._._.. "-"'''-1'''''' "-_..- ._~_, _ S,~~~1~49"It;;___ ___ t -"-, --..-.. ,~L.. ----".".......----- __..... ~__ _____.__ -.. N.89"21' 49"W, JOB No. 23362 S. AN ''': lLO~~~A"S" FL ENGINEER'S LICENSE'- ~Q: 'PE 8508 FL SURVEYOR' c!a ,MAPpeR UCENSE No. LS 1762 SHEET 4 LLOVERAS BAUR & STEVE~S ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. PLANNERS OF Fax: (727) 784-8153 1 1 CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 23362 NOTES: NO LANE CLOSURE SHALL BE ALLOWED BErWEEN THE HOURS OF 7:00 AM - 9:00 AM AND 4:00 - 6:00 PM IN CONJUCTION WITH THIS WORK. THIS DRAWING HAS BEEN ADAPTED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX No. 623. REFER TO THE F.D.O.T. INDEX Nos. 600 THRU 660 FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL ALSO COMPLY WITH THE UTILITIES LICENSE CONDITIONS AS ISSUED BY PINELLAS COUNTY AND WITH ALL APPLICABLE TRAFFIC CONTROL AND SAFETY REGULATIONS AND PRACTICES. LEGEND SYMBOL <) G DENOTES Sign With 1811 x 1811 ( Min. ) Orange Flag And Type Blight Type I Or Type II Barricade Or Vertical Panel Or Drum ( With Steady Burning Light At Night Only). Tubular Markers May Be Used During Daylight Only. Cones May Be Used During Daylight And As Permitted At Night. Type I Or Type II Barricade Or Vertical Panel Or Drum ( With Flashing Light At Night Only ) Work Zone Sign ~ . p A,.A) .A. A) .A.A) SECTION EAST 1 , TOWNSHIP 29 SOUTH, RANGE 15 W4 24" X 30" X 36" X 48" X 2 24" 30" 36" 48" ROAD CONSTRUCTIO AHEAD W20 1F W20 5L 24" X 24" 30" X 30" 36" X 36" 48" X 48" 80' I G20 2 60" X 24" N I):;~ Il::~ END CONSTRUCTION IGHT LAN CLOSED AHEAD 24" 30" 36" 48" X 24" X 30" X 36" X 48" / 0' 20' 40' ~ SCALE IN FEET 200' 200' 200' 200' c:!- - -=- --=-=--==--=--==--==---==--==--=--==--==---==--==--=- __ _ _ -==- --=-::::- _ _ _ _ BELCHER ROAD _ ---,c---- (110' RIGHT-Or-WAY) 1 ..-.-~-=::.=-'-------------------------- ------ -- -- ,="CONUURB - - WORK AREA - ~ 8 .~~~~'\~~~~: 1 L "',', 18 ',~ ~:: ~i;!' I ~ ~ r-'~ '\ (Ar--':"'--= - -- -- -- "'""I \) {1M -- -- -- I -:- ~ ~l, --'tl----.." ::~~~~t1R~~e:O"(Y BELCHER ROAD MAINTENANCE OF~~~~ ~N; ~~ULAR SIGHT DlsrANCE PLAN \ ~CL. h ~ I --~ If- f- - ~- -~~- ! !t - ~ ,. Flagger NOTE: DRIVEWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 515. - -- 575' VISIBILITY TRIANGLE FOR ROADWAY TRAFFIC ~ I EXISTING 0,40% GR .. PAVEMENT~ .~ . .. ., '.' 33' PROPOSED 3611 PROPOSED ASPHALT VALLEY GU1TER~ EXISTING AVEMENT AND BASE~ S'.OQ So \ PAVEMENT"" <f.9.69!.p _~.97% GR \ 'tip 1.81% G!l .?,~p -l.- _ --L " ...,'.. " "" . :. . " . . . . .... . .' . '" .' .",. . . . . . . . . '" . . .., '. . '. . . .' . o . Advance Warning Arrow Panel 60' 0.40% GR .:&. 9.60Hp ." .', .' 37' PROPOSED ASPHALT PAVEMENT AND BASE \ -', . ...... ..... ":." ..". ", ~ . . .', .',. '.' ...... , " ',' . ',.. ..~., ':',', .... .. .' ~ PAVEMENT W11HIN PINEllAS COUNlY RIGHT-OF-WAY ~~ MUST MEET THE FOLLOWING CRITERIA: ~ ASHPALnC CONCRETE: 3" (PC-1) BOSE: 'Oll" FOOT CERI1F1ED COMPACTED TO .8~ MAXIMUM ~~~ DENSIlY AS DETERMINED BY MSHTO T -180 ~ SUBBASE: 1']!1 STABIUZED TO 40 LBR AND COMPACTED TO '/ / 98" MAXIMUM DENSIlY AS DETERMINED BY MSHTO T-180. . '. ..... ., .... ~.' SECTION THROUGH DRIVEWAY ON BELCHER ROAD NOT TO SCALE 49' s ~ . . . .... . , " , . . .... ~~""'" PAVEMENT WITHIN CITY OF CLEARWATER RIGHT-OF-WAY ~~ MUST t.iEET THE FOLLOWING CRITERIA: 'l/ ASHPALnC CONCRETE: 311 (PC-1) Y / BASE: 10~H FOOT CERTlFlED COMPACTED TO 98" MAXIMUM DENSIlY AS DETERMINED BY MSHTO T-180 SUBBASE: 12" STABIUZED TO 40 LBR AND COMPACTED TO 98" MAXIMUM DENSIlY AS DETERMINED BY MSHTO T-180. -- -- SCALE: 1" ... 40' N <>",~f) v ......{) A..AJ W20 1F ~,.() ~ ROAD CONSTRUCTIO AHEAD 24" X 30" X 36" X 48" X W20 7A 24" X 24" 30" X 30" 36" X 36" 48" X 48" I 80' 1 80' iil } I ~ J WO R K AREA CALUMET STREET jXjij....'...... . l.~ 24" 30" 36" 48" KEEP .. LEFT ROAD CONSTRUCTIO~ AHEAD ~ . I'i~ 1l::Y .. 0' I --, -~- -- ) _L.. -- -- -t -L_ -, -~/-- -- 20' 40' ~O,~ I SCALE IN FEET_ _ -- . \ ~ -- I - -- -- -- -- / --T-- VEHICULAR SIGHT DISTANCE AREA (NO OBSTRUCTIONS GREATER THAN 30" HIGH ~ ALLOWED IN THIS AREA,) -- 475' VISIBILITY TRJANGLE FOR ROADWAY TRAFFlC . 9 rIJ~ ElIEI l3 EI ~~ ~:~~.~ 377.1;t. \ --I 'Cl } r I / ~7 r S.89-21'49" E. =- ~ ~1 , K ~\ ! JI I lj r ~\ ~ \ 1 { ; Pi I I , -- - , -- ~ ~'..J EXISTING 4' WIDE CONC. WALK 4/ ., ~. // 475'VISIBILlTY TRIANGLE FOR ROADWAY TRAFFIC .. \ \ \, I ....., - - - ~"~ ~ - - - ?\- .--- "'-::1 \ '- - It -=~------ ;;141 ~~~ ;-~ CALUMET ROAD MAINTENANCE OF TRAFFIC AND SIGHT DISTANCE PLAN A , 400' 200' ~ .. " , SCALE: 1" = 40' N " NOTE: DRIVEWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 515. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS II AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. SECTION THROUGH DRIVEWAY ON CALUMET STREET NOT TO SCALE GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. --- _L. / / '\ _ -==.-.=...-==-===--==--=-_==-==_--.L.. __-=-_==-==._-=-_==-==_.=..._ ~_-=.._==-==--== =.-:::::::::-=.::-:=...-==-:.::::...-::::::::-=.:: --=--==-:.::::...-==--==~--==-.::.=..-==--==- -=.- ==-::::::.:..-==--==--=.-==-::::::.:..-==--==--=--==-::::::.:..-.= \ \ . .,.". ... .. ,... . DRIVEWAY PERMIT NOTE: . A PINELLASCOUNTYQRIVEWAY PERMIT AND/OR I UTI LITES l..JCENSe:IS REQUIRED FOR ALLWORK . WITHIN PINELLAS. COUNTY RIGHT-OF....WAY. -- -- -- -- .. ------------------- -- ---- -----1 ---- I --- --------------------------------------------- BELCHER ROAD _ (110' RIGHT-OF-WAy) -~ ~lil Lt:~ . " 0' 10' 20' K...J--lI . SCALE IN FEET CALUMET S I MEEI (60' RIGHT-Or-WAY) ~ EXISTING DRIVEWAY / TO BE REMOVED ~~------ /, / -vr- -vr- - -vr- - - { f \ I ~-_~ 1 ___ -'-- --^- - -"'- 40' I EXISTING DRIVEWAY _ -=- _ TO BE REMOVED \ " ... --50'.... /'" " '-.. '-.. h'" ^ '\7 1\ - - .~ - /\ // ~ \ / SAWCUT AND MATCH / EXIST~PAVEMENT 1- 50' 50' .. - -,- / / ,-- - - -I- - - - ----- 1-----""'\--- , "- - -..r- - ~ _ "" " ~"'~ \ \ , _\- ". ~ Iv i ~ - - .- -:-~'l I &NOTE: I I 20')(20' CITY.oF CLEARWATER SIGHT I ~,' ',:,'~. L..~. N.. ....~.fs. ,1.~ NI~ ',EG, .f~, I.A,.'~~' L,.~, B, ~E,A,;" TS, .,',,' EX,I~,.,E, .,.~",~E I A HEIGHT OF 3011 MEASURED FROM THE ADJACENT EDGE OF PAVEMENT. I I I ~ I .......- ,/' .- X-'-- / ~ '- .Ao ~J~~W --- \ (~ ~ 'L' -j ~ \ ~4' 40' I U' STOP ~---.... -- r TI , 1'-- 24' - ~~ -"'5'" \r ;.., I") -- --- NOTE: ____ 20'x20' CITY OF CLEARWATER SIGHT / DISTANCE TRIANGLE NO OBJECTS IN THE ~ ./ SIGHT DISTANCE TRIANGLE MAY EXCEED ~ /'" I A HEIGHT OF 3011 MEASURED FROM THE l..--- ~ ADJACENT EDGE OF PAVEMENT. __ ~ 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE II AMERICANS WITH DISABILITIES ACT,II THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. PINELLAS COUNTY CONSTRUCTION NOTES: (THIS APPLIES TO ALL WORK WITHIN PINELLAS COUNTY MAINTAINED RIGHTS-OF-WAY) 1. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. PLANS PREPARATION MANUAL. 