The URL can be used to link to this page

FLS00-03-16 FLS 00-03-16 LAURA STREET TOWNHOMES 900 LAURA STREET . "V' .- ~~~. f1,tCt<-<- U/~ ~ :4;}~ . ~{ q;t, rozY~/~'~ ::L 7 A-IJrz. u Y ~Jwl . ~ ~/S7. ~.,' ~.4- .0U-'2- n:, ~ . ~ ~~ (~ /h o-z.rn-.~ ~ --Let-<-.'-e ' (- fI -., / ~~..~ _~ vuJ-(? ~ ~~~ 60c~' .. ~~. tv~<<7~ RECENEO ~?R ~ 7 'L""~ r EPAR1MEN1 p\.ANN\N~C~E.AR\N;\lEH erN OF STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this d- rr-; day of Apl2. L' / , j;{)() If personally appeared {)J I //;1.11-1 J../i zaR.WY Dl1bs 9d.s:1s-Lf7/ -U who having been first duly sworn deposes and says that&she fully understands the contents of the affidavtt that he/she signed. ... .' 'i Sworn to and subscribed before me this ~ 7 day of r-tPR.L L ,dOO. ~bW (~ rYJ Notary Public 1-8 ~JCO'S: My Commission Expires: t1 SHERRY L. WATKINS COMMISSION' CC99U90 MUC EXI'IRES JAN 08 2005 _(JII &ONDEO 1ItlOUGH I.tl\IANTAGE NOTAIY Contractor Affidavil.doc ~~S'r .- -ro'~~6: ~~. tAr 1 ~4~. f[LCt<<, U/~ 2' Ai . . ~ ~I-.,z,~ c:L 7 /f-IJ rL cJ Y ~J-w I ~ p{./J7 '€~. . 'M~ {]UJL 10 ~ . d~~ ~ ~ ~~ ~<'-e/' v1/t~7r ~ _~ tA.J~-'4 ~~-V'-"l U(9C~' .' ~#~. ?u~J<~~~ RECE\'JEO R 'I.. '1 'L\}\}'\ ~\' ~1 cp~'?J'~e , f\.tl",\~G O~t\R\N~"E.R pV"' 1'V OF Cl- C\\ \ STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this d- ~ day of /Jp12 L' / , c){)O J-j personally appeared /)J; 11I/J1-1 t..A zaR.L-WY Dltlo5 9dS:1S-'f7/-D who having been first duly sworn deposes and says tha~she fully understands the contents of the affidav~ that he/she signed. ." . ,/ Sworn to and subscribed before me this d 7 day of -HPR L L ,dO 07:.. . ~bVv'!jdP!Jin~ 8 J. CO S Notary Public My Commission Expires: I - .. ---- -- tv SHERRY l. WATKINS COMMISSION , ~90 MUll EXPIlES JAN 08 2005 ....lI' BONDED 1ltIOUGH ADVANTAGE NOTAIY <7bo L..fNt:A Sr; A Contractor Affldavit.doc , LEGAL DESCRIPTION TRACT 1: THE SOUTH SIXlY FEET (S60') OF THE SOUTH ONE HUNDRED FIFTY FEET (S 150') OF THE NORTH FOUR HUNDRED EIGHlY-EIGHT (N488') FEET OF THE EAST ONE HUNDRED FIFTY FEET (E150') OF THE WEST FIVE HUNDRED SEVENlY FEET (W570') OF THE NORTHWEST ONE QUARTER (NW1/4) OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST. TRACT 2: BEGIN 450 FEET EAST AND 488 FEET SOUTH OF THE NORTHWEST CORNER OF NORTHWEST QUARTER (NW1/4) OF NORTHWEST QUARTER (NW1/4) OF SECTION 15, TOWNSHIP 29 SOUTH RANGE 15 EAST FOR POINT OF BEGINNING; FROM POB THUS ESTABUSHED RUN THENCE EAST 120 FEET; THENCE SOUTH 56 FEET; THENCE WEST 120 FEET; THENCE NORTH 56 FEET TO THE P.O.B. TRACT 3: SOUTH 44 FEET OF NORTH 588 FEET OF EAST 120 FEET OF WEST 570 FEET OF NORTHWEST QUARTER (NW1/4) OF NORTHWEST QUARTER (NW1/4) SECllON 15. TOWNSHIP 29 SOUTH, RANGE 15 EAST. SUBJECT TO ANY EXISTING ROAD RIGHTS OF WAY. TOGETHER WITH: A TRACT OF LAND IN THE NW QUARTER OF mE NW QUARTER OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, DESCRIBED AS FOLLOWS: BEGIN 420.00 FEET EAST OF THE NW CORNER OF THE NW QUARTER OF THE NW QUARTER OF SECTION 15, TOWNSHIP 29 SOUTH. RANGE 15 EAST. AND RUN THENCE SOUTH A DISTANCE OF 338.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 90.00 FEET, RUN THENCE EAST 150.00 FEET, RUN THENCE NORTH 90.00 FEET, RUN THENCE WEST 150.00 FEET TO THE POINT OF BEGINNING. All OF THE ABOVE CONTAINING 0.7274 ACRES MORE OR LESS FLOOD ZONE INFORMATION o o o :"\.J J:) ~ :D .n :T1 .... THE SITE APPEARS TO BE IN FLOOD ZONE .X., ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNllY PANEL NUMBER 125096-0015-0. DATED AUGUST 19,1991. .n ::::> c: to -;l Cl Q.) ~ THE INFORMATION CONTAINED WITHIN THESE DRAWINGS REGARDING EXISTING SITE CONDITIONS TAKEN FROM A SIGNED AND SEALED SURVEY BY DANIEL D. FERRANS, PLS #3885, DATED 07/16/98 ::n ):: :::J ii > :l .J .- D 1'1 o n .... L .... ::l :( .:l :( ~ ~ ~ j :-, ,.. ~r SECTION 15 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARW A TER PINELLAS COUNTY, FLORIDA .. j '\ " l- t x ( I! -: 1 T~" ,t~, I j 1[1 . ./, , ,......"..1." \: J1 I' 1.Yt, >+,LI -<ci:.,.J. .-J'.... ~ ,..1.. 2......I.!,1 U. II' ~> '(jJ; , '('....-,... I I t~i.;~po 1::'::' 'j I - - II, : I ~ I, J j ~ . ..'- r f:~~'::' 0, I,..'.,... P61NJ w > <t en W " ':.;.J :J U cr W I w",' 'r 0'" cr." : I ~ JI SITE: DATA EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED ZONING: UC(E) UC(E) UC(E) - ---'- -- ----.---------- , - LAND USE: URBAN CENTER DISTRICT URBAN CENTER DISTRICT URBAN CENTER DISTRICT - f----. -- ----....------. .-.---------- 1---- "'-"-- -------'--...------- USAGE: VACANT TOWNHOMES TOWNHOMES - - -- -- 0.7274 AC. 0.7918 AC. 0.7918 AC. LOT AREA: 31686 S.F. 34492 S.F. 34492 S.F. - .--- - . --- BUILDING COVERAGE: 9846 S.F. 9846 S.F. (S.F. & % OF GROSS SITE) 0 28.5% 28.5% - ----- _.._---- .------. .- ------. GROSS FLOOR AREA (S.F.): 29538 S.F. 29538 S.F. F.A.R.: 0 0.86 0.86 3.0 MAX. --------------------.. ~ 1-----------,--- -....---.--..-..----- FRONT: 0 30.5' 30.5' 0 -, --. --"- ----.----,-. - SETBACKS: SIDE: 0 6' 6' 0 -------------,_. ---'~----'--,-.---._,_._----.._- ..__.._------<_..-........_~-----,---_......_-, _.._---'-----_.---"'.~._--- .._-"->'..-...._.-........_"'...._..._-~----._._.. REAR: 0 - - 0 ---, "- - .._------.......~._. .------------------ -------------- '------------ HEIGHT: 0 26' - 8" 26' - 8" 150' MAX. i--- -.-- ---------.----- -----------,----- ----------------- ---'_._-------,-- PAVED VEHICULAR USE AREA: (V.U.A.) 0 8438 S.F. 8438 S.F. - -- --- -1------------- ------ IMPERVIOUS SURFACE RATIO: 19589 S.F. 19589 S.F. (I.S.R.) 0 0.57 0.57 - --- ----~'--------_._._._--_.. ~------. -_.---._----~-- ---..--------~ ...----- _...""_._---_.._~_.. OPEN SPACE: 31686 S.F. 14903 S.F. 14903 S.F. (S.F. &: % OF GROSS SITE) 100% 43.2% 43.2% - . ---------- - - ----- .- - PARKING LOT INTERIOR LANDSCAPING: 2200 S.F. 2200 S.F. (S.F. & % OF V.U.A.) 0 15.65% 15.65% - ----- .- --- - - -- - - PARKING: 0 18 SPACES 18 SPACES 18 SPACES '---. -- -- -,--- '---------- ---- . --- ~-------~ PARKING CALCULATIONS: 1 SPACE PER UNIT = 18 UNITS = 18 SPACES REQUIRED REQUIRED PARKING PROVIDED BY GARAGE. -~-~~'-..--. -"-"~---..........~~---- -.......-.-.-.---_____~...-_.._4__.~___~_____,_._ __~___.._.__ LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER NEW STORM SEWER c:P (). " x .1~''''1!I114'~''''I..Il..mllllll':~IIlll~I'h..~lItlUl_l 1 0 11W'....IlIlIlll/lIO"IIUllIIlllIIIll.. +10.00 -----10---- --------.....- / ------- NEW UNDERDRAIN EXIST. SAN. SEWER I......................., ..'--,-1_1_1_1_'.... NEW SAN. SEWER .'.1.1.'.'.1.'. EXIST. WATER SERVICE ------.-.-.------ NEW WATER SERVICE ................. NEW INLET . e NEW SAN. MANHOLE NEW CLEAN-OUT(C.O.) NEW BUILDING AREA C.O. .'.'.I-fj}liI.I.I. I. NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION OF NEW UTILllY TO EXIST. 4 M B.F.P.D. F.H.A. F.D.C. T.B.O. T.&V. METER BACK FLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE ., TREE LEGEND ",;i;: tI EX. OAK @ EX. PALM ~ TREES TO BE REMOVED '@~ / , / , ...... '.'oJ! "'f ' ~_:-JI .. ..'~ ~='Joj .....~.--- q bO Lo.v.>(fA S+ ,~~ ~";:l1' I'l. t.. ,'~",_ " "'.\;" \j; : INDEX OF SHEETS - C1.1 C1.2 C2.1 C3.1 C4.1 ~o I vt'1 ~, #' C5.1 .'~li ~,. ,.:.' /" I". .~ ... tI} ". ~ . III CD z =~ 9 00 ... cp "- .;( ~ " ... ~z &:Ie ~- o -~ A. ~a '^ 1'4 A Z bz .;( .. - ce X~ ... ~@ . ~z ~\I .. != .;( "1' '^ ... M ... Z ~z ... ~.:; t -- Z ~. 1'4~ o b. &:Ie ... - > Z 101.I 00 o ~ M I '^ ~ ~ A~ Z .= Z O. Z ~A ~ fa; ~ ZO A \I~ Z id .. .;( · fa ... Z.. ..'. . ::)~ ~~ = ~.. ~ O~ \I MU . -~--_.__._--------- -- c , I NES Comm.: 9836 I I Drawn By: I.B. I i i I -., Checked By: J.Y.I. I I I Issue Date: 01/05/00 J Revisions: No. Date Description /i / / 6 / / 6. j / 6 / / 6 / / 6 / / 6. j / 6 / / 6/ / 6 / / [). / / 6 j.f 6 / / ~ DESIGN/DEVELOPMENT ~ ~ <C C w .... - U) ..... - > - (.) U) I-U ~L . :c~ z ~ o l- I- LLlg LLI- D::~ I-ii U)~ IoU ~I :::>>Q:: :s~ ,I'.... ,..<'::~" "",-'"" , I: _ ~' " "" ,^^" .;>/,,, ~~ , ;. ":~:: l' ~ (3) ') t:;- ~~ ~ ~...~'\ /'o"'(/: ~ ',)" ". .,... ' " "'-/ ,'"\"J '" r')~'_j'lq"l"~~. .tr,'\-,j?'''' . .. /(,,() ',' .'\., v "J}jl~.DRAWING IS AN..Jt;LsTR\,1M!::Nr'.6$.s~R.YICi:.ANDI~fiI\ll REt,jA(N,n.1E PROPERlY OF THE /' ,,':;,' -~ ',.. E. NGINEER, AND SHAl,J:. ....N. .0..'. ' e...rs.to. QOC.~ flU.. f:JLlSHED' -Q~IJSE6IN. ANY... WAY WITHOUT ~.. . ~j(;,' . ."c: CONSENT OF T'UN~I ';}~':<. "'> /,@COPYKIGHT",1999;' ~OT PUBLISHED "" ~! .Ot:: _. {" q' . (,'~.~~.'" ~' : l) oJ: -i> /'" ,,'~"-~ . ~~' ,~~ .'~~~lk ~...(( COPIES 0 THESE PLI>...~tA.'.'f}E".'..'.,NP.' T. :-..V. N.i6'UNLESS ... EMBOSSED WITH THE ,~IG~~,\~9INE~~'S SEAL I ! I C1 1 ! I I . i i I I I S.W.F.W.M.D. "ROSION CONTROL NOTES WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTllY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT. THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILllY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES. PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS. DUMPSTER PADS, FENCE, HANDRAIL. CALVES, HYDRANTS. GUY WIRES. ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILllY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS. AS PROVIDED BY CHAPTERS 40D-4 & 4OD-40 FAC. CAN RESULT IN A PENALlY NOT TO EXCEED '10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. ,. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS. CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFlCATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT HAS BEEN ISSUED. WATER SYSTEM NOTES ,. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 IINCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C '50) AND ANSI A 21..3' (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, , 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C '04-7'). 4. ALL FITTINGS LARGER THAIN 2" SHALL BE DUCTILE IROIN CLASS 53 IN ACCORDANCE WITH AWWA C-" 0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-' 1 ,. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS '5FO AND MEET THE REQUIREMENTS OF SDR '8 IN ACCORDANCE WITH ASTM 0-224'. 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE lYPE JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTI LIlY AND FIRE MARSHALL. , O. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTlON. , ,. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. , 2. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. , 3. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILllY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. .3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED. AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. OF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILllY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM. I.E. GASOLINE, OIL. GREASE, CHEMICALS. ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL IN A PERMITTED FACILllY. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS: GRAVllY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS TH.A,N 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM '8 INCH SEPARATION CANNOT BE MAINTAINED, A SECTION OF DUCTILE IRON PIPE SHALL BE PLACED CENTERED ON THE POINT OF CROSSING FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF THE CROSSING. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS. PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS. PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD. STONE, ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION. PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANlY PERIOD. 4. SWALES. DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRlY (30) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. HORIZONTAL": SEPARATION BETWEEN PARALLEL LINES: A) GRAVllY SEWERS SHALL BE INSTALLED AT LEAST '0 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL MEASURED FROM EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 'O-FT SEPARATION, THE WATERMAIN 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 SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. B) FORCE MAINS SHALL BE INSTALLED AT LEAST '0 FT. HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. GRADING AND DRAINAGE NOTES ,. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK. PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING. SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PlANS. 4. PVC STORM PIPE, '2" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS. UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FlNISH. FILTER MEDIUM SPECIFICATIONS PAVING, GRADING. DRAINAGE TESTING AND INSPECTION REQUIREMENTS <:) <:) <:) C"\J rrl '<;t tri l!1 c'ri ....... ,. THE FILTER SAND SHALL BE HARMON BROTHERS 20/55. OR APPROVED EQUAL. APPROVED BY THE ENGINEER, AND MEET CURRENT SWFWMD AND D.E.P. RULES. THE FILTER SAND MUST BE WASHED (LESS THAN ONE PERCENT SILT, CLAY AND ORGANIC MATTER) AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; AN UNIFORMllY COEFFlCIENT OF '.5 OR GREATER, AND A PERMEABILllY RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILllY RATE OF THE FILTER SAND IS LESS THAN 0.'25 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED PRIOR TO PURCHASE AND/OR DELIVERY TO THE JOB SITE. 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATINIG THE APPLICABLE TESTING WITH THE SOilS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D 30.33, HAVE MINIMUM OF SIXTEEN (' 6) 3/8 INCH DIAMETER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM , 35' OF THE PIPE. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S). CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS. INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS ON ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. III <:) C rtl J '0 0) 3: 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. Q) 3 '0 C- O) > o u - w 0, CD 0'1 - Q.. - C'l <( U <( - U 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILllY SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL. CONSTRUCTIO" ".4 RIGHT OF WAY NOTES PAVING NOTES ,. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A '/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 97' -, 2. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE ('2) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 6" THICK, 3000 PSI CONCRETE, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSllY PER MSHTO T - 180. 1. ALL PROPOSED WORK MUST COMPLY WITH FDOT INDEX NO. 700. 2. ALL R.O.W. 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 CllY OF CLEARWATER LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THRU 650. 5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY. IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. 6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T -99(' 00%). 7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO '00% OF MAXIMUM DENSllY AND SODDED. 8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE. IN THE OPINION OF CllY OF CLEARWATER TRAFFIC ENGINEERING, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY CllY OF CLEARWATER TRAFFIC ENGINEERING. 9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. , O. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. , ,. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 12. SAW CUT EXISTING EDGE-OF -PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. , 3. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSllY AND SODDED. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILllY TO PERFORM A SURVEY (ACCOM PANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING B:UILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS. OF TEXTURE MATCHING ITS SURROUNDING. WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALllY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILllY TO PROTECT THE EXISTING BUILDING(S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD. DURING THE COURSE OF THE WORK. ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE. SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000. SDR 21. COLOR GREEN. WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE. PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C '50) AND ANSI A2' .5' (AWWA C 15'). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 2' .6. A 21.8. OR A 2' .51. 8. ALL SANITARY SEWER GRAVllY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY. THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILll't' FOR THEIR PREPARATION, CbMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURllY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNIING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION , 926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS - A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILllY OF THE CONTRACTOR TO ACCOMMODATE POSI1IVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. ,. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER F48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRAT10N TEST ON ALL GRAVllY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION MAXIMUM ALLOWABLE LEAKAGE RATE: '00 GPD PER IfICH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES OS THE CONTRACTOR'S RESPONSIBILllY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILllY. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING. ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGUlATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL. BE THE CONTRACTOR'S RESPONSIBILllY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TE:STING COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE. NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUIBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTILllY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AIND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES. SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. , O. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 1 ,. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. , 2. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY, STREETS. STORM SEWERS. WATERWAYS, AND EXISTING WETLANDS. .~ ... tJl ". GENERAL CONSTRUCTION NOTES ,. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS. ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES. STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTI LIlY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES. IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VlCINllY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. \t\) . .. II 8. IT IS THE CONTRACTOR'S RESPONSIBILllY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER. SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITIAL TO THE OWNER'S ENGINEER. , O. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES. AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS. THE CONTRACTOR'S NAME, STARTING DATE. PROJECTED SCHEDULE. AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER. OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ". BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 1 00% MAXIMUM DENSllY AS DETERMINED BY MSHTO T -99 , 2. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P,S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. , 3. ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS ~;::'ECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION OS TO BE ALLOWED. , 4. ILL DISTURBED AREAS WHICH ARE NOT TO BE SODDED. ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF ::RASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE 8E.EN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING. AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, L';-lTlL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. , 5. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING. THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY. AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT). FOR THE IMPROVEMENTS. AS REQUIRED BY THE F~GINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISFIED. , 6. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. , 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFElY. , 8. ALL SODDING. SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. z =t g 00 I- ''f <( ~" I- ~z ~ ~- o -~ A. .