2. ALL RIGHT-OF-WAY INSTALlATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. 3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S IIROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THROUGH 665 (LATEST EDITION). 5. ANY DISTURBED SIDEWALK SHALL BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT. 6. DISTURBED AREA WITHIN PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 7. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER, ETC.) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN AN EMBANKMENT OF A ROADWAY SHALL BE COMPACTED PER THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 125.8.3, 1991 EDITION (OR LATEST EDITION). THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T-99. 8, ALL WORK SHALL COMPLY WITH THE STATE OF FLORIDA TRENCH SAFETY MEASURES. N 1"i=ii=i1 ~:y VI.M 1/ ~ , PED~STRI~N..SIGkrOlkANC~- I -r AREA(NOOBSTRUCnONS / ~~~~~.'.1~1;0~::~/ I---lIl' I" V I \ I l DRIVEWAY CONNECTION eLAtf PEDESTRIAN SIGHT DISTANCE AREA (NO OBSTRUCTIONS GREATER THAN 30" HIGH _ ALLOWED IN THIS AREAl _ _ 0' 10' 20' I'-i............ SCALE IN FEET , F DRIVEWAY CONNECTION AND PEDESTRIAN SIGHT DISTANCE PLAN - SCALE: 1" = 20' SCALE: 1" = 20' 9. THE REQUIRED ROADWAY SHOULDER IS 8' FROM THE FACE OF CURB OR EDGE OF PAVEMENT FOR RURAL ROAD SECTIONS WITH A MAXIMUM SLOPE OF *" PER LINEAR FOOT. 1 O. THE DRIVEWAY SHOULDER IS 6' FROM ANY EDGE WITH A MAXIMUM SLOPE OF *11 PER LINEAR FOOT. EDGE OF ADJOINING ROAD RRD" .... RLG" .... RRD" .... RLG" .... WTS I "/W .... DRN. CKD.APP 5 11/17/03 4 9/23/03 3 4/7/03 2 1/9/03 1 12/3/02 No. DATE PER CITY OF CLEARWATER REQUEST PER OWNER'S REQUIREMENTS PER CITY OF CLEARWATER REQUEST PER S.W.F.W.M.D. REQUEST PER PINELlAS COUNTY REQUIREMENTS REVISIONS ~ 11. A CONSTRUCTION COST ESTlMATE FOR ALL WORK WITHIN PUBLIC RIGHT-OF-WAY IS REQUIRED. THIS COST ESTIMATE MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. I~ z ~ 10 .- OEM PARTN~RSHIP BELCHER ROAD AND CALUMET, ,STREET MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION PLAN 12. A COMPLETION BOND OR IRREVOCABLE LETTER OF CREDIT WILL BE REQUIRED FOR ALL WORK TO BE PERFORMED WITHIN THE RIGHT -OF -WAY. A 1 ~ YEAR MAINTENANCE BOND WILL BE REQUIRED. ...-, z ~ 10 .- 13. ALL MANHOLE AND INLET ACCESS COVERS MUST BE CONSTRUCTED PER IISUPPLEMENTARY DETAILS FOR MANHOLES AND INLETSII, FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDARDS INDEX 201, JANUARY, 1992 EDITION AND THE PINELLAS COUNTY SEWER SYSTEM STANDARD TECHNICAL SPECIFICATIONS. 14. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATION'S IIMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THROUGH 665 (LATEST EDTION). THE CONTRACTOR SHALL SUBMIT A IIMAINTENACE OF TRAFFIC PLANII TO PINELLAS COUNTY ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: I 24" WHITE ) STOP BAR: / --I Do -- '-STOP SIGN R 1-1 INDEX OF DRAWINGS PINELLAS COUNTY \ . \,';,0', ,I, r I DATE: OCT. 9, 2002 APPROVED BY:. ' ' . . . . ";- '....: " '. '''(\1\ ......J~>}...,~... DES.: T.G. Radcliffe ( ~:J'"' '. ''/. J-' DRN.: RLG .. \. ' ~ _ - ~ - L' ~ --. ,"""" CKD.: ~ SCALE: AS SHOWN JOB No. 23362 SHEET No DESCRIPTION CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 S. .~I'~AI"f' '~: LIl.E)'{ERA~' FL ENGINE~~S UCE1NS~NSt' PE 8508 FL SURVEYOR'c!c MAPPER'<UCENSE No. LS 1762 SHEET FLORIDA 2' TO EDGE OF SIGN 1. ----------- COVER SHEET 2. ----------- LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTlON AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. ----------- LANDSCAPE PRESERVATION PLAN 1 1 EDGE OF PAVEMENT - A) STREET IS CLOSED TO lWO WAY TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES. B) ONE PHYSiCAl TRAFFIC LANE SUPPORTS lWO WAY TRAFFIC. C) TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN ONE DIRECTION ARE RECHANNELED TO ACCOMMODATE AN OPPOSING MOVEMENT. LLOVERAS. BAUR & 'sTEv,ENS\~. a. J ~~ 5 OF STOP BAR &: STOP SIGN PLACEMENT ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. - PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 NOT TO SCALE CONSTRUCTION PLANS JOB No. 23362 - "'=" PROPOSED 6" VERTICAL CURB --=- 10 LF- SPECIAL FILTRAllON SUBDRAIN INV. -45.40 '. v v ___.... v v I ___HANDRAIL r (lYPI CAL) .:~' ~,..;.....::\.. ~ \~.~,... R)'~""\<~ !~:~~~I~":: ///////////. ~ ~." 1~ 4 A EL.=48.62 V (MIN.) 1211 CLAY LINE ABBREVIATION LEGEND B.F.P. CB CL or <t co CONC. D.B.D.1. DfA D.l. EL. EP F.H. GA GV INV. J.B. LTP O.F.S. MH MP PP PSB PSP TB UG WM = BACK FLOW PREVENTER = CATCH BASIN ... CENTERLINE = CLEANOUT = CONCRETE = DITCH BOTTOM DROP INLET = DIAMETER = DROP INLET = ELEVATION = EDGE OF PAVEMENT = FIRE HYDRANT = GUY ANCHOR = GATE VALVE = INVERT = JUNCTION BOX = LIGHT POLE = OVERFLOW STRUCTURE = MANHOLE = METER POLE = POWER POLE = PHONE SERVICE BOX = PHONE SERVICE PEDESTAL = TOP OF BANK = UNDERGROUND = WATER METER EXISTING :,8'/..1 OR :,8.1 ..,. __24---25- - ./ ,.,---" ASPHALT CURB ~D.I. J.B. P -<IDe~;:;C=t..7 - J LATERAL - -{;r -<ISe- - - ~~ M.H.-A' WYE C.O, - - - ~ -We- --w- -- F.H. . "-G.V. -----<JFMe---- - - - - --<]SIDe - - - - ~ \ ' "- ~O~OSED 8" _ -=I~~B _ _ (:) r ---r---- -..L-~ A ~ t . II ~I ,. -, I ..J I I L .." EXISTING D.I. GRATE EL. = 47.49 INV. N. = 44.99 INV. . E.=. 44.06 THROATINV.S. ==46.41 \ 1 LOCAL. SUMP BOTTOM EL. - 44.50 ... .... .. PROPOSED DETENTION AREA o - s / O-P"" JIo. EXISTING MH RIM EL. = 49.19 INV, S. = 41.45 INV. N. = 41.53 INV. W. = 43.48 .. -L '\.J I IA .. v V_.a v " THE 14"x2.311 H.E.R.C.P.SHALLHAVE FILTER FAB~IC JACKETS ON ALtPIPEJOINTSPER F,D.O.T.INDEX No. 280. ., .... I I DETENTION AREA PLAN SCALE: 1/1 = 20' ....--~XISTING II' GRADE S"MAl<IMOn T, I / / L /'V ~1 4 I 3' I PROPERlY j LINE~I ~ S" WAXIM+1 ! / / .....--EXISTING / GRADE EL. =48.62 """'- (MIN.) V ~ EL.=48.62 ""V (MIN,) EL.=48.62A (MIN.) V 25. .~EAR HIGH WAT~~. LEVEL = 48. ~ ~~ WATER QUALllY WATER, ~~EL = 46.93~ 25. .~R HIGH WAT~~, LEVEL = 48. ~ ~~ WATER QUALllY WATER. ~~EL = 46.93~ 1~ 4 ~~1 4 I 3' I R/W L1NE~ 3' 3' BOTTOM EL. = 46.00...... "--PROPOSED 3't..-- GRADE ' ~ "" BOTTOM EL. = 46.00...... "'-PROPOSED 3''"---- GRADE 1 J " 1211 CLAY LINE ~3' ~3' CLEAN SANDFILL ABOVE LINER CLEAN SANDFILL ABOVE LINER SECTION B-B SECTION A-A POND EMBANKMENT SOD NOTE: ANY AREA SUBJECT TO EROSION SIHALL BE STABILIZED BY SOLID SOD. THIS APPLIES TO DETENTION, SWALE AND DITCH EMBANKMENTS. SEED AND MULCH WILL NOT BE ALLOWED IN THOSE AREAS SUBJECT TO EROSION. LOOKING NORTH-NOT TO SCALE LOOKING EAST -NOT TO SCALE SOD ~r 1 ~:<I, 4Y); ~;FILTER FABRIC SHALL BE PROPEX 4545 AS MANUFACTURED BY AMOCO FABRICS CO. OR APPROVED EQUAL WITH A PERMEABILITY COEFFICIENT OF 0,20 CM./SEC. (23.62 FT./ J HOUR MINIMUM.) 3/1 - 3/8/1 GRAVEL / WATER QUALITY TREATMENT ~~^- I WATER LEVEL = 46.93 ~~~/ ~~ ~~- I J ---~ BOTTOM EL. = 46.00 r ALTER ...,. \ SAND ~~ ~ 7'-0/1 6/1 -=- o ,I '" t:<~ I' /y I' /.Y / >>~~~ '</ ~~~ >> AVERAGE CENTERLINE SUB DRAIN EL. = 45.50 3" + TREE LEGEND ,........ 1'-2' CLEAN SAND - THIS FILTRATION MEDIA SHALL HAVE A UNIFORMllY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF l 0.20 MM TO 0.55 MM IN ORDER TO \n- FILTER THE FIRST 1/211 OF RUNOFF GR,t.;v~L AT A RATE OF 5.42 FT./ HOUR MIN. 30 MIL POLTETHYENE IMPERVIOUS SYMBOL DESCRIPTION o OAK 6. PINE o PALM I) CITRUS . CHINESE TALLOW (::) CYPRESS @ SWEET GUM *, EUCALYPTUS i). CEDAR cO- BOTTLE -BRUSH o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4/1 D.B.H. OR lARGER HAVE BEEN LOCATED AND SHOWN. io ~ ~~/-!!{~ ~~//j 3/8/1 MEMBRANE WATER BARRIER 6/1 P.V.C. SUB DRAIN PIPE ( 3600 PERFORATIONS ) WATER QUALITY FilTRATION SUB-DRAIN NOT TO SCALE GENERAL LEGEND DENOTES PROPOSED Right-of-Way or Property Line Spot Elevation Contour ~H UADII' NOTE: ELEVATIONS SHOWN ARE BASED ON PINELlAS COUNlY BENCH MARK No. 1268, EL. = 62.044, NATIONAL GEODETIC VERTICAL DATUM - 1929, ADJUSTED. L'''I'''' 1"'1"'\..1 I.......... .-.-., . ,--- JIILlIT ()(:AIIlIN NUIt..: THE LOCATION OF THE UTILITY LINES SHOWN HEREON IS APPROXIMATE. THIS DRAWING WAS PREPARED USING UTILllY ATLAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WAS DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES. -- ~ ______24~25- SYMBOL LEGEND "2' o o LIGHT POLE CLEANOUT PHONE SERVICE PEDESTAL GUY ANCHOR POWER POLE WATER METER GATE VALVE METER POLE SIGN EXISTING OVERHEAD LINE FL nnn NOTE= THIS SITE LIES WITHIN A F.E.MA FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PlAIN). ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNllY-PANEL NUMBER 125096 0010 D, INDEX DATED AUGUST 18, 1992. Pavement ASPHALT Storm Drainage CURB ~ ~D~ J.B. C~.B. 0.1. LATERAL ..,.J ~. S WYE C,O. .H. W ~~.V. .II FM .II - - .-S/D- - - fl; -$- TEMPORARY BENCH MARK # 1 EL. = 51.24 TOP OF CONCRETE MONUMENT 1/1762 LOCATED AT THE NORTHWEST PROPERlY CORNER ., -$- TEMPORARY BENCH MARK #2 EL. = 50.54 NAIL IN POWER POLE LOCATED AT THE NORTHEAST PROPERlY CORNER Sanitary Gravity Main Water Main f:1 Gll x -aD- 'tT #f- Force Main Sub-Drain Water Meter N I):;~ IC~ 0' 1 A' 20' ~--..... SCALE IN FEET 40' 1 . SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST GRATE ELEV. = 48.12 " " """ ~8" PRECAST CONCRETE WALLS ," 4 TO COMPLY WITH F.D,O.T, INDEX No, 200 ., ... 1 r:::;:: -111= ..., ;;. ~wm~11 '~'" - "~ lTf4Mff7T4MIfI/~ '".',,~ A ~-..',........," MJ~'T~n=m=:/11 13}4" WIDE HORIZONTAL SLOT TOP ELEV. = 48.12 BOTTOM ELEV. = 46.93 SKIMMER: 30" DIAMETER ~, =i\ ALUMINUM C.M.P. CUT IN 7 A HALF-WELD OR BOLT TO 2" x 2" ALUMINUM ANGLE ., TOP ELEV. = 48.12 . BO'"'O" ELEV. = 46.4Y , .... .... ,I .\" 1 . ~ (RED HEAD ANCHOR BOLT ., (,'.. ,.' " TO SIDE OF BOX) .;.~ ' C " 24" WIDE L~':: HORIZONTAL SLOT K I" , TOP ELEV, = 48.12 ' , BOTTOM ELEV. = 46.93 __ " ' ~,. SKIMMER: 30" DIAMETER '" ALUMINUM C.M.P. CUT IN ... ...... . HALF-WELD OR BOLT TO " 2" X 2" ALUMINUM ANGLE TOP ELEV, = 48.12 BOTTOM ELEV. = 46.43 (RED HEAD ANCHOR BOLT TO SIDE OF BOX) A.J BL lfr:. f" ,., LO I III j.t~/. --b ~ j~ ~ (' C......... .... '" ..... " I I '?o f:1~ ~:. . ~ ~I,I IT '. O........."L,.F..."......,.","".".,S.P..E..,C..,.IA, L". . 37 L.F-..... SOL.ID.." -+--,;!-c.=JJXISTlNG 6' HvGH CHAIN ~ FILTRATlONSUBDRAIN,--- 6" P.V~C~@ ~ r ~ !lINK FENCE _ INV.. _45.25 .-'-'-_---- ~ P;r/J - r : II 95 LF - SOLID ~ B~ ~. ; I I I 6" P.V.C. <<) 0.16%~ · \ ~ 1 i Iii' \ r-1 ~l I Oer .15" R.C.P.- \ lIj.l -- - OJ 'l.1 ~ ~C- =:- SiD ~ ~I ~ r1 ~ I - x 00 OVERFLOW \ I I ~ I ~ ~ 150LF - 6" FILTRATION STRUCTURE · ~] I ~ ! 6" -ft: SUBDRAIN @ O. 1 0% GR ~~Tt E~. 45,~' 12 \ 1 IJ) i- 6" CLEANOUT (AVERAGE ~ GRADE - 6" CLEANOUT ~ \ I I INV. - 45.32 '--.......... 45.50) ~ BOTTOM EL. = 46.00 .. ----." -----..."": x I I I \ ~(),," " '- .. "'," .. ,.., . .. ,-,---..--...--+.,x'~ I I ~ . . --ct-~----~--____ :--6"S/:r---'" - ,C'I ~: ! o 6" I I ~ 6.55' " ~ " " " ~ _x " " " ... _ ~......" x X-X-lC-!C.. I Gll t ~ - - ....... --v..... 376.66' ..... B EXISTING -;- I If " ------------------------------W ___________ Ill"'" ~FIRE HYDRANT I !-?') ) ) e -----------_ ______________~ I 1 if ~ (~ x I r J EXISTING 6' HIGH I I J j CHAIN LINK FENCE...--------!, I I I I .. , .. ,,",,' . '\.:' " 8" - 24" 8" 40" ~ TOP' OF SKIMMER ELEV. 48.12 BOTTOM OF SLOT ELEV.- 46.93 BOTTOM OF SKIMMER ELEV, 46.43 rl~/ I~I T CONC, PERIMETER BEAM W / 4 - #4 REBAR CON'T ALL AROUND AND #2 STIRRUPS 0 12" O.C. , \ , SECTION A-A SECTION B-B 00 12 GA. ALUM. C.M.P. SKIMMER____. SLOT BEHIND SKIMMER 5/16" S.S. BOLT___ OR WELD --- '...J '" io -grrm /II - - 11,- m-I"~=:/II ==ill ANGLE IRON FRAME AND 24" x 32" STEEL GRATE TYPE C- MANUFACTURED BY FLORIDA STEEL CORPORATION OR APPROVED EQUAL SLOT BEHIND SKIMMER """'- V 48,12 o \ o o o , """'- V A V o o 46,93 o o 46.43 o o I 14"x 23" H.E.R.C.P. . I 6" FILTRATION SUBDRAlN (INV. = 45.18) SECTION C-C INV. ELEV.= 45.18 '" SKIMMER SIDE VIEW DETENTION AREA OVERFLOW STRUCTURE NOT TO SCALE PROPOSED GRADE ~ ~ II~ d ~~ I I ~) UNDERDRAIN CLEANOUT DETAIL NOT 11'0 SCALE ~BOTTOM OF SUMP ~, 12" - 3/8" GRAVEL /30 MIL IMPERVIOUS LINER 4.5' / J 3' I {{I ,IT I I r ~ 2! 1 "'..1::" "'2',","",.',kl~.' r ,,' .'. 'I., . .' , .' -I:..., ~. " CLAY LINER NOTES: 1. THE CLAY LINER SHALL HAVE A PERMEABILllY FACTOR, K, LESS THAN OR EQUAL TO 1 0-5 CM/SEC. 2. ALL CLAY UTILIZED AS LINER MATERIAL SHALL BE TESTED BY A CERTIFIED SOILS TESTING LABORATORY FOR COMPLIANCE WITH THE SPECIFICATIONS CONTAINED HEREIN. 3, A MINIMUM OF THREE FEET OF COVER SHALL BE MAINTAINED BElWEEN CLAY LINER AND POND BOTTOM, SIDE SLOPES AND SUMP BOTTOM. GENERAL NOtES.; 1. ALL ELEVATIONS SHOWN ARE BASED ON N,G.V. DATUM. CONTOUR INTERVAL = ONE-HALF FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILllY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILllY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CllY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CllY OF CLEARWATER WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUNlY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELlAS COUNlY RIGHT-OF-WAY. 2' CLEAN SAND - THIS FILTRATION MEDIA SHALL HAVE A UNIFORMllY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.20 MM TO 0.55 MM IN ORDER TO FILTER THE FIRST 1/2" OF RUNOFF AT A RATE OF 5.42 FT./ HOUR MIN. SPECIAL FILTRATION SUB-DRAIN ~ NO SOD SHALL BE PLACED OVER THE FILTRATION SUB-DRAIN PIPE U~I ~N liON A~~A NOTE: THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL WATER QUALITY STANDARDS AND ATTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF TIME. FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF TIME. MAINTENANCE IS THE CONTINUING FUNCTION OF THE PROPERlY OWNER NOT TO SCALE INDEX OF DRAWINGS SHEET No DESCRIP110N 1. ----------- COVER SHEET 2. -----------LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PlAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PlAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. -----------LANDSCAPE PRESERVATION PLAN 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT/' THE CllY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILllY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILllY CODE FOR BUILDING CONSTRUCTION. 