-- a V\ ,.. A Z bz <( .. - ~ xt I- :!@ . ~:z: ~~ ~ ~t; I.- _ III Z ~z Uot ~~ ~ -- z .--. O'bt ~ .:. - > z Uot 00 o ~ M I 11\ ~ " a'-- z .= Z o. z ~a <( ~- ... III ~ A. :z: 0 o ~~ Z III ... A .~ ..... ... III ... ~~ . :) ~ ~~ ~. 0:1 M" . I NES Comm.: 9836 I I ! i I Drawn By: -: I.B. I ! I ~ Checked By: J.V.I. I I ~ I Issue Date: 01/05/00 I Revisions: No. Date Description 6 / / 6 I / 6 / / 6 / / 6/ I 6 / / 6 / / 6 / / 6 / / 6 / / 6, / / L:L / / 6 / / ~ DESIGN/DEVELOPMENT ! U) Z 0 - ~ (.) - LL. - (.) W A- U) w I- - U) ....I - > - (.) , 9. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITIINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES. MANHOLE TOPS, WATER VALVES, WATER METERS. ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS. IF REQUIRED. 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER. SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS. SECTION , 25-8.3. LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R.. S.' 926.650. SUBPART p. INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURIlY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER. WATER LINES. FIRE LINES. ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILllY WORK PERFUMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILllY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL. STATE. AND LOCAL CODES. ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTIONS OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PlANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. /'-, 27. SIGNS. BUFFER WALLS & FENCES ARE:,.~8JECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RF.;~El.~ WRITTEN APPROVAL FROM THE ENGINEER. /" ". "">.. "'~,~,. -,,-~~~ ,i ",',il'~'.~'~) '>> , ':~~~ " ~, }/ 7 i. ,.~, ),,) I /<........, ~ I.,!'," ii? ....,'.' S:--", I,':~. I.)' ./,.8 ,~ /~~,~~ j' JZr .... ~~ l~ ~<- (;~~)( ~0 ~."~ .7f:;.:~:" ~~/c::~.,., ~,~. c";-:) ~" U) W ::E o :c z ~ o I- 1-<( We W- o:::~ I-~ U) a:," w ~~ ::)~ ::5~ I I --" {'f8i:t DRAWING IS AN INSTRUMENT OF. S~BYIQt. f~~.t. S~.' ~ R.'[MAIN.. '~!~PR9.PERTY OF THE . E~INEER. AND SHALL NOT .BE REP80DtJcw., PVBhJS!ltD': QR~SED' ,IN}..~.JIAY WITHOUT " E CONSENT OF THE ENGINEER. ,'.;'l'Z "', ;;;~.~"':;'I,\@C6PYRIGHT,,~ 99.9, NOT PUBLISHED . -" ,t -.- ' '}_ _ _~ ~ .' '.'~ C1 I I .21 I i i - o o o N r--. o ~ ....... ~ ....... I.D o c ro -:I '0 Cl.l 3:: en 3: '0 Cl.l ~ '...... U) - !.D ('T1 CO (J) - a. - o <( u <( - -$ I I S89'42'42'E (CAU 42002' NORTH LINE OF SECTION 15 ~ DREw STREET - (C.0J-) -T- I ~ -1- _A ---- w 00 (:) Vi o (:) Vl I I LJJ I =:) Z W > <[ I WI ~ I-I ~, >- L C-y I I I 1,...-----'_. I If) .~ z o .... f- U l.J Vl ~I w ~I ...J f-I Vl w :3 L-- I I 29.6 + I 1 ','(LV,....... _ _ .. 1 - - \ 1 j - ------ ----=== : 3\l:4~.. ~.. - -- :-r -- --- - - 3"""", 31.14 _t, - - ~-- +3186 ,;" :1 305 v,,, ---..- --- "!" RIMd2.24 29,6 '15 23" I ---- -' 38,93 1 3037 ~ 3050 ~O,71 @309 3 .90 ~i~9 50U \ b__ __,_ _1_ , 30.6 10,16 ___ -~,_" '~L~,_ -"- '-'0--' ,- , ---, - 1 ~~ 304 ,-", \ < I 9 5 I ----- -,. -:;)0'33 f' +2. 30.42 30,28 24""'-- 30,.3?_" -",-' r \.. "::;J I 3003 3025@3'OG,,_,'_,,-, -",-" 3:3~/0 0 'b+3119 \\....../~~J~ r----..5 r- 3160 : --"i--"'+ "\~" ~ D 3143 I "........... .,,-'" r-.. 29,95 /~, rt ' " 1 <'0' CL V303 31.00 _- -- -' '~ --",-'" ........-/1 29.84 , ' - o +2996 30lT ~ _.:::::-- II (0 31,81 31,73 I- I 302 ~ +'=::--6' c,\\O\ \()'3 as <1.:_---4.. __ . . . .. . · .. · ~ ---- -::::==-~~8 , 2:'S2.'( I 3: ..... - - -.\"" _ _29~ _____ .. .. . . . . · · · · \ _ _ - _ ~"31.49 ",---1,,)7'5 <\ 'Ii: '==---=- _ - - - - -= -=- - -...::- .-...... --. --.!tI · · · · · ~ -144 22' (F) '\ - - 31.46 F, ............ .' -....... ....... - - - - - F I I 127 - - - -------- LOT 1 +272 +2r9 1- RiM:2869 -\ INV E:26,77 INV 5:23.i5 INV N:2304 II~V W:23.00 291 + -E-' Cl. ~ > a:, +7.7,4 x ff'~- I ! EX, 8"VCP i ! -, -, -, -, -, -, -, -, -, -, -, -:t-iS-89042'4211 + -: 28,3 1 EXIST, 6" +215 2955 u I - 775-;( ~"0 3IC)(~0 0' @ - 13[0; - \ ::::; r\ \ o 3: 1 30.7 - ~ ! i ~",: ~. j '" ~l'"' L I 1-- 30~J71- - - _ +Y8"Q /294 ~6~ \ \ - c..o 28.4 29,2 + 17 0~4 __J x w )< LL j(s '2941 0 APPRDXIMA TE LDCATION- OF SEwER LINE PER CITY ATLAS I . II 'n' I '.J C w -..>>" h6 o _ 3133 ~0 3003 10" o )i;O,1 7" XEJ -j-> C OJ ~.) +286 +298 ,r.0 ~4 +3054 +27,6 ;~~ l_OT 14 W,F. HUGHEY'S SUB. P.B3 PG3 ~ c Q) 4- 28,4 +. II '27j 19.4" : . ' -- ! u. : I ~I : &>iuJ 9-~ LO ~-~ oll~ o-~ Z ; I I I ;,;~ -;:'11 J::' ""1 ~ -1@27,6 ;:: -.j., z 271 <111 +' (/) :i z " f= (/) x w "" Ln (\j leu ~..1 ~~ ..Y C I <) ____ 0 I~ +192 Z D f---1 (/) 3): (\j (\j W l~ <t rL --~ c o s: u E OJ > +28,7 12'.: ~'~, 0 ~ ~3 z 1O +29,6 (:J ~1 r---1 - -- -- -+- ---l: +27,4 Q ~ a~ -j (/)(]' "<!~ +29,6 +183 + 26.7 +30.65 r"- ~> +27,9 ,,_~ 2Q, o~_ '17S"" -- +18.7 Ln 2169 27,70 ~ ItS C.J P~l y U D _J ~ I I o D D ~-,,- <t r=Qct Ll 1 ~. + 19,7 +-' C Q) E 0) > o 0.. " rL '-/ 130.5 ~ u.+ -- ~Ij M C\I ...c Q lf1 o ~ +278 J,4" ~9B o +29,3 "- C) Ln \.0 (\j I -----i I -) +27,0 +-' o s: Q. [I) o 25.9 + +27,5 c, .. L' 89042/42f1v/CF) 26.9 +292 L.P, +30,38 (l 99999 t),ti':;ti'l ell/' r;:)" 999'7 '7 'V 'VVvUvI~q 11\~-J;" - 'V?' 'Y"V'V'Y??7tlV'V'Y'V'Y"7'Y P.O.B. 9 "l '7 >1 " 9 " 9 '7 9 '" 9 9 9 ':?, TRACT 2 , "7 7 9 9 " " '1 '1 '1 '1 '1 .. " f'~' 'Y'7"V'V'V'Y'V'il'Y'V"l"V'l'V\! ''V'7'Y\),'V'J'V'V'V'V'Vo;;t'i/\!'iJ + f",777'1"9"1';"""'1"<:J9'1"'''''''''''''79'''",'7,,' -"-'il "1J:t-" ',1--'+ '7 ~-\;Z.~ 1:~Q~V~~VV?~?QVq~1 "J v 'V 'V 'V 'V 'V 'V 'V 'V Q 'V 'V V^,> " " '7 '1 " " 9 '" '1 9 9 " '7 ?,j" _'if' +262 lv 'V 'V 'V 'V '7 'V V r; v 'V" 'V ~I . ~v9"7'1979'7,,,'7?'79"1'7'17"'1"'9",,99V? 7"""''''''''''7''''7<;?97?1 '1 'l 9 "1 .., 7 7 <; '" 9 9 "1 7 ':1....9 . "V 'V 'V 'Q 'v 'V 'V V " 'V \" "V 'V .Vr'\ r; \l '7 'V 'y 'V '1 '" v \l 'V "if W; v ,,'V \l '7 '1;'V.~/' 'V \J ,;" ,;V ,,;voq'V '7 'V\fJ;) r\l'::;\!?V 'V'V'V'V'V'l~ """<;9"9" ""'''7 > <;7""19"9"77, 7'7 ':> "'7'("9"'''l'''9979'' ' .,:= ~7'9'V~V'Y'V?'V<:)'V'V"7,,;v'V"V'V\l\l'VV?? ""',, CO ~.,9"1rV '7" '7" '7 '7" 7 'V '7'v" 9. 0 m."H<<>1:":9:<":9:9:">:'7:":"1~J. ~ '979'1'1'797<:17'1<:1"97 0 1~",'V,,"'V'V'V'V,;-i'V'g'V'V?'V'V'V'V'VV'V'l'V'VT;]'V'\ 0 "V 'V 'V 'V 'V '7 'V 'V 'V 'V 'V 'V 'V 'I. 0 ~ 'V 'V 'V 'V 'V 'Vv\l'il'il\l'V 'V 'V '77'vv'V9'VV'V'V\!\t'V7'l'. Z ,<:19'1"'''''199799'<199'1 '<1'1"7'<17'1999<:7'199"-- ~'V"'V"'V'V'V'V9'V'V'V'V~V' , 19 9 " 9 <;' " .. '" 11 " .. " '17 v 11 "I ~ vo/V'V'Vq,,~V'V~VV"?'V '\. 25,Il9 9 9 " 9 .. 9 '17 7 .. 9 " 'v '7 '" 7 +, 7" " 9 '" " " " >1 7 " 9 '1 9 7 "J " "9/9"""9""97""1" ~I ,'VV'Vvr;~'V7'V\l~~7'VV'V~ l 7Q9'V'VvV7~~97~v'V'I 9 r 0 V e )..",,7,,7777"""<:7"',,97"7"9/97""797"'" 7,5,.... d r i V e "7"'::,.,"9"",7,,7,,",,79"7",,",,99"7"7"9"" ''1,\''\1'1997''''9''''9'}:- _ _ ~ ~5.7S , 24,~ 9997' 7~::7:7:"':":":;:":": : 15''R.C P ~.~~ 250 21W~ ~Ir]~;;- ~ '~4-:r:f Pl'. ~254,IJ5-- --~--.=-~~,~ -- --;c. -~2244 9549~-~ -- 44 5B25-TIGRATE_'24 30 GRA TU4,35 24,9/"'24"51-25-,5,- INV S_2I.79 INV S,2197 24.44 /' ' :NV E, 2151 INV W,2190 /' INV /1,2150 @) r /' I R'M'2508,({ /,u /' ;:r n.: /' ~ ~~ 2509+/, N]' /' - /' /' /' /' /'. 2245.0674 2478 24.89 ~.73 :t==== 124,51 ~ 4,35 -" -,,,- "_..,_...-,,,-,,.-,, - "-' .-,..-.. -? "~4'3 P,p, CD +2751 () )( " I-L '../ C~ 6.4 ~>< 450,0' -- - - !:U_ ~_ \ I N13~1 ~ 3';- o 0; ~u I"" 1ft ---- F AREA TO BE VACATED UNPLATTED +186 "- 0' (\j ILn \j) I C\J ~ +268 I :J o 61 f-- U W/S5 L1- (/) D '" CL '" " L1- " +26.13 ..j-> c (1) E (1) > o 0.. 30" @19.1 13" ~90 +275 +28,2 +26,4 +29,98 ---1 26,01 +-' o s: Q. [I) o 25.99 6 @l (EX +30 26 30.00 _i ~~,~~- 305 6' chain link fence 31.4 \_ 30,86 I . l< .--==30T2~4164 31:)44 30,5 30,73 30,83 ~~~ib 30_83 _=-=-=- / .84 0.85 ----- 30.33 30. 6 0, +----- - ------ - 25,19 + - 25.12 I 2516 ~ - - ........ I 1 1 1 1 1 I , 1 ;:;\ @ 1 o I &; L- RII.h3091 I 25.76 0 8"V,C,P, I 4---'-- I ____ _ -+27,58 _ __ ~23 +_ - __ - I ----.308 ,1+ ': ,-, - 1 252'1 - 2976 30,58 101 3090 '. I I A U R A S rr R E1 E:1 rl1 LDI ;J- ,~I~:lN~ : RIM,2499 ..J" ~. -.J EX, 4" PVC WATER I i> I 1 iNY E;21.99 ~. _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ .. _ _ _ _ _ ... _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .... - - - - - - ... - - - - - - - - - .. - - - - ~ J!IWI - - - - iNV N8S:.21,89 CL =.--=.--=..: ,. ~.....-::~......=- ....-::.:.~'"""'::JImI ~---~ ---=~_:.lliIiilIII;::'" .-.~!~~~-- ~~'~:..vc........ :'--':~::JIWI.: .-..c.:~~ .-u:w::....-::.~ _-...-::~~-~ ~:~1~~?2~~93 30,70 ~I I oJ I INV W'_2~:r9 '24,69 ORA T[,2433 ~ 2447 '25.53 2721 28,81 29.96 L . ORATE,24,18 INV'222;~68 4,85 24:~ I -flli 1?68~ 128.43_ --.. ';~~~" -- -----==C--l?:d'Jc~~78 0'3 INV'7278-' '-~"_ 2 .50 L 2556 ,~28 ===l28.!9 2983 '000,. 3070 ':::.""::=I~~~r--'''''~;~T~~''- .. ...- ..~~... ~~-c"lrr'===--"'="'==-== .["\\1811- -.- -.- III 0 II I j' 30.54 '24~ ~ il I 1'!l P-< ~ ,:.:~ [", U) ~,~ O~ ~~ p~ U) _ _ N 8901.2'i2"W (F) ~ _ --~~-----~t~'ffl ~-- _ L~~ ~ - -=--_-__=.. -=- :::::_,-=_ _ - . 25,22 + 25,05 "25,04 I 25,05 25,091 I I asphalt pavement 4- 25,16 DEMOLITION NOTES LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILl1Y LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE: CONCRETE OJ m m m REMOVE CONCRETE DRIVEWAY APRON REMOVE CURBING TO THE NEAREST EXPANSION JOINT REMOVE/RELOCATE POWER POLE AND ASSOCIATED GUY WIRES. COORDINATE WITH FLORIDA POWER, G.T.E., AND ELECTRICAL CONSULTANT REMOVE TREE. 5 ALL CAVI1Y & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSI1Y. 6 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUN1Y. ~ ':>' ~ + HYDRANT "), '0' ~ + 1 SCALE: 1"=20' --I I I I i I I I 10 20 20 o 40 .~ ... tJ) en- ~ .. III II z ~t g 00 ... , "- ~ ..0 " ... ~z ~ ~- o -~ A. ~~ '^ '" A Z bz .( .. - ~ xt ... ~@ . ~% ..0'" ~ !~ .... W,' '^ ... M III Z ~z ..., ~.:; ~ -- Z ~. "'~ Obi ~ III - > Z "'" . co o 0- M , 11\ ..0 \J A ro- Z .= Z O. Z ~A j m; A. %0 Q "'~ z iiI .. ~ -m ..II %.. ... . :>>~ ~~ ... ~ > ~III V itS . I NES Comm.: 9836 i I Drawn By: I.B. I I I Checked By: J.Y.I. J Issue Date: 01/05/00 I Revisions: No. Date Description D _/, I 6 / I 6. I ! 6 I I 6 I I 6. j I 6 / I 6 I I 6 I I 6 I I 6 I I 6 j I 6 I I ~ DESIGN/DEVELOPMENT z :3 a.. LLI ..... - en z o - I- - ....I o :E LLI C -- :'. ',,", "',' : -~.~::' ,'_/ '. ' , .' THIS DRAWING IS AN INSTRUMENT :ot',.st;! 1~N~D:~~H~l,.L REMAiN- T~fE" PRQp'ER1Y OF THE ENGINEER, AND SHALL NOT BE REBR9pl.J,CE/ PUB.l;ISHf'D OR, USED ,IN: AN)'i. WAY WITHOUT THE CONSENT OF 1l1E ENGINEER. COPIES OF THESE PLANSll'h . 0'1+ VALID UNLESS EMBOSSED WITH THE,:;)~I.!.lNIN<:l' ENGINEER'S SEAL .j:!.,~..,.' U) w ::E o :c z 3: o l- I- W~ LLI- o::~ I-ii U)~ w ~!;( :)~ :3~ I - C2.1 o o o N Li1 ~ c'\j N .q. ...... Li1 o c ro J '0 <J) 3: en ~ '=' <J) ,..J ,.., rJ) ---- o ...., D '_'1 ---- 'J... /' Cl <:: U <:: ---- .$-- i I I I ~I CO' o Ui ~ , o o (/) I I I I I WI =:) z LJJ > <[ I WI .~ f,-I 0::::, >- L ,I Cy 1 I S89' 42' 42'E (CAU L r T 42002' ~- DREw STREET NORTH LINE OF SECTION 15 - (CAU -T ~ --1- -----------..----I- <? I I -- -- -- -- ....... c Q) E (j) > o Q.. j.. - ~~-$ - i ----- -- - t--- @3"-\-- ~-. -I 1--\ \---- I ~~ - -,~~~-,~-'''-'''-, __" __ ,,__,.--' ,_"I '" ". I .~4" 1-"'- " EDa~=brC)EXISTING @ -,,- - ,-" , ' PAVEMENT nDO NOT ENTER" SIGN V F~ I / / VALLEY CURB ' ~; : . /_/ ~ - I f \. -- --~ c-!S-89042'42l1E(F.~ ~~"I -...... ..,.,.,~......,..'...i,y/' ../\~ ~44.2-2'(F)~-,., - I '__ __~ _~ ~ T ~ to FOe .-.f ", '. .'5;('1/ .,'" '., ..' ." 'J~ ~ Dv I r i i _L.LL._._U.__U-_L_ U_ ~~_&', DO' LE'~A16:~~.jf.. 1;:::>-<1 I~ \\ I, _1..LI_L..I_I_LLL_L)!yw_,.,>"~ ),' ~ DUMPSTER " I " I L ii' ' , , ~I" L"C ..' , . 0\ I: =L._L~.~L!:'_~L3Li.!L - -. ~ -- 3' GATE '-6' WOOD _@\/;'))_pP~~~~_ i I:' I ' L I l I l : I - FENCE I i I .I-;-~i-I-II-t--I--I .Ji r-----/ ~--, -- -- - ---- -. - - I ~, Ll_ L.L I I_LLLL 1,'.{ ....;f -~ .,__L_L.I_'-._I_'._'_.L_L_Ll I: -. U_ LL l_ L l__ L. L l_ :<1" Ti ,.,~: :.,,' I l l_. L L_ L L l._ 1__ L L. L I II 1 L! i [ I I I ILL ""-; __ ... I I I I I I i I I I I 1 - F.F. El. 30.S-" ....'> ,.,.,. ;- F.F. El. 32.0-1--1 I! . L '--- L_,_ '-- L,._ '- L L _ ~ ~ II " ~,<:",,:..,., L L!, '-- ~. ~ ~ ~ ..- ..- L , : ,.. L L._ L,_ L._ L L L... L.. l. L _'. I,. J ~ ..,.:.d,:."...'. ,.' t;;<"';: . L L L L,_I L,I l L ~.l I I LL~' I '[ .Lt' 'L ~Llnl '" e:: ;',." ":'~'j'!!iN. .6cti.:;;, 'P' I -l--L' l" I L..--L-L'LI'.~-' ~ I ' I II I 1 ! _..,__l_.. 1.___ .-. .-'... ..,' '\1,"':, "CURB TYP;>,~ I -J:'''. -- -. -. ,.- ,_.1_ L..... l \ I : [~.k~-:il~~9~~t.l!):- ~\,f;',: ,'... .........:::: >:i',":~'" :=~.~.lEll.3~-:~C[i 1'9;\,.,!/: _ : !_,-LL~_Ll_LLL. LL -., -..-:::: r'J:,j: I_LLJ_Ll_L_L.I_L.l ~ ILL I I I . I : . L L 1 :',.'< .i i' L L ' 1 I LI ilL I ..../ _....J o ~! [- TOWNHOU8E~-- ~ ~ L ~..I ~ '.,~ 'it iM:"~'fl"...:.:.'. . ~'.IF'f'l Et. 'l3~~. L. I' ~ I(~/. I ro .-1 L- 'F.F. El. 29.S','-L I I I '.. \, cl-'i-II'-!-'L-'-~-L-'I-I- \ ' ~ ~! - _.L_;_ L L..LLL- '-,-.J A Ie" 1-:-1-:-1- ~"-:-'I ,..-,.- ___ I \ I 81 ~ i = C L.. L"I~~= L_l:"l_ L._ L_ L.. W1i' '.' <. ~.,';,!!:,.<.:;(j i i_ L L_ l._ !- i_ i_ L...l_.1_ L 1_, s....1 \ \ I 'I I -- [--"FL-. L_I.'-LL. 2lftl. L LL' LL. '. . .... ".' ~~tf~ .'~ ~ ~" ....1.......- L ~. ~. ~- !- ~ l_.I_ L ~- LI__ C \.\ I Z -~. .F. E ..v_ ",,< . . ., - -- F.F. El. 32.0-- - 0 ,) I -+.~LL~,L~~LL LLLL~ -, -..