4 11/4/03 3 4/7/03 2 1/9/03 1 12/3/02 No. DATE CMM I.... RLG .... RLG .... WTS .... DRN. CKD. APP PER CllY OF CLEARWATER REQUEST PER CITY OF CLEARWATER REQUEST PER S.W.F.W.M.D. REQUEST PER S.W.F.W.M.D. AND PINELLAS COUNlY REQUEST REVISIONS .J2EM PARTNERSHIP BELCHER ROAD AND CALUMET" STREET DETENTION AREA PLAN AND ,~At1.S~:~;~"">~ . \. ',.,., ',' -." (', ",,, PINELlAS COUNlY ' "'<,;" L!.' ,. " :,' , FLORIDA DATE: OCT, 9, 2002 APPROVE;{} IB'I;';' i"~..,..._ 'Il., ' _ ,,' _.i, J-- of!" "''''<,'~> ..." ~.'., ",- ~~~'.:: ~:~,;:Cliffe ',., ..~', ' " .. " ~:O" ',. " ':'..' ';, CKD.: ~ ~_ _';. "',,' SCALE: 1" = 20'~SA DY',1, tLOV~~S FL ENGINE~StICEr~S;E\ 'NQ.' PE 8508 FL,SURVEYOR'Ic!c;"AApI?ER UCENSE No. LS 1762 SHEET CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (72 7) 441-1951 JOB No. 23362 ~) LLOVERASt BAUR & STEVEN;S 6 OF ~ . ENGINEERS - SURVEYORS Phone: (727) 784-3965 ILB 0000208 29228 U.S. HIGHWAY 19 N. - PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 1 CONSTRUCTION PLANS JOB No. 23362 ( L5 a:::: <( w ~E' ~z (/):::::> -0 Cu I-(/) 5~ (/).-J W ZZ <(- _0.. a:::: ........, In w C W 0.. 'j i I J IX I I i II .i IX ~ i i ~ X I I ~ I tfl i ~ X I I i I i II j Ix \' I I I r.: _," i- .Jl;,87 i X ~.1 1 '.---__~, , I ~ W ! () J Z I :~ ~ (if ~ i X 8 i ~ i I ::c _ { X c> co I ::c~11 enl (0 ~I ! X '\ ' ~ \ ~ ! X \ ~, , I ~t Ix \/1 4 { t ~II tJ I I ~I i 1 '~ r< )J ~ 1 I I I ~. - N . - ~ -- TREE LEGEND SYMBOL o A o J) . ~.~-----,.,-",-~,-,--",- PEDESTRIAN SIGHT DISTANCE AREA (PINELLAS COUNTY) \ \ -- ISTlNG TREE TO BE REMOVED \ ~-\-, I \' \ EXISTfNG MH ~_n.,,_-L::R1M EL.""'f/l.44 -." / I I , i,) '. nil \.. "", ._..~. f)-t'/~j ,j V, ~ -~. @ \ 1"'" IJ;V -,._,"-,.- -h" , ......' : 'I 111 I I i LJ r I I I NOTE: 20' x20'CllY OF CLEARWATER SIGHT DISTANCE TRIANGLE NOOBJE:CTSIN THE SIGH1DISTANCE TRIANGLE MAY EXCEE:D A HE:IGHTOF 3011 MEASURED FROM THE ADJACENT EDGE OF PAVEMENT. o PROPOSED (14,346 S.F.) DISTRIBUTION FACILITY PROPOSED 1 STORY 3,528 S.F. CREDIT UNION BLDG. ELM o 1111,611 A 14") .. ,--- 6" 4" . ' .. 0 D . .. o CUSTER 9" 0 .. 4",411 15", 22" 01011 0- CJ 1ct6 1 "01 ,,~ 1 I I I I ! r~ L'<I t f I I' I i I i I I i f SYCAMORE 192511 . I { I ~ 1 1 1 1 05" 711 1 1 1 1 1 1 1 1 --- 6. c.:?l t PROPOSED 2 STORY 12,000 S.F. OFFICE BLDG. \ \ '\ 1 1 1 I 1 1 D--~ 1 \ ~ '. \\ \ -~---- () + + + ... + + c( "'-, L (9) I LiJ PROPOSED DETENTION AREA ~ .$ 10" .$ -~ -~ -- -- N.89021' 49"W. SYMBOL LEGEND - ~ J '-../ 37S:- 66' ROYAl FERN ( Osmunda regalis ) OR SPLIT LEAF PHILODENDRON ( Philodendron selloum ) NOTE: EXACT PLANTING CONFIGURATION AND PLANT SELECTION WITHIN THE PLANTING BEDS SHALL BE BY THE LANDSCAPING INSTAlLER (SUBJECT TO THE OWNER'S AND ENGINEER'S APPROVAl) BASED ON PLANT AVAILABILllY AND COMPATABILllY. o o CLEANOUT PHONE SERVICE PEDESTAL GUY ANCHOR 1J 411 X ~ ... 'tr POWER POLE WATER METER GATE VALVE LIGHT POLE METER POLE SIGN IRRIGATION SYSTEM NOTES: 1. IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE FOR AlL REQUIRED LANDSCAPING. Cc- ABBREVIATION LEGEND we( g:faw I-W::I: ::I:~UI- Q(/). C;S.. , ~ 1 (/)1- 0 . o::u~o::1z w.!:!:I,~ I.1.w ,!;( ~~O~ .~ Cl(,!)~~j L:5 z~ ~,~ r ""wo::wu.. u......, 1-, ., ',~..O.' 1 l.I..(,!) O',2:,W, ,'_','w sUo(,!) >-o::ZI")O I-I-<.w u. w..~. '~..I-I ", <..) 0 Z W Oz . .!i:w I- ~<!i: (,!)Si 00 !aQ,w 61 Z N O(/)::I:< I , ,.._IL_ ...~ ...., 'T"-I?< 11 I II II I! I! I ~ II N SECTION 1 , TOWNSHIP 29 EAST TREE PROTECTION BARRIER DETAIL \.\...... " ''-., '-, "....., '-., "', '-....,.? t'-(; , "'-. '-., "', w W ::I:O.::I: I-WI- I-'W" ::I: Z() .:;:E (,!),.-...",X ."'.0".""",1 U5~Wo:: u )., u.. . ffi, ...,w.<c, 0 .~, ...., ..,.~ww .... IXl ,,0:: ~ 1 i. ,.0,. ..~ '.::). '.W.. 9;; c.:>19> \ wfi~4J~ \ .... . .-.~ l:L1 \U~~~ 0 \l'l:s~~g~ \.. h'g:...~..~..fa..1 \.. U ','.(/)1-1- ;..(\ ......-::I: Z u.... -;.1.&.1 0 ~ O(,!)W 'Sl..~O" ,.,'.' ~', ~!i:jjJ:r,., "~' .1 \' , 0 ~ Q6 I Z N 0(/)<< \ \ .""," 1 ~.._.,.,. .-...'"-"..,"-.."~>Jf...".. .,.._'........:-'1'.0".. -..".,~.... fl'." . .-- - --'.< 1"-,~", C) .....,-"-:>if... '....., 20' 0' 10' 1'-1....-........ SCALE IN FEET 40' I NOTE: SIGHT DISTANCE TRIANGLE: NO OBJECTS IN THE SIGHT DISTANCE TRIANGLE MAY EXCEED A HEIGHT OF 30" MEASURED FROM THE ADJACENT EDGE OF PAVEMENT. NOTE: ALL UNPAVED AREAS NOT LANDSCAPED WITH GROUND COVER SHALL BE SODDED WITH BAHIA SOD. -$- TE~PORARY BENCH MARK # 1 EL. - 51.24 TOP OF CONCRETE MONUMENT #1762 LOCATED AT THE NORTHWEST PROPERlY CORNER LEGEND 11IIII INTERIOR LANDSCAPED AREA 12,704 S,F. t.;;t TOTAL VEHICULAR USE AREA , 72,851 S.F. -$- TEMPORARY BENCH MARK #2 EL. = 50.54 NAIL IN POWER POLE LOCATED AT THE NORTHEAST PROPERlY CORNER: VEHICULAR USE AREA DIAGRAM SCAlE: 1" = 1 00' TOTAL VEHICULAR USE AREA = 72,851 S.F. REQUIRED INTERIOR LANDSCAPED AREA 12% x 72,851 S.F. 8,742 S,F. PROVIDED INTERIOR LANDSCAPE AREA = 12,704 S,F. SHRUBS SHALL BE PROVIDED FOR 50% OF THE REQUIRED INTERIOR LANDSCAPED AREA 8,742 S.F. x 50% = 4,371 S.F. REQUIRED 4,371 S.F./9 S.F. = 486 SHRUBS REQUIRED @ 3' O.C. ~ ANY AREA SUBJECT TO EROSION SHALL BE STABILIZED BY SOLID SOD. THIS APPLIES TO DETENTION, SWALE AND DITCH EMBANKMENTS. SEED AND MULCH WILL NOT BE ALLOWED IN THOSE AREAS SUBJECT TO EROSION. ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNlY BENCH MARK No. 1268, EL. = 62.044, NATIONAL GEODETIC VERTICAL DATUM - 1929, ADJUSTED. THE LOCATION OF THE UTI LIlY LINES SHOWN HEREON IS APPROXIMATE. THIS DRAWING WAS PREPARED USING UTI LIlY ATlAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WAS DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES. THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL WATER QUALllY STANDARDS AND ATTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF TIME. FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF TIME. MAINTENANCE IS THE CONTINUING FUNCTION OF THE PROPERlY OWNER. FLOOD ZONE NOTE:: THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN), ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 125096 0010 D, INDEX DATED AUGUST 18, 1992. lmIES....; 1. A PROTECTIVE BARRIER SHALL BE ERECTED AROUND ALL TREES AND NATIVE VEGETATION WHICH ARE TO REMAIN PERMANENTLY ON-SITE. SUCH TREES AND VEGETATION SHALL BE IDENTIFIED BY FLAGGING OR STAKING. 