-:::::;; i I> .f \'\/; LL:-:--~~LL-~~-i-~- VI /,/ i f-:-i-, :-~--~:-, ' I -; .J -"ftc'. I ,....1 I i'-llili-~I- 0 II ...1__1._1,_ L..l_ L_ L_ L_ L_I-I)i~i'. .i;{~;; '. ;; 011" ')<~r,~; t'P ~. - L !_l_ L LI.J.. L_ L. U__l (--. I - -- --- ILL l L : L L l I I '.0 i\ <( I L 'L L I I I I I I I I I ~' 114. - -. - ,- - - L_ -' '", 0 ~ I. NEW 3 8TORY L- 1/; - - - -- _ L F.F. EL. 29.S_ L 1._ I . - - 1_ L . , , , ' , '. L l \ \ t I e-LLL_L_LLLL l_l.__iIII!"I' -. ~ .~. "\!i:;';X;;~! ~; LLTOWNHOU8ES_LI \ ILL ' I , L l 'LL I" '. " I L F F El 32 0 l l ~,cu: -I ""~;-~'I I-~' -Ii J A (f)~I: ,ii,./: ~! LL.l...!([=L~l.tC-i'=l \ l RAe TI J, t irt ~..- ~ ~ '~- t- [11/ _" ..L ,.';., ...... t'P i~t.. t ~- :-- t t ~-- t:-~.. ~-l ~ i LL~.F~-~~i'~;.~~+ f I.' ..~ ;;;;.;}~;~};.:~I - .. .f-F~.F. 'Et!32:()~[~ I j) I 1 Q' ~ l-- ~.. ~- :- ~ ~ 42.75' ,. -I, 1 5~4 ~j!~l~~,~;gq;~;;fjg'jql~ii~ ,.'m3 ~\. '- 1'- ~ 2.75 '~- ~ ~... i- I j 11 0' I .' .. I.=L :[L__L..l~:L__[=L~:I. CL i AI i. ",;';"t, 'j.';.>\ Ii, LL_i-"LL.l I :l::CI'l , 6' I · L=LL_l'=LL_LLL.C 11~0 :;>~!;;~i. :',', ~ ',;', ~ r I.=LtLLL.LttttL I [[ r.:: CFL~L ~L ~~~ i ';<~ 1:< 0.. i::'i;;:", ~.' "'-"( 1.-.',............ . [~~~ ~~"- !~~~,= C~ C ! 14' L_ L 1_ L_ L L_ L l_ L. L L T I ~,' '>. ;'r:X;';> I.,: I-l- L L L_ L L L. L L,_ L 6' L L_ L_ L l._ L l__ L.. L. L 1_-. L I, ,.', ';;, ........ ',..'.....,...,. _ L L L. L. L_ L L. L I... L.. I LLI ~' ~ I _.L.I_I_Ll_L-i_L. '__l_,-. I ,- Y'''' '1" ~ ~ -, ,,1- ,c.. ~,....c .., 1::--' LP I _LLl_LLLL.L LLU I -" >..I~'~~"'~' I .l...L. LL_Ll_L.Ll_LLI._L I L() I I) I _LLl_LLLLL LL.... ..6'. <c ~ .__ _LLLLLL_LLLL I ('t) I _, LF.F. EL. 28.S.L.. L L ;;,I:'i'; ~ .,.,".. ,'; ., _ L F.F. R. 32.0.. Ll._ I 0) _ _ ___ I _l,... U... L_L L..I_ L L._I_i(:~..;t . ;"':""!''c .;;'V;. _ L..l.,. L L.. U_ L. L.. U_ I ('t) 1.- LJ U_l_ L. L L Ll_" S?,' .... , W:::,',!J. ..',..... _l_ L_ L_l_ L,_ L l._ L L.I__ : C\I , 'I"~ ....." I I 'i ~i!, .....,.....i.,....'.r.r..~.',......::."..:,;...;.... a.. ....1 ';~:;;ji~1 .p' I . .... ...'.-..'. .L. - L L L~ L '__ L: L~ L l~ L: ! !:~. ~ ~ _l_L,LL_Ll_L_Ll_L_l_ I W ',. r"~~f~'." ,:'3 .0:; L L F.F'. n~ 32~0 L_ L I = I ~ j~f:,\ " .; 7a Q: I~I' !.- ~ ~- r L L L L L ~- I ~ I \\ I '.......,'......,.' ,,' ..:;/',.:....\:(" .....,. o I....,,\,;; L.._L':-,Ll_LLLl_ 1_ - _'"i'i." <" ....i. .... ..",..,., I I I' I I I I I r..1. \ _ - PDUL ,!/:,;'.' ~ ~~~27~~r11 liJ .'... .. .. \a!\;~I'i';t "'rl'~" ex) - 25 l r ~ I 'I:~ . Lo \ \ ....,..', 1\\ ':L r - - - - - """27 h..... f Jr \ I I l I ~ . /)') f~$: EL. 24.0 + ro 25 1 I ;'...,.>,'. V~EW 6" I / I I 1[\' 1 I---~ 1 I I ;, 1~1/I ~/ J!f I,! I 1 I RETENTION~ I 1 I ~.< I ( ./ ~El ENTION I 1 I r- NEW RETAINING WALL \ 151 8'1 34' N 18' 19. ' i.,: 8 5'1 8'r---- 36' ~18' 15'1! / l I I POND #1 .. I .:';\....f~!i:, 1 ~ PO~D #2'~1 i~' I \ 1 I I,,~,. ~l~~,~ 1 He RAMP r I A ...'.'.;.:.~i: / rtF-DOT INDEX 304 r ~p I "~;\r.,' ., . / I' , \._' II). _ _ Ki:J9:,_,.!{IV It-j) _ _ II) _ _ I ~ ~._~ :Ck----:-~in.-JiQb,..re"~ -- -------- --- 61 1..J A DR S rr R E E 11 EX 4" pvc WATER LD! /, LL \J LOT 1 L \~ '_"'-"'-'0-" \ . rt ':Q \-.../ 11_",-",_",_",_"'-1 RI"h3224 .--- rS:-:;-'':~l\ EX, HYDRANT ~--- __ --:;::::.-__ --------- (LOCATION APPROXIMATE) <_~e(\ce - - -- ~ \\(\ f") ---- 6' c,\\O\(\ \()3,0'3 (r . A ?''52.'[ \,175 "'- _/ C-'''-- rt ~ E E ------- l- I I I I --.-1 1 NOTE: COORDINATE WITH ENGINEERING FOR SIDEWALK ON GROVE STREET. r LOT 14 W,F, HUGHEY'S SUB, PB] PG,] r---- I ___ '__ .__J\ (____.... V .J' 2.0..: 0 ~._ --t I ---t- 1 If) ~ Z D >--< f- U W (/) ~I w 351 ...J t;)1 '...J :31 i-- I L.. I I 30,00 --y=-" 2 w '" Ln '(\J Q) u c (j) ij c o .c u +-> C leu ~ 1 0 _____.___ 0 .0 iVJ Ci.J E Z D I--~ (/) OJ 1O > r, ~f---1 > I--! C\J C\J I..LJ L..J <t 0.. o o. ~ -:L1 =:J (/) 0" I I ---~ I I I " 10.. \J Ln y -:c 6 L..J r::c; -l-"> L) 1-----' L-.J L=:J o r-i 1--.. '--' <T r.:r:l __J Q- -.J r-r-~ ...c: 4 ... o Iji \D C\J I -'----_.-j I 0... '-, ) :'::: o .c Q.. (/) o r 0:::: IJI o /--- 450,0' - -- UNPLATTED -'''-'''-'''-'''-'''-'''-'''-'''-'''-'''-' '-'''-'..-'''- ,,-;~, P.P. -l asphalt pavement I -----, f 1 \- , '. "- ()'\ I(\J I~ I (\..1 ,- ~ ....... c (j) E C) > o Q.. ~- U W u.. (/) D ........ 0:::: ....... .......u.. "" "- "- 6 ....... -------, I I o .c Q.. (/) o GR.4 TE,24.30 ':~v ,,21J9 IW E, 21,5; :NY W,21,50 R!M,24 }9 "'" + GRATE,24,18 'iN~.7'lI-"'- R'MdO,25 GRA TE,24.33 -='22~ ~. I c~r--~'~' .--:~~=_,~~~-:: ,,," .==-==, ~--=~==-~-==~_._.- NEW I CONC. DRIVE E~ U ~~ ~ ~~ [f) ~\;.~ O~ ~~ Q.,j rJ'J ~~ 1---" ~.".--"""" 7: ~ > -'!"~ '~J..~ ~ ~*~ o C) ~ v) RIMdO.99 RIMdO,98 .~ ... tii In' ~ ..- ~ . .. II z ;tt g 00 ... , \f -<( ~ " ... 'lit Z ~ 'lit- O -~ A I'- A. - r4I V\ Z e~ -<( .. - ~ xt ... ~@ . ~:E ~~ .... 00 ... -<( ~ V\ ... M III Z 'lItZ III 'lIt.:.i t -- Z I'- -<( r41t o e. ~ III - > Z III 00 o ~ "" . 11\ ~ " a I'- z ..= Z 0.. z ~a -<( ~- ... III ~ A. :EO Q ~~ Z III .. -<( -. ... :E... .... . :) ~ .... ~ ~ ~ ~~ \J "" \J . I I NES Comm.: 9836 I i I I Drawn By: I.B. I , I LCheCked By: J.V.I. I I Issue Date: 01/05/00 I Revisions: No. Date Description 6/ / 6 / / 6. / / 6. / / 6 / / [:;, I / 6 / / 6 / / 6. / ! 6 / / 6 I / 6 / / 6. / / ~ DESIGN/DEVELOPMENT I I I I i I ,',I i !" r EX_ HYDRANT / -.- ~ I U) W :E o :c z 3: o t- t-<( We w- o:::~ t-ii U)~ w ~!;c ::)~ ::5~ I I grove _~ __ _ --Jv ~ _ 1 I,;.drive =~==---=--,-,---------:'==--==--~ --:~~~--=;~~ "'=--':"Tr":~~~-=-:~-c~=-"-~=:?--- z :3 a.. w I- - U) C) Z - ~ ~ U) SCALE: 1"=20. 20 ,/5 I '"''''~.(I.,,,40 '-/t~~'~'\~ /'" ,,~. II: I, I o 10 20 ,'. ,I C3.1 't--- S89042'42'E (CAU w en o ~ .... o o o (/) I I I +L +27.2 +27.4 I I LJ I =:) Z l_u > <C I WI _J f.-I QC >-- 2:: I I ~ I I I I I 1---- _~2_~0~__ --t= -~/- V 27,69 If') .... z o H f- U ld (/) l:il ~I ..J 1-1 V) w :3 J 26:'r-,4--. 450,0' - -- UNPLATTED +2613 L- I I 30.00 NEW CONTROL STRUCTURE TOP EL. = 27.0 INV. EL. = 23.5 11' OF 12"x18" -1_ __ ~R: @ 13.6;~ - 77,5)( +27.4 +27,0 ....- o -C Q (/) o )( ~~-~--=-~- ,5.19 24.75 IS"R,CP ~""---aIlIlC.---~9~.----:-~.~ 24,54 +-- - 25.19 -+ - 25,12 + 2505 o o o ('\J 0'1 ....... 25,04 '24 78 124.67 ' 24,89 ~51 c'ri C\J ~ ....... 125,04 125.05 n o c ro -::l a OJ 3: asphalt pavement en 3: o J) i-J ..... () .... o r") o n -- ~ J t: ,) ~ <! I 25,16 ,-'''~, pp, 2509 + 25.16 420,02' (CAU ---r --/- ~ I I ? I I +29,6 LOT IS" .~ - 30.5 1 RIM~28,69 +275 j- LP -", /9.1 €-,"-'" "f'''-'' -" - 28 : + ' I I + - ! S- 89042'4211 '('F- 28,3+ 28 + 29,2 ~8.4 - - . +Y8" : 29.4 ~,6 . . : I I I : I . I j~ I I . , : 1 , I 1 I 1 I 1 , F.F. EL. 30.5 2941 ~EL. 30.5 +<76 +~.,I C. ~. u. ~ Co o --I, -l() 'C'""'I, 00' ~ Ld' bl~ o ~ Z : I I I ~279 28,4 L. 29.5 .Y C c o -c o EW 3 8TORY TOWNHOU8E8 +28,7 F.F. EL. 29.5 co I , , , 1 I I I 1 I 1 1 I I : I 2d i !27 I ,tLPI C 1/91, @216 ~, In: I I , I I 1 1 1 I I , I 1 F.F. EL. 28.5 F.F. EL. 29.5 26/ - 27,:;- -- 27.2 F.F. EL. 29.5 27.70 R A 1 +-' C Q) E (j) > o Q I I D 21.8 + ..;1!Jf.F. EL. 28.5 269 o ~ 25.9 + + F.F. EL. 28.5 /69 6.4 I -- I I" +' 8 f I l POOL ....- c Q) E Q) > o Q 26,01 ....- o -C Q (/) GRATE,24.30 INV 5,ZI'/9 !W E, 21.:, I INV W,2:S0 J ~,t ~I n. u ci ~ 2509+ +---- - 2525 R'M'2499 L ~473 r 435 0.. o cr. N GRATE,2433 - IW,Z225 I . , GRA TE,2418 ~t~8 IN17722,7'8-'-+2460'_. ~, , 2452 "(5, 2484 24,54 ~rr"" ,. ~ E- 12502 ~ ~ 24,53 . C/J r:r.~ O~ ~~ p~ UJ '2469 I '5']1 I I II 24,9~ 24411! NORTH LINE OF SECTION 15 ~- STREET - - - ---~---- -~-- -- ...~- '-.--..---.....--.-...-.- DRE\J ------.---- 15' 30 50 30'1' 1.27 ,.. -20,~~,. 30.42 3028 24" 30,25 @30,6 _" 3003 j ",_'" ...-"' + " ,,,-'''-;:::';': 29,95 15 '''~ Q. ~303 "--' I 29.84 -".-" 29,75 ~I o L() G r~ () ~29,96 RIDGELlNE v E 29,84 31.3 '0' @ I i310 31.31 F.F. EL. 32.0 Ii '0 30,9, I I 31.61 I ~ rb ~ I ",1 - ~ . F.F. EL 32.0 NEW 3 8TORY TOWNHOU8E8 F.F. EL. 32.0 Ln '.P. EL. 32.0 y U D _J r=q "JO" I I , I < I I I 1 , + .-- I I 1 -- F.F. EL. 32.0 + . +30,38 F.F. EL. 32.0 . II F.F. EL. 32.0 +268 26.4 +28.2 -1-2998 30" @29.1 +3026 -..-------+ f; ~'9 rt ---:.:--- -- --... ~.(ll -~ \z ,e(\C -- '''\ \\(\ C') t C\,\O\\ 3013 (r 31,8 6 ''52-'[ \0, 1'17'5' 42- _/ 1 ~~ +30,54 2 w " lfl C\J leu ~ I 0 -____ 0 I~ +' C OJ "3065 E:: OJ > o Q z o ~~ (/) 3 I-~ >C\J (U l-Li L.J <[ rL I--! H ~ --1 --.J (/)(]', ---1 -+-> -r:: :y:: C o !-- (.Li D l---=:J ~ 4~O:: --) ~ o lfl VJ C\J I ------1 o -..e: Q lf1 o '" Ll.. '-/ rL '" LL \J ,- :J , (J'\ C\J I LJ) 'v) I ru - - - ---.-- -- --- - I -I I 6 ,305 ,<6~_ch.ajn,~~t~/~~~ 314 314J]30'86 30 56 30.73 0.83 ;~:I .3083 _' . ,,/ 0,85 -'-'. '~6 ~81984 ,10.33 30~ I --___~~9...-~.=~__ 21:69 - 25.22 28,74 "" 2785 28 US-' , -, ~col'-'-' '<;j- l.O ,2907 2E:W "2T37 26.96 49' OF 12"x1S" ERCP @ 0.0% 25.76 I 27,58 -+ 2923 1 , 29.16 1" EX 4" P"/C 'Nil TER A u R A s rr R E E 25.53 .J5!5 2721 ~~5.________ .~28 " -"""'-"'_T" ' I 30,58 o! o --jO.91 ci 1+30,90 L[) I ++ + RIMd2,24 EX, HYDF~ANT ----'\ 3161 (LOCATION APPROXIMATE) 173 ..- ~~ ~ f--7 ~~ ~ > -~ ~ ~ o o co (EX -.- f1D RI~"3099 + R IMdO, 98 HYDRANT C 4'-O"Min. #4,6 O.C./E.W. Cold Joint ..... .t-' F.l. SECTION Y-Y ~ Underdrain alignment adjusted with 1/16 bends not 90" ells See Index No. 203 #4-12" O.C./E. . Additional #4 as shown ~ X R.H. - LH. OR DOtaJ: Wt4Q N.ET ~~rJ SECTION A-A RtY. ~ ________-- -- ~I 78 _____ --~ ~~3139 ~ e1~~ ~- 3130 +3186 --- 0,93 Ui 30.73 \ 0 30,79 __ "_,,,_,,,_, "-, ,-, '-'0-' '-"'-" -"'-' -, \ . \'3 - ~4 ~3~90----d~1~ -- 3061 , .::::-;-;-: ....E.L P _' ';083_ 304 "'_"'~ -"'- -;3033 '. 30,~_ ,,-" , 3048 + ~+ 3035 ,0';,'" '''' "''' "'. \;0" rt D E 29.94 \" 1.. \; 31,00 , 30,76 ""~ ~ ----- 11 SECTION A-A NORMAL VALLEY GUTTER CURB SECTION - SEE INDEX 101 '4~'i ~~F.E:~\~:~~~. on double wing inlets. DETAL A NOTES L When pipe diameter exceeds 30', inlllt$ sholl not be used as Junction boxes, limit three pipes per inlet. 2. Chamfer all exposed edges. 3. All concrete 3,000 p.s.l. ... Center support shaH be used on double wing lnlllt$. See Detail A. DESCRIP'IlOH CI1Y OF ClEARWATER. flORIDA ENGINEERING DEPARTMENT 8'1 I CHU:mI fit 'TYPE C WING INLET FOR -, NO. R.C-S. VALLEY GUTTER CURB 21 0.0,11. I rI , -. c -~- LIMits of' concrete swo.le LIMIts of' po.y quo.ntlty PLAN ~. .J SECTION B-B NOTEI SubJec:t to City EngIneer's o.pprovo.l. To be I"Ised only In unIque sltuo.tlons. REV, JllIlTt IE~ It 10' SOD EXIST. GROUND 3: 1 SLOPE <i1 'I,,~' /l~ 4 116 Contlnuou SECTION c-c CITY or CLEARW'ATER. FLORIDA ENGINEERING DEPARTMENT CONCRETE S'w'ALE 7~ DET AIL INDElC ICI. VALLEY GUTTER CURB W7 - 1~1 NEW 8LDG.~ .. ELEV. 28.5 ,,#'~. CROSS SECTION 0 - 0 , ..." /' '. N.T.S. It NEW BLDG.-\ 10' SOD .. I':{~':' EL~. 30_5 311l ;:-11 EXIST. GROUND 12:1 SLOP /-4'--' 29.8 ~,e;~t ~ I CROSS SECTION C - C N.T,S. :::,\';/ ,f <"\J' ;' ;",,- '....",.. /'> ." '> ~ /<... ".(., . ~::.) "'{:) "/ "~3)'.I/ ~;~) . :;,,~ . // i'/" k,-, ~h.' ,~ ~ ~. ~'(~ " '~.~~..~. '. // ~- ~~';>.. ." / ~"0'J,,:,; ,/,/ ~'i/ SCALE: 1 "=20' 20 o 10 20 40 ,ii:'t1. .~ ... tii .. ~ . .. .. z ~t g 00 .. cp \! . ~" .. ~z C( ~- o -~ A t-t A. - 1"4 '^ Z b~ . ..- ce xt .. .@ ... ~:I: ~V ... !! ~ <( -.' '^ .. M'" Z ~Z .... ~.:.i t -- Z t-t .. I"4t o b. CC ... - > Z ... . 00 o ~ M . 11\ ~ " Q t-t Z ..= Z 0.. Z ~Q <( 12 ~ :1:0 Q ~~ Z ... .. . .~ ... ~S · 8~ ... '^ ~ ~ ~~ V MV . -~------ I NES Comm.: 9836 I I I Drawn By: I.B. I I 1 Checked By: J.V.I. I I Issue Date: Revisions: No. Date D/ I 6 / / 6/ / Zi / I Zi / / 6 I I i5. / / Zi I / 6 / ! 6 / / D / / 6 'D) > ~ DESIGN/DEVELOPMENT 01/05/00 'I I I Description I I 1 I I I I I I I I z :3 a.. w .... - U) W c:;) <( Z - ~ Q Q Z <( c:;) Z - Q ~ c:;) CI) w :E o :c z ~ o J- ....<( We w- a::~ I-Li U) t)!." w ~~ ::)~ :3~ LOT 14 W,F. HUGHEY'S SUB. PB,3 PG,3 ~ c Q) '-4- f-- U l1J +255 W Cl.. (/) ((------27 D - jC 0 + 25.99 INV: EL. 24.0 25 ""Ji= I ,---- 1 I I "" ~ i I RETENTIONNEW MESI I I ~~I~ INV. EL. 25.0f\ I I i I POND #1 .--1- I I + --=--=.- '--= --~-,.- --~---=...... --=~- ....., --~-~ ~........=,- --=~'-.c._ "'"'"'" --=-.-..-~"- ~.-:-----"'_ --=____-=.... --= --....JOoo1C,....c~$) R~M,30,25 307.o! !2"RCP r I I -- -.,It1\~~=~~o=~~l.~_ .__. ,I,."" . ~<+-...; 3~4J ". -"- "'- ." _",-=",=+~:,9 ~ - '.. '~';~"';';7=~=2,91.~ '.F~,.='~~"'--''--'-C-C-=.CC= ;o:ofJ'ml- I ~ I 29,54 - I 054 24472446 48594F rr-._.~..._#d!-. J J;;.F. /-4'--', 27.8 28.0 . . \;.' ;:''L'' ~ I j C4.1 o o o (\.J 1O ..-; o ..-; o ..-; ..-; ("ll c: ro -:> c: a ::E Ol 3: '0 a.J ...J '.... Cf) - 1O (Y'J CX) en - a.. - Cl <l: U <l: - : ~ Cl DREw STREET NORTH LINE or SECTION 15 S89'42'42'E (CAU 42002' _(C_AU_____ ~~~--r- ~ I I L _ ...~ _ _ _ I I I I I I I I ,_",_,,,_,,,_,,,_,,1-,,,-- I I I I I I I ;~ I t- - - -... I I --1-- F I I ~ I I I i . .---_--~ +296 I ~ _ - I 29'6~-- ~3'O',5- -15' ----- ~OIU -- - - 3114~' ~~~06 \ 23' 31J7'l - = -- _ ---0. 30 8l ..--------1 30.37 ~ 3050 -1.\071 ~ 30 go- 3i j 8 n lJ1 I_I ~ 30.6 . 10.76 309 ...-'3061 : -'083 3079 \ 0 I '- 130,62'" ------+ro9? _~04 ==:::..-,~.--E.L.~'_ ,f - ,.2,069_, - ,,-, '-' -" -\ '0-::-' -" - "-,, -" -,,,-,,,-,,'_. I a.; +295 1>042 I' ' , 30,32 -.-",-",-" +3033 ", rt -u --=_ 30,28 24" -WJj _,,, :\C-'" ,_, 3048 ~ r-: I > 30 a, - ," ,,--+---1"''\ 30 35 \ --0 31 42 , ' 29,39 / ,25 ~30 6 _ ,,-" 30,20 30,26 3035 30,40 ", 30,39 ~ J, +3119 - .../ 31.18- \i~ ~",':~,,~12~'~t' ~..'-' ~3002 \. V l~ 3129 -~~~~ ~. ,cL.