2. PROTECTIVE BARRIERS ARE TO BE CONSTRUCTED USING NO LESS THAN 2"x411 LUMBER FOR UPRIGHT POSTS, UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF ONE FOOT ANCHORED IN GROUND AND THREE FEET ABOVE GROUND. UPRIGHT POSTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 6 FEET APART. HORIZONTAL RAILS ARE TO BE CONSTRUCTED USING NO LESS THAN 2"x4" LUMBER AND SHALL BE SECURELY ATTACHED TO THE TOP OF THE UPRIGHT POSTS. A PVC-lYPE SAFETY FENCE THE HEIGHT OF THE BARRIER SHALL BE ATTACHED TO THE UPRIGHT POSTS, THE TOP RAIL, AND THE GROUND, WITH FASTENERS OF EIGHT (8) INCHES APART. BARRIERS SHALL EXTEND AT LEAST (1) FOOT BEYOND THE DRIP LINE OF ALL PROTECTED TREES ON THE PROPERlY AND SHALL BE AT LEAST THREE (3) FEET HIGH. 3. ALTERNATIVE PROTECTIVE METHODS MAY BE UTILIZED WHEN EXTENDING PROTECTIVE BARRIERS BEYOND THE DRIP LINE IS NOT FEASIBLE. POSSIBLE ALTERNATIVES INCLUDING PUMPING CONCRETE FROM A TRUCK THROUGH CONVEYOR PIPES RATHER THAN DRMNG OVER ROOTS, OR BRIDGING ROOT AREAS WITH STEEL PLATES. ANY PROPOSED ALTERNATIVES MUST BE DESIGNED BY A TRAINED ARBORIST AND APPROVED BY THE DCO PRIOR TO ISSUANCE OF A DO OR PERMIT. 4. ALL PROTECTIVE BARRIERS SHALL BE IN PLACE AND INSPESTED PRIOR TO ANY SITE CLEARING OR DEMOLITION AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTlVIlY IS COMPLETED. PROTECTIVE BARRIERS MAY BE TEMPORARILY REMOVED ONLY IF REASONABLE ACCESS INTO THE SITE IS OBSTRUCTED. REMOVAL OF BARRIERS MUST BE APPROVED AND INSPECTE[) BY THE CIlY'S ARBORIST PRIOR TO ANY SITE CLEARING OR DEMOLITION. SHOULD REMOVAL OF THE BARRIERS RESULT IN STRESS OR DAMAGE TO THE TREE, AS DETERMINED BY THE CIlY'S ARBORIST, REMOVAL OR REPLACEMENT OF THE TREE MAY BE REQUIRED. DRIP LINE 3 SOUTH, RANGE 15 PROPOSED LANDSCAPE LEGEND SHADE TREE (4" DBH - 1 Z HIGH AT TIME OF PLANTING) e (\) @ LIVE OAK ( Quercus virginiana ) 26 RED MAPLE ( Acer rubrum ) 27 RED CEDAR ( Juniperus siliciola) 26 ACCENT TREE (2" DBH - 8' HIGH AT TIME OF PLANTING) ~ CRAPE MYRTLE ( Lagerstroemia indica ) 33 '* @ RED TIP PHOTlNIA ( Photinia x Fraseri ) 76 BALD CYPRESS ( Taxodium distichum ) 3 SHRUBS (PERIMETER BUFFER) 1811-2411 IN HEIGHT - PLANTED 36" O.C., PROVIDING A 100% CONTINUOUS HEDGE WHICH WILL BE 36" HIGH AND 80% OPAQUE 12 MONTHS FROM THE TIME A CERTIFICATE OF OCCUPANCY IS RECEIVED. (MINIMUM 3 GAL. SIZE) o ~ VIBURNUM ( Viburnum suspensum ) PITTOSPORUM ( Pittospourm tobira ) 426 274 SHRUBS (INTERIOR PLANTING) 1411-2411 IN HEIGHT - PLANTED EVERY 3011-3611 (MINIMUM 3 GAL. SIZE) ~ PITTOSPORUM ( Pittospourm tobira ) O.C. RESPECTIVELY 77 GROUND COVER PLANTED AT A MAXIMUM OF 24" O.C, (1 GAL. MINIMUM) + + ~ + + -JttJc.'1-";' MIXTURE OF: MONDO GRASS (Ophio pogonjaponicus ) BLUE FLAG ( Iris hexagona ) BORDER GRASS ( Lirope muscari ) BLUE DAZE (Convolvulus 'BLUE DAZE) ( TOTAL OF 600 REQUIRED ) EVERGREEN GIANT ( Liriope muscari ) BLUE PACIFIC JUNIPER ( Juniperus conferta ) 27 25 @ + ~ . ~ ~ INDIAN HAWTHORN ( Raphiolepis indica ) PHILODENDRON ( Philodendron tobira ) DOWNY JASMINE ( Jasminum multiflorum ) 392 320 27 DAY LILY ( Hemorecallis spp. ) 26 PLANTING NOTES: ALL PLANTINGS SHALL CONFORM TO II AMERICAN STANDARDS FOR NURSERY STOCKII ANSI 260.1 AND BE FLORIDA GRADE #1 OR BETTER AS DETERMINED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES "GRADES AND STANDARDS FOR NURSERY PLANTS/' 5. NO EXCESS SOIL OR ADDITIONAL FILL, BUILDING MATERIALS, DEBRIS, OR LITTER SHALL BE PLACED WITHIN PROTECTIVE BARRIERS. ANY DEMOLITION WITHIN THE PROTECTIVE BARRIER SHALL BE ACCOMPLISHED BY HAND OPERATED EQUIPMENT. ONCE ALL MATERiAl HAS BEEN SUCCESSFULLY DISLODGED BY HAND, HEAVY EQUIPMENT WILL BE ALLOWED ON ENTRY INTO BARRIERS IN ORDER TO PUSH DEMOLITION MATERIALS BEYOND THE BARRIERS, AFTER WHICH THE BARRIERS MUST BE REINSTALLED. UNDER NO OTHER CIRCUMSTANCES SHALL TRACTORS OR HEAVY MACHINERY BE ALLOWED TO WORK, PARK, OR LOCATE WITHIN BARRIER AREAS. 6, SIGNS, BUILDING PERMITS, WIRES, (OTHER THAN PROTECTIVE GUY WIRES), OR OTHER ATTACHMENTS OF ANY KIND SHALL NOT BE ATTACHED TO ANY TREES OR SHRUBS WITHIN PROTECTIVE BARRIERS. 7. ALL UNDERGROUND UTILITIES SHALL BE ROUTED OUTSIDE THE PROTECTIVE BARRIERS. IF THIS RESULTS IN UNREASONABLE HARDSHIP, A SOIL AUGER SHALL BE USED TO TUNNEL UNDER THE ROOT SYSTEMS. THE DCO SHALL BE NOTIFIED AND AT HIS OPTION MAY REQUIRE A STAFF MEMBER PRESENT DURING THIS PROCEDURE TO ASSURE ADHERENCE TO ALL REQUIREMENTS. 8. INSTALLATION OF STRUCTURES SUCH AS PROTECTIVE BARRIERS, FENCES, POSTS, OR WALLS SHALL NOT DESTROY OR IRREVERSIBLY HARM THE ROOT SYSTEMS OF THE PROTECTED TREES. FOOTERS FOR WALLS SHALL END AT THE POINT WHERE LARGER ROOTS ARE ENCOUNTERED, AND THE ROOTS SHALL BE BRIDGED. POST HOLES AND TRENCHES LOCATED CLOSE TO PROTECTED TREES SHALL BE ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS. 9. DESTRUCTION OR DISREGARD OF PROTECTIVE BARRIERS MAY REQUIRE THE FULL REPLACEMENT OF THE PROTECTED TREE. PER CllY OF CLEARWATER REQUEST PER CllY OF CLEARWATER REQUEST PER OWNER'S REQUIREMENTS PER CllY OF CLEARWATER REQUEST PER CllY OF CLEARWATER REQUEST PER CllY OF CLEARWATER REQUEST PER CllY OF CLEARWATER REQUEST PER S.W.F.W.M.D. REQUEST PER PINELlAS COUNlY REQUIREMENTS REVISIONS .oEM PARTN~RSHIP BELCHER ROAD AND CALUMET.,~TREET . , r ,.~~)t LANDSCAPE PLAN, :.~...: ,.~'<~~, . ... .. C' ~ ,\ ;... PINELLAS COUNlY : .'~ :.::. DATE: OCT. 9, 2002 APPRO~E) "BY: ..~ ' . . - -~ , , . '....J. j."' ... DES.: T.G. RadCliffe:_ '~.: ~~ ,-" :'.: _":.. DRN.: DNC _ . ,,' '_ " - " \ ,'\. I .. CKD.:" " . ~ ' SCALE: 1" = 20' S. ~AN :~~~t.LOVERAS .- FL ENGINEER'S LICE~$E' ~o. PE 8508 JOB No. 23362 FL SURVEYOR:' de 'MAP~ .,L1CENSE No. LS 1762 SHEET 7 PROTECTIVE BARRIERS DESCRIPTION OAK PINE PALM CITRUS CHINESE TALLOW () CYPRESS @ SWEET GUM ~'*" EUCALYPTUS ~ CEDAR -<> BOTTLE -BRUSH o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 411 D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. Irrigation System Shop Dralwing Requirements: The contractor shall supply shop drawings for the irrigation system for the owner's and engineers approval prior to ordering any equipment. A minimum of the following information shall be included in the submittal. List and catalog information on all equipment to be used; 1. Type of pipe 2. Type of fittings 3. Sprinkler heads 4. Timer 5. Valves (automatic and manual) 6. Wiring 7. Drip lines or devices 8. Rain sensor 9. Well and pump 9 8 7 6 5 4 3 2 1 No. The drawings shall contain the following design data: 1. General piping layout with main line sizes 2. Approximate head / distribution device placement 3. Zone flow demand information 4. Any other pertinent information required to ascertain function of the system proposed. 4. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. ALL NEW LANDSCAPING SHALL BE IRRIGATED BY AN AUTOMATED SYSTEM. 5. AUTOMATIC IRRIGATlION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS, CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACllY AND A FLEXIBLE CALENDER PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAl OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTION. 6. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. 2. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO CiTY WATER SOURCES UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT AVAILABLE. CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.L.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 B.F.P. CB CL or <t CO CONC. D.B.D.I. DIA. 0.1. EL. EP F.H. GA GV = BACK FLOW PREVENTER = CATCH BASIN = CENTERLINE = CLEANOUT = CONCRETE = DITCH BOTTOM DROP INLET = DIAM ETER = DROP INLET = ELEVATION = EDGE OF PAVEMENT = FIRE HYDRANT = GUY ANCHOR = GATE VALVE INV. J.B. LTP O.F.S. MH MP PP PSB PSP TB UG WM = INVERT = JUNCTION BOX = LIGHT POLE = OVERFLOW STRUCTURE = MANHOLE = METER POLE = POWER POLE = PHONE SERVICE BOX = PHONE SERVICE PEDESTAl = TOP OF BANK = UNDERGROUND = WATER METER HEDGE AS/IF INDICATED 3. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERS PRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. LLOVERAS BAUR & STEVE.NS MIXTURE OF DWARF CONFEDERATE JASMINE, BLUE FLAG, BLUE DAZE, DWARF OYSTER PLANT, RUELLlA, BROMELlAD, AND OR KALANCHOE TYPICAL PLANTING BED NOT TO SCALE OF NOT TO SCALE SHEET No INDEX OF DRAWINGS DESCRIPTION 1. ----------- COVER SHEET 2. -----------LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. -----------LANDSCAPE PRESERVATION PLAN 'tie 'tie 'tie 'tie 'tie .. 'tie .. RRD CMM CMM RRD RRD DNC RRD RLG RLG DRN. CKD.APP FLORIDA ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. CONSTRUCTION PLANS PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 1 JOB No. 23362 1 8'!... / 1 1/211 TYPE PC-1 .1 12' I FINISHED GRADE CONCRffi WALK- ASPHALT 62' I- ./ CAR STOP /19' PARKING BAY m ~-; rPh. - 6'~ i-- - t"T- - '" .~ Co oj '. ..... .:. ~ ~.l 611 VERTICAL CURB /' 12' 19' PARKING BAY 5' ~~FT. u, ~ ~/ \ ~ 0J ~ SLOPE: 1 /4" /FT. ..... . ':".:-. .' .' ~ ..... ~~' ..l ~ ~' ~~..... ,r /% ~ ~ .,~~- eL ~911 STABILIZED SUB-BASE COMPACTED TO A 98% MAX. DENSITY. STABILIZE TO TO OBTAIN A LBR-40. 6" SUB-DRAIN, SEE DETAIL, BELOW '.I'll"{ 'r 611 L1MEROCK BASE COMPACTED TO 98% OF MAX. DENSITY (MODIFIED PROCTOR). ALTERNATE BASE: 611 SOIL CEMENT 300 P.S.1. - 7 DAYS SUB-BASE COMPACTED TO BEST AVAILABLE DENSITY WITH RUBBER TIRE EQUIPMENT SPECIAL SUB-DRAIN NOTE: SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDENT UPON SUB-SURFACE SOIL AND AND GROUNDWATER CONDITIONS. THE ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF CONSTRUCTION. NOTE: AN ALTERNATE OF SOIL CEMENT BASE (300 P.S.1. - 7 DAYS) MAY BE USED IN LIEU OF THE BASE AND SUB-BASE SHOWN ABOVE (BOTH SECTIONS) IF APPROVED BY THE OWNER AND ENGINEER. IF THIS ALTERNATE IS ALLOWED, THE SUB-BASE WILL BE COMPACTED TO 98% OF MAXIMUM DENSITY (MODIFIED PROCTOR). lYPlCAL PARKING SECTION NOT TO SCALE ~CAST IRON GRATE H-20 TRAFFIC BEARING N 1811 NOTE: USE 611 PERFORATED P.V.C. PIPE FOR SUB-DRAIN AND REQUIRED FITTINGS. SOLID PIPE AT JUNCTIONS AND CATCH BASINS. PLUG HIGH ENDS AND COVER OUTFALLS WITH HARDWARE CLOTH. PERFORATIONS SHALL BE TURNED DOWN. 30 LB. FELT~ TARPAPER~ .~ ~ .J~ ~ ~ ~~ 611 ,..~-~ SUB-DRAIN ~ I ~ ! f 4" ---...:.. ..... 2'... 411 ...:-.. __ 211 .... ". ."'-... .' , "f. .' <If: . ,'....,. :: · 1ft' !, -. . . . , .' ." " ': "I ~, " . ..... . "'::I6'~. " " , ~ ,. l""' " "', ,." ..1" 12" PVc -- -- n Co SPECIAL SUB-DRAIN NOTE: SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDENT UPON SUB-SURFACE SOIL AND AND GROUNDWATER CONDITIONS. THE ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF CONSTRUCTION. 1411 .: r... : ., '611p r VARIES FROM 12" TO 13W' BOTTOM SLOPES TO "DAI~I 3/8" ROCK (D.O.T. SPECS.) ! n 6" 611 6" . ,;. 'I.""" .; , ':.~ . ,'. .. ,'" - 1811 6" SUB-DRAIN DETAIL "J,,,,. " .t.. NOT TO SCALE ~ """ ."." "-.." , ',"" "", ""." '";I"'" " .'. '" ~ ~i- ,'<r '",.1 , .'~' - '" '.'~~&~.,--...~....... . . .. ' ,f ,', ...: " 'lD;.,. .' ~ #4 REBAR ,; ".,..... ,", ,..".... AT 2411 O.C. #4 REBAR "'- PLACED ~ CONCRETE AS SHOWN 3,000 P.S.I.-28 DAYS --I I-- 3 1/2" NOTE: ~ REINFORCEMENT TO BE BY MANUFAqURER'S = ., ~.;; 1 STANDARDS. CARSTOPS TO PAINTED TRAFFIC NI i~.''': = YELLOW'" ..L .....'.1 lD ,,,~~~~\:..d. . 2 - #4 REBAR TI. S".I CJ:: ~ I 6'-011 I .. . PRE-CAST CAR STOP TRENCH DRAIN DETAIL NOT TO SCALE ~ HANDRAIL (SEE DETAIL BELOW) NOT TO SCALE 1811 6" .4" '., ~ - 4.. ;...., 4 I ~[[ t.. 4 ~ ==l111l11U m ~'., = ".. IX) BASE NOTE: RETAINING CURB DETAILS ARE SHOWN HEREON FOR GRADING CONCEPT ONLY. FINAL STRUCTURAL DESIGN SHALL BE CERTIFIED BY A REGISTERED STRUCTURAL ENGINEER. BASE '::1/ I ~JB~~A~I I II ~ '4. "1'\ ::IE "'4'" ~ ;.. · bO~ N "" .OoV ..':V I"/~y I ~::r" , JII~~ ., ~ill::::::::lll ',',' 'TI==~~ · . ' '1T ~ lL'. . i. ~2 - #5 REBAR < .. '/;J . ,,'. ~ I. 16" .1 -r" "1'\ ~ ).....O~ ~.<> .0;> '~ " NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.1. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGES. NOTES: 1. ALL CONCRffi IS TO BE 3,500 P.S.I., 28 DAYS MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/211 RADIUS ALL EXPOSED EDGES. 6" VERTICAL CURB DETAIL NOT TO SCALE lYPlCAL RETAINING WALL DETAIL NOT TO SCALE 2" x 2" STAK...... " 3/411x 8" STEEL ANCHOR GALVANIZED U-BOLT PERMlTTEz' /fGALVANIZED HEX NUT AND EXPANSION BOLT NOT PERMITTED 0.148'" GALVANIZED WASHER GALVANIZED CLUSTER PLATE AT TOP OF WALL PERMITTED ,... BASE PLATE I r E:!: /1 CONCRETE CONCRETE ~ t:::: I ~ 1\ AL \ I 1/811 THICK RESILIENT ~ADsJ IN ACCORDANCE WITH SECTION 932 OF THE STANDARD SPECIFICATIONS ANCHOR BOLT BALE TIES ~ .l~ ~ .. ~......... ~ ~~ +- =t ~ WIRE TIES -...~~ I!- .. ~.4" J ", r- -- ~ .. =t . :t. .:L +- ~ .. .. +- .. .. STRAW BALE POST (OPTIONS: 211 x 4" OR 2-1/2" MINIMUM DIAMETER WOOD; STEEL 1.33 Lbs/Ft MINIMUM) OPTIONAL POST POSITIONS~;i, I 6' MAXIMUM I FILTER FABRIC (IN ffi 20.:t \ CONFORMANCE WITH > SECTION 985 F.D.O.T. SPECIFICATIONS.) ! ~r~1~'" ...)(1 ;., ~17Q~ ~ ~~ ELEVATION ALUMINUM RAILS AND POSTS: 2" DIA. SCHEDULE 40 PIPE OR 2.5" DIA. 3/16" WALL TUBE ALLOY 6061-T6 1- ~ I ~ ;... - PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) FILTER FABRIC ... SILT FLOW_ PLAN SECTION 1'-611 EQUAL PANELS 6' -611 MAX. NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). .L lYPE III SILT FENCE NOTE: EROSION CONTROL SHALL BE INSTALLED PRIOR TO INITIATING ANY SITE CONSTRUCTION. EROSION CONTROL SHALL BE MAINTAINED CONTINUOUSLY THROUGHOUT CONSTRUCTION. ANY EROSION CONTROL DAMAGED BY THE CONTRACTOR OR NATURAL FORCES SHALL BE REPLACED IMMEDIATELY AND ALL EROSION CONTROL SHALL REMAIN UNTIL FINAL ACCEPTANCE. I EROSION AND SEDIMENT CONTROL DETAIL NOT TO SCALE ll. WHITE BORDER & SYMBOL BLUE BACKGROUND t 1'-0" t ~ STANDARD . __ DISABLED PARKING -- ~ :::-::::.' THICK = SHEET ALUMINUM ... - J, PARKING BY :: DISABLED ~ PERMIT ONLY / (TYPICAL) ~ .It / W~~d ~ ~ 5'-0' U I 5'-0" I 29'-0" 2" (TYPICAL), II 12'-0" ""111 _______H. ANDICAPPED. SIGNS-............ --' SEE INDEX NO. 119 "-- CONC. WALK .1 RAMP DOWN I. SfE INDEX NO. 109 ,.-6" WIDE TRAFFIC ~ BLUE STRIPE (TYPICAL) RAMP DOWN .. S E INDEX NO. 09 CONC. WALK - BLACK BORDER & LElTERS WHITE BACKGROUND 6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) - ~ TRAFFIC WHITE BLACK BORDER & LmERS WHITE BACKGROUND $255 FINE F.S. 318.14 O! 6" STROKE ALL LETTERS 1" SERIES "c" z ~ ;-tl !II q . o I <:n ~ G L.,t.. ------ IAld/\II \V1 n '~IV\II \V\lAI .~ ,..10'" 4,1 1 4 ... ..';.,.. ~ 10'-' \.-' :. I ". 10'-\'-' :. . ~~.. .." . ~~~...::..... .' : II' " ~./ ..... : :...~.. ',. . I I . 1111-111 :': :':Itllfr--~"~~H-:';Pcg~~~~ - _' l'. - _ '" WITH A SLIGHT RAISED WASH -111- ,.1 1 '... -III 1- APPROXIMATELY 1/2" ABOVE - , '.' I I," - O! LEVEL OF TURF/SOD. [j'""114 . L-I. , "l' , , . ". , ",,4 ",', "" -t 8" } 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE -..... 12'-0" O! NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. HANDICAPPED STALL DETAIL HANDICAPPED SIGN DETAIL NOT TO SCALE NOT TO SCALE I CONCRElE MASONRY WALL CONSTRUCllON NOTES: 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. 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 same 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.1. 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. 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. 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), 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 ~", 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. 6.) DROP PIN 1/2" dla. 18" long metal rod gate latch. Provide 3/4" dla. 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. 4 ,... GRADE 211 611 DUMPSTER ENCLOSURE DETAIL :"-bV- _L1 1/2" CLEAR CONCRETE PERIMffiR BEAM REINFORCED W/4 - #4 BARS CONT. ALL AROUND AND #2 STIRRUPS AT 12" NOT TO SCALE ASPHAL~~ ' CONCRETE _\ I 1811 I (0.15 ............. ....... A\ 'V SECTION 7$ 5.0' 7.5' ~~ ~~ 4 / / <0" ::"PE'''" ~ I> · Jlt,,- . . ("IAXIMUM) II) 6 ~ " " <1 N....... ~, ".4 ' 4 .4 A 12.~~$ ~f/ ~~ ~ 10'~2.0' ~#~. I ~ ~~~ ~49. ~ -I .~ ~ ~~ . 20:1.,:SLOPE -4 (M~MUM) 4 ""<1 '<1 I. ~ ~ , ( ~ TYPICAL HANDICAP RAMP DETAIL NOT TO SCALE TIE BEAM WITH 2-#5 REBAR CONTINUOUS ( 12' CLEARANCE MIN. "...-SWING GATE (TYP.) - I 1 , TOWNSHIP 29 EAST SOUTH, RANGE 15 eti- /' "., I' 36" '1 441 ~t ;.:.. i..~~.I' ... .. .,:.; ~... ~ < '/.F::f::,: ~~~.:;>.,1~ /i::'S: ~S ~ ~ ~ /~ ,17~ //~ ~0 ~%~~ ~ (% / / ~ ij'l18''l''h 1'/ ' / ,II': I/':~~ // /// ~ ~ W)//~S"U,/,'Z,B~~B/A t.;':'SE~ ~ 'l0~~~~~ ~~'l'/////7 'u/'n7'// 'l'//// 'l'.//////~ <1 <1#J " .~-7. X.~/ J NOTES: 1. ALL CONCRffi IS TO BE 3,000 P.S.1. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4, TOOL 1/2" RADIUS ALL EXPOSED EDGES. 36" VALLEY GUITER NOT TO SCALE 6" 24" 12" 12" ...JL It ~ ;~.h 9 .- ~;::~~.~ . ,". ..,,:','..'.....,,.i,,-:..,' '"' "' " "".-,' .',."~"".."~ m:\F;~/..:=...q~ ;.~;..~; U~.:~~.'tf~ BAS ~l ~~~~~- NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.1. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGES. 24" VALLEY CURB DETAIL NOT TO SCALE DIMENSIONS D X A G M SinCJle Pipe 4.63 4.92 5.50 6.08 S.S7 1.19' 1.21' 1.25' 1.29' 1.33' B C F E N " 2.27 2,36' 2,53' 2.70 2.87 4_n~' 5.03' 7.03'~ 9.03 11.03' 0 8' 9' 11 ' 13' 15' 4.09 6.315' 5.1 l' 7.4E' 7.18 ~ 9.71' 9.25 11.95 11.31'0 14.18' 2 -7" 2' -1 (1' 3'-5" 4'-3" 5' 1" 1,22' 1.41' 1.73' 2.00 1.?4 " 4:1 Slope " " ~ 1-#5 AT 4' CENTER " 6' DROP PIN (TYP. ) I - GRADE 14" It r.J. J r 8"J 6" ~ (~ "3000 P.S.I. CONCRETE SLAB WITH FIBER MESH REINFORCING - MONOLITHIC, MIN 6" THICKNESS, 6"X6"/ 10X10 W.W.F. 811X 16" CONCRETE FOOTING W/ 2- #5 REBAR (TYP.) ~ NOT TO SCALE 14'-8" r .-1- --:- I -1-:-l-~"7-:-I-I-.l I rl- -p -0- --, I I '- 6" DIA. STEEL 1 I . I g;) BOLLARDS, CONC. I I .h:) FILLED, PER CITY OF A. . I IIJ Vl CLEARWATER ;,. . \.II 10'-8"1 i I ~ STANDARDS (TYP.) :! II '--r" 1 (,) a.. 0:: +' . 48" I 1 ~ ~ ~ 1 MAX I. 12' .1 1 I CLEARANCE MIN, 1 r-+.. 00 I I I'\~:SWING GATE 4' I I (TYP.) MIN. I I L! L__ ---- .:. t. INVERTED CROWN PAVT~~ ./...-- 1/211 MORTAR 4811 -./ ON INSIDE 32" /"6" / LOCAL DEPRESSI~ ./ r '. -- I~_. ~/-I?IIX 211 ANGLE IRON · I(jjL GROUTElJ IN ";-\ PERIMETER BEAM · '. .. :., PRE -CAST UNIT OR , . CAST IN PLACE PER . PINELLAS COUNTY SPECIFICATIONS '--PROFILE GRADE - 2"x 2" ANGLE IRON 6" " GROUTED IN PERIMti~ BEAM ...... I I " . 4l - l222 .-:' MINIMUM INSIOE -----.. ~ '. ~l DIMENSION AT BASE............. I , 3'-9"x 2'-811 (10 S.F.) ~ 6"x 611 #10~~.I'~~ WIRE MESH . . ' " ~ ~,.. . "~' I Co = - 1511 (:) ;.. -.t' N ~ I.&J J~ PIPE . ' ' , v . <'II ~ ".. " ~II ALL AROUND ""- - . ..'" , :'." '", """ I--;J ,'..... ',. ' .--.:.l Co I 2' -11 3/8" x 2' -3 5/811 STEEL--l:::::.- GRATE TYPE IIC" AS MANUFACTURED BY U.S. FOUNDRY CORP. (#6617) OR APPROVED EQUAL I ~~ < ;; - PLAN ,. '" 8" 5~1I o-1~" , .:' .... . -"4 .... ~ ..... " "- " " ' " ',. SECTION NOTE: ALL CONCRffi TO BE 3,000 P.S.I. n ~ DROP INLET NOT TO SCALE EQUAL PANELS 6' -6" MAX. -==:::::- ! TOP OF RETAINING CURB SECTION HANDRAIL DETAIL NOT TO SCALE I 1 --~ , ,;l CORSELl .. ... . . . . '., ..i' . 4l" ..', ."~ . ~ . ,,!', .. '. , .' .:.~ o II DROP PIN ~ HOLE (TYP.)) ~ NOT TO SCALE 2' SLOPE: 3/4" / FT. MAX. .," .. =!!; or' Cl HANDRAIL ,,, , ~ ~ / \.~' l7/811 DIA. HOLE ~LUMINUM It 8"x6I1x1/2" ALLOY 6061 - T6 BASEPLATE NOTES: 1. ALL CONCRffi IS TO BE 3,000 P.S.I. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/211 RADIUS ALL EXPOSED EDGES. 5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED. 6. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT FIELD SURVEY. lYPlCAL SIDEWALK DETAIL NOT TO SCALE INDEX OF DRAWINGS SHEET No DESCRIPTION 1. ----------- COVER SH EET 2. -----------LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3. ----------- PAVING AND DRAINAGE PLAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. -----------LANDSCAPE PRESERVATION PLAN ~Sod/ . I' ,I in --1/Beveled Or Round Come", ~ i~ rr .~ ~--- ~ ~ c VI " , iq ~ 1~11\ IJ I~ , Concrete Slab, 3" Or 5t thick. Reinforced With wwF 8x8-WI.4xWI.4 '---- in TOP VIEW-SINGLE PIPE SI 5- Ge,,&ro,oPe VOt1i Note. :: See 3" Or 5,t ~~' ''''2 Deepen Around Outside Edge Of Pipe For 5 . Slab ~ - ~ ", ."., .", '"' ":"" ft,. "1 \ 'AV C "-Concrete Pipe, A c Connector.... ~ c :JISadd:'_~IlF__ Side Ditch Grade, Paid For As Pipe Culvert 2 ..-- Not Less Than D J$I!i.: I fc( Unles~o ~~Indv. ih,:l~ineer 14 Bar- L~. E . I 5' Sod F (Pipe To Be Included Under Unit Price For MItered End Section) SECTION -Slope: 4:1 Miter: To I Pipe For flpes 18" And Smaller. 2:1 For Pipe. 24' And Larger, 2:1 Miter: To I Pipe For Pipes 18" And Smaller, 1:1 For Pipes 24" And Larger. MITERED END SECTION NOT TO SCALE 2' I 5' SLOPE: 3/4" / FT. ! SLOPE: 1/4" / FT. \1I..J..._.. < </":' :.:;~~,~;;,~",:.:~:,/;.: / ~;~.~'.~:: >>.~,\:.;,.>;~ MAX. J ;.. 2 4/7 /03 PER CITY OF CLEARWATER REQUEST 1 12/3/02 PER PINELLAS COUNTY REQUEST No. DATE REVISIONS RRD "'IW I ~ RLG ~ I~ DRN. CKD.APP OEM PARUiERSHIP BELCHER ROAD AND CALUMET ,STREET PAVING AND DRAINAGE DETAILS: .~'~~/~\ CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, L.LC. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 PINELlAS COUNTY ""'< <' ,. '. "!.,' DATE: OCT. 9, 2002 APPROVEDBy:r'i~~,>..-:";, ,: ) . , .~ ". ,: ,.,;>,.' ..... v DES.: T.G. Radcliffe , _ '" 0 '[::::>.,\f::': '- .- . ' . . ",,' . ~., DRN.: DNC, """': ,:"''' , CKD,:" '.. SCALE: AS SHOWN JOB No. 23362 FLORIDA S.~~N .' T, ~'LLQVERAS FL ENG1NEtR'.s :UCENSt, No. PE 8508 FL SURvEY~,4c', ','MP.p,ER'UCENSE No. LS 1762 SHEET 8 OF ~) a . ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. - SURVEYORS - #LB 0000208 PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 1 CONSTRUCTION PLANS JOB No. 23362 Pick Hole to .... , .... .... 1-1/4" 117 Required Non Skid Pattern Required AT TERMINAL MANHOLE SOLID COVER ~ ~ ''N I"') Ill: I 22-3/4" I ~ 0 ~~I MACHINED SURFACE SQUARE BOTTOM PERMITTED PLAN SEE INDEX NO. 301 SOLID COVER SECTION MINIMUM WEIGHT 128 LBS. CLAY BRICK MASONARY ~ lD J: b Ii: w Cl BRICK 8" 2' JOINT IN "0" PIPE ENTRY 12" TYPICAL 1/2" CEMENT PLASTER 5/8" MIN. 4 REQUIRED RING - HALF PLAN 'N Il: o ~ , I"') I .... 36" ~t SECTION A-A CROWN OF DROP PIPE SHALL MATCH CROWN OF OUTFALL PIPE FOR OUTFALL PIPES OF 10" OR LARGER, en Il: o ;:.... --r A SHALLOW 0'- 4' 2'-6" STANDARD 4. l' - 6' 3' -6" DEEP 6.1'- 10' 3'-6" DEEP 10.1'- 14' 3'-6" B C D E F G 4' MAX 3'-6" 24" MAX 8" #3 AT 12" E.W. 6' MAX 4' 30" MAX 8" #5 AT 10" E.W. 7' 10' 4' 36" MAX 12" #5 AT 10" E.W. 7' 14' 5' 36" MAX 12" #5 AT 10" E.W. 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. NOTES: 1. ALL CONCRETE TO BE 3000 P.S.1. 2. P.V.C. PIPE ENTRY REQUIRES MANHOLE ADAPTER COUPLING BY FLO CONTROL INC., OR APPROVED WATER STOP COUPLING. 3. MANHOLES SHALL HAVE A WATER PROOF BITUMINOUS COATING ON THE EXTERIOR & INTERIOR. KOPPERS BITUMASTIC BLACK SOLUTION 300M. OR PROCO EP-214. STANDARD FRAME AND COVER DETAIL STANDARD MANHOLE DETAIL NOT TO SCALE NOT TO SCALE 60 60 59 -- 59 -t .~._. ,- .--., -- 58 --MH, .,~o. 2 58 -- 57 MH No. 3- . 57 'PLUGINV. - 45.55--- / RIM..EL., == .50.38 -- f--- -- --- I-- 56 ".- 'too, 7- RiM "'EC-";;--S(j":S3- -,- -./ 56 55 55 54 \ L -- ~-- -, MH No. 1 54 \ -- - 53 / --- -- , -- /" ~IM 'EL. 48.7- 1---- ,--~ 52 \ / / / - -~ 51 \ , / --1-- - - /.. / 51 50 \ V 50 49 ---.-- --- / 49 -- \ ----- 1---- - - 48 48 \ - - - 47 -- 47 '- \. 46 - -- -- -. 46 45 ~ 45 44 /. \ fT ~ t-- - J 44 -- - - -- - 43 / \ ,~ .. ,po .. / '" /' """'\.. ---~ ,- ---- 42 / 11"11 . .... ;v.w / ~ INV. S.E..:: 44.79 / " ---~ ~. -- , I~. . . I -,- ---- .1!-, 44.08// \. ....\" r AA nc ,........11 / INV. W. - 45.50--- -- --7 -,_.- !-"----",- -. N.W.= -- --" ,.... .... . ....- 40 40 I I 44.84--1- ." 39 39 INV. W. = --- ----.--- - .- 38 5 LF 6" P.V.C. 38 "1- ~t'8" -J . - --- 37 0 1.04'; GR.- ....... -178 37 - - 123 -, LF 8" P.V.C. -- ----- -. 36 '- P.V.C. 36 ~I:\ -,0 0.1'0" . G~. 0 q.40". ~R. 3fi SANITARY SEWER PROFILE SCALE : VERT. 1" = 5' HORIZ. 1" = 50' THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. LAST lWO(2) JOINTS ON A DEAD END RUN (MIN. 36') 7. LAST lWO(2) JOINTS ON A HYDRANT RUNOUT (MIN. 36') I---- L ----l ~ MEGAlUG RESTRAINER (lYP.) L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (FT.) NOM. ELBOWS (DEG.) VALVE PIPE TEES NOTE: SIZE 11.2 22.50 45 90 THRUST RESTRAINT AT FITTINGS AND VALVES 4 3 5 8 12 9 SHALL BE BY USE OF EBBA IRON MEGALUG 4 6 10 15 11 RESTRAINERS. THRUST RESTRAINT BETWEEN 6 PIPE JOINTS SHALL BE BY EBBA IRON 8 4 7 13 20 14 SERIES 1500 RESTRAINERS. 10 5 9 15 25 18 12 6 10 17 29 21 RESTRAINED JOINT DETAIL NOT TO SCALE o 0 TOP VIEW WATER METER CONNECTION APPROVED BACK FLOW PREVENTION DEVICE * / / FORD REGULATOR ADAPTOR FORD ANGLE VALVE (TYP.) Il: W :::E o lnw :::lQ U(J) FLOW .. ~ METER NOTE: DEVICE MUST BE INSTALLED LEVEL Zw <Q :::E(J) * APPROVED R.P. DEVICES HERSEY-BEECO MODEL FRP " WATTS MODEL 909 OR 009 CONBRACO 40200 12" ~ * APPROVED DOUBLE-CHECK VALVES HERSEY-BEECO MODEL FOC WATTS MODEL 709 OR 007 CONBRACO 40100 lYPICAL SINGLE DEVICE 3/4" AND 1" MODELS METER DETAIL NOT TO SCALE ONLY APPROVED Q) c: Kennedy Guardian No. K-81A Muller Centurion No. A-423 U.S. Pipe Metropolitan ~ ~ '/ Max. 15' - Min. 4' Back of Curb or Edge of Pavement 18" Min. 24" Max. Distance Varies . / Valve Box c: ::E , (0 I N I Mech. Joint Valve lYPlCAL FIRE HYDRANT SETIlNG NOT TO SCALE SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST 2" 2" GALVANIZED 2" CORPORATION ~ TAPPING SADDLE ECLIPSE NO. 85-B BLOW-OFF ASSY. INCLUDING LOCKABLE CAST IRON BOX WATER MAIN RESTAINER PLUG PER DETAIL NO. 403 2" BRASS 211 BRASS NOT TO SCALE STOP LESS CHECK MUELLER H14350 WITH LOCK WING AND COMPRESSION INLET OR APPROVED EQUAL 90' BEND TEMPORARY/PERMANENT BLOW-OFF AND GATE VALVE DETAIL THREADED CORPORATION STOP MUELLER H 15008 OR APPROVED EQUAL ( TAP AT 450 ANGLE ) SADDLE REQUIRED ON 4" P.V.C. ONLY SADDLE SHALL HAVE DOUBLE STAINLESS STEEL STRAPS WITH EPOXY COATED DUCTILE IRON BODY. . . WATER SERVICE TUBING DRISCOPIPE 5100 OR ENDOT/YARDLEY BLUE JET, SDR 9, 3408 POLYETHYLENE W WATER MAIN lYPlCAL CHLORINATION POINT OEM PARTNERSHIP BELCHER ROAD AND CALUMET1iSTRE:ET WATER AND SANITARY SEWER. DETAt.~~~, .. ~ ,'_' . ,. '. I . ~,.' . _,' ,. ,<. :.: -,~I.t'.. l>,~...."'" PINELlAS COUNTY',.:,',",',' 'pi ' I..... /,.; '~ DATE: OCT. 9, 2002 APPROVED_~13Y:+: j__ \.;_~_'. '.''': DES.: T.G. Radcliffe '_' DRN.: DNC, WTS , ,.~... :;/0: : CKD.: ~ SCALE: AS SHOWN JOB No. 23362 CLEARWATER PREPARED FOR: MR. MARK KLEIN MANAGING PARTNER BELCAL PROPERTIES, LL.C. 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 2 9 23 03 1 4 7 03 No. DATE INDEX OF DRAWINGS SHEET No DESCRIPTION NOTES: 1. Steamer Connection to Face Street. 2. All Fire Hydrants to have 5 1/4" Valve Seat. 3. Fire Hydrants Shall be Placed at Street Corners or in the R.O.W. Adjacent to Side Lot lines Whenever Possible. 4. See Sheet 3 for Typical Connections & Fittings. 1. ----------- COVER SHEET 2. -----------LAYOUT PLAN, TREE SURVEY AND EROSION CONTROL PLAN 3, ----------- PAVING AND DRAINAGE PlAN 4. ----------- WATER AND SANITARY SEWER PLAN 5. ----------- MAINTENANCE OF TRAFFIC AND DRIVEWAY CONNECTION DETAILS 6. ----------- DETENTION AREA PLAN AND DETAILS 7.-----------LANDSCAPE PLAN 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 11. -----------LANDSCAPE PRESERVATION PLAN NOT TO SCALE PER OWNER'S REQUIREMENTS PER CITY OF CLEARWATER REQUEST REVISIONS FLORIDA S'. ~"" Mtl ,'f,''lLOVE:RA\S'' FL ENGIN~E~S; .UG~NS~ "Ntj' 'oPE 8508 FL SURVE:,Y0R '&: MAPPE~. ~t . E No. LS 1762 BAUR & STEVENS SgET LLOVERAS ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. CONSTRUCTION PLANS PLANNERS OF Fax: (727) 784-8153 1 1 CLEARWATER, FLORIDA 33761 JOB No. 23362