~_",-'"-''' _"'m? ~I 2984 ~303 _=-- NEW SAN. MH 'rt \. '\l 3100 TS.. ~ ~ i-"'l-~fWpv~7 ~~'. (,F ~ I R29'75 Q T~ ~~'2~Ol '''''~ ~ ~_//;_~i:-..'161 fLX6c~~g~A~~PROX1MAT~ _i '_II @ 0.45%_~2955;.L() '+2 f;NEW ~ CHLORINE EXIST, 6" WATER~~ ' -~ ~e0C(:? LLJ 6"x" INJECTION 5g,it4 ',-- -_-~ \0 \\0\1. (0 3181 3173 ~- 3<21: 1II!J!l-..------:~~ 6' cDO \()'3()S <( _, _, _, _, _, _, _, _, _ ,E~~"~:, I T&V POINT , _ ..11I..,..11I ...II..!!-r ---=::: .\<8 """'52'[ >- T'~'_'_'_'_' ~'-I_' ,..,_,-, 29 \\ E.III....III, - -_ -------~3149 ____\'.\7'5"'c:.. ;> .-!S-89042'42IlEkt'f-f= I _............: ...-.:-;;..--....~J!..::;:..lIIrt44.22'{F\ .:;.-:~" - 3146 - 28.3+ _ 1-""\1 _ ....f... 110-11I 11I'1 ,... - )III "" ~ .. ............. 3J.l ---\ I fe"'1 - + ~ + + - FOC"- "tI ~"TFF' -., ~ -r~ - ;::;-- - 1 I U : 29,2 ~ ?284 i 29',4 29.6 ,. - - - - - - - '"_W- -~ ~gbE ~tt ~ ~ -rr ~ "... / [5><1 \\31.3 \ - -lO I >< , Ir-'_'. ,./i lY ~ ' \ I I "I I! "" F,WEL. 80.1 \ I _. ~ K6"X4" RED}' ,.~, '" ~ : &17~'p\'_ J 0 : 11 I ~29 ~ -r~.--!-I----.1 r/- :~-~ -, 1310 I - - 3m - - - --, -, -- - - : I~ I!. ~ 1 ~~: <. J.. ! i~ ~ m -: t '00 " : r: I, ,I'" - , - , - ~. v ,- I "'/ 30.7 ----, I/! I I I F.F. EL. 30.8 I -I . ~ ,.... I: ~2^ 0 I I I ','._ I: i ~~ IT./"~~. ..... GO . I : i ' -~..I~-- - ----J!l-o~ : I >IV NEW 150 L.F. OF I I +29,3 I oJ ~~ - - -I -,-. ., I 30,9i I 8" PVC SAN. =: ----' i ~ ~r- +304 '~@ 0.47% : II '27J: 294 I - ~~3 r--- -:- : 3161 +3054 C~ I ~94. :1 'lzg i l:i ~ · - I I 1- Ld I II II F F EL 29. 0, F.F. EL. 32.0 I I , ~ I .-...: : i ....'ilI - -~ ~../I fji~ I I 119~j">>kl ,i Ln I LLJ ,I .'i'-'oI., !J. wI') ~ I I (\j r......., ~ . ~ -/(t' -~" , C I' ~4 I ~ I : i 'i I -, -,.., _ I Cl {" r- I ~; I &; l(jj! ~EW 3 STORY I I ~ 1_~-4:~";'.... i :=; - - - --- ~ - - --- - - - _,___J ~ f- : ~ -~l TOWNHOUSES 287 _ -. ~ i p i I F.F. EL. 32.0 : ~ I 30,7 E Z I ~ ~ : "COI F.F.EL.20.8 + f-.l.--~--,-- ___~..J I + I 1'\ I D I ~ -Ld' _J ~~--T-----.' ,)4 I II I O~~ I - 29.1 ' ~ jUb I C \ I QJ ~ Z I o ~ I ~28.6 ~ I !ff .. .... + I J > 3' : Z I F.F. EL. 20.8 ...) I - 3CP F EL 32 0 I 0 \08 I '- ~ I ,d : : :", : ~F;..'.~._.- ~~: .".. I iij''' ~,,: ~ ~ : ~~ i f~ I. ~ I =:JCL I R A CI:1J~PI 1 >---~O------II-:r-------':~_Ci F.F.EL, 82.0 : ,------ --~~- ~ ~ ~- --i~-~~- -~ - ~-~--~-~ <C ! ~ I ,,}r6 I _ ~ ~-... I, l~o,6 +) 0 I z - I F.F. EL. 28.8 J I' F.F. EL. 32.0 U ~,- "" I I ~ {J _ -II! ~../: I , -/ D "'-< I ~: I ~~t ' - ~. 1 ir-- I 1 - 1 - ,~~ - 1_ - i I ~ d D ~ I : ~ _ I T I .. ,- << r- 30.1 I 11/ (y"'l (Y') I CL I U; n I +27,8 I ' _ ,_ I _I, _ ,Iii 1--'--1,- 1--'--1 -I 5' F.F. El. 28.8 I - ~ I I ~,1\,\~~05 ~- 4 0_ 'J ~ I I ! _ ~ ~ ~ +2~8i-:l L-l- __N~~'~kN.3t~ ! Q -~ 0 ~ : 25,9 I I 1-...__...~__1 "!i----_~ ,TOP EL. 28.0 ' ) In I + , ! IH I ~ - - -'!=-.,. - - ~ INV. EL. 24.0 I + ~ L.....rl I , ., e...---- t::"""q" ","" ~I .- If1 L" , I I + I 27 L - R: ~ . ' ! ~ 1304>> u, +3038 - CU I : _ . ~ it-2r.71 28.2 1:'::::,..... .' L- I ....~ 3072 d CY I I ! F.F. EL~26~8.8 _ 1 ~ y- , ... 1 ~ :!" '-N~: ~~ 4~2.0c \ l ~ 111 --- - - - - - - -----1 0 : I ( ~'-,_ ,I i _ PVC WATER TYP. I 1/ I I -----'. .::;~/ ~ ~~~~ ._._~._(:-~ ! W~t' ; 0 : NEW 4" pvcj LS ~t It! EW S ~. C.O. I F.F. EL. 32.0 I 0 I \ ': SAN SEWER (TYP) /68 0........ TOP EL 127.4 " -NEW METER I -I I 5 9'1 rY"'i I . . = =" INV. EL 124.5 i --- --- (TYP.) I .C\I' \ '-. ~ I POOL ~ ~ ..P' liOI I If) I .- I ,....... --'--_J------ ~ ~ \0 I I (U I 30.49 I ~ :j 26.4 \ I'" !~~t' '", ,\25l't"n'l_ _ _ _ -,m._ I i (/) F (f - - - - - - 2 7 b bUBLE GAT I =..t F 0 30. \ \ I I I \ ~~ ~ -- --- ~ ~- -- ---J I D · ~ :i ~291 I \1 ~ I I 2~ Q::: /) I JiPNS: ~ 32'~ - 25l 1 I ,I ~ ~ 5 J I I I 1 \ I: ", n I I : ;- g n ~ / / I '9 7~ ! I I '~ Iv/ I I 1/' I "\'~~ : j: RETENTION :: I 1 / '! I ,------ / -RETENTIO\ : I I", : i J I : # I ~ 7.2q I I I'.~ I +3026 6 I (' EX, grcJ.Vel \ I : I POND 1 ..->- -11,- - - - ti POND #2 tl I "",,, ~" : jlJ,"-- '" ',:~drive", \J1'.., 'I I LJ J"81279'~'2 ~'4'~~.:!F)'~ rl j I 9,85 &.*r303~ -+~9~. 1305 ,(6' chain link, fence 314 L_ 30,86 L------ ~ -f. 11II =-r -ts072 ~132 3164 '31]44 -''Y 5:32~ - ~7 JrV- ~24~ \ _, '~I' _ _ -.:.:.. . \... _ _ _ ,",0.!7 30.28 _~92~967 2979 30.39 305 30.73 I 15nc:!!ll!O'-'-~---""'-=,---~~~P' _ .~~-=""-=-___ 482 1443 =- ~~ -:~Jt43 1<11),25" + 25.9 V 114.qli 1~ 274\ ;~4 28.73 =.29~'U4 29~54 \.:: 3033 306::J.-30~I . 30~583 : 'US ,,~,,~ ,W:~~j;" ,w~~:," 1111 ", "" ll,1I ~/. .'1T" ~ """",. . ><W" ~ "" "~~,-^-_-'OcL~~ "1" 0 ,." I : I iN~ ~',2fI5~ IN~W'2190 T.B.O. & S.P. - :26'96 WATER -INV. 23.1 ~l I RIM,2508 0. I STORM INV. 25.0 lO ' : ~,i u I ~I @I ~ ~ I I . - RIl),3091 ~Il "00, ",,- - ,"" --- ~ :~ NEW T&V_ _ -----I'" 'M Io~ -~-'o., ~ I'"" m t- ,!:Yf~ : ~t!:i,:iro_-=ch...1L,.rlL-E.:oL..,.- - t....? '""" -I.- J.~.", _~"' _ _~"' _ J'_ 3::;!:: !~T~",", _ _"'"'"'"' _ _ _"' _ _ _"'"'"' _ _"' - _"' - - -"'"' -': ~"' - - - -"' JL ::: - i ~ ~12"R''''''C p=-" --~~ """'" --"""""=-'"""'- - ~=-,=-- ...... _:~ ~ -~=-y RllJ,30 25 3070 I !IN 5,2393 I ~wn~ I GRArE,2433~ 2553 ~: INv,2225 24472446 2515 Jl~ 28~ 2996 GRATE,24 '8 24 ~"14 ~ I --r u. ==i~'~? - __ - 296~ ----- - ::.4~.JQ 78 '.""'--'N'" ,-,,-,('1 ::: --~ ''''--- "'" -_.__n_~=t; ~. ,i I 0.54 ! '24~~ ~ I: I i 2502 ~ r ~ l 24 99~ ~5 0 i 24,53 ~ I, IJ) ~ 2447lJ O~ ~~ p.~ Cf) 1,27 - - --' 78 ~______31.39 --- ...--- ....----- - - -------- 31.41 31.19 31.30 +31.86 ;p RIM ,3224 w . 0) a In ~I V1 I I I L_OT 1 RIM=2S,69 -- INV E=26,77 INV 5=2315 INV N=2304 ~~WW(~V?)3J". +272 /~,9 L +275 +27.4 I I WI :J z Ld > <[ I Ld I _J ~- [ Q:. >- L .~ z =~ g 00 ... ,~ <t ~" ... ~Z ct. ~- o -~ A .... Q. - ,.. '^ Z b~ .. .. - ct. X~ ... ~@ . ~Z ~\I ... ClO ~ .. ~'^ ... M III Z ~Z UtI ~.:.; ~ -- Z .... ~ ,..~ o b. ~ III - > Z UtI ... Vi en' ~ ., .. .. NEW 6"X6" ~ EX. 6" WATER _________~-JC-------_ NEW 6" I D.!.IP. -I : VNEW FHA NEW 6" TEE-r -M- ,...,,- ANCHOR I "NEW 6" D.!.P. NEW 4" DCVA I~NEW 6" X 4" TEE :\ I ~___NEW FOC - -.-.---... TO BLDG .--.....- -~-' '~NEW 4" D.!.P. r-NEW 6" X 4" RED TO BLDG NEW 4" D.!.P. WATER/SEWER CLEARANCE REQUIREMENTS - 77,5,{ VERTICAL CLEARANCE AT CROSSINGS I GAVITY' SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EUIDISTANT FROM THE POINT 00 CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING (10FT. LINEAR SEPARATION BETWEEN JOINTS); B. THE SEWER SHALL BE INSTALLED WITH D.!.P. FOR 20 FEET CENTERED ON THE CROSSING (10FT. LINEAR SEPARATION BETWEEN JOINTS); C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPEINDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIAlS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRlUCTION. APPROXIMATE LOCATION OF SEVER LINE PER CITY ATLAS +27,6 ClO o 0. M . 11\ ~ '" A.... Z ~= Z O~ Z etA .. ~- ... III ~ A. :z: 0 c ~~ Z III .. .. *'m ... :z:.. ..~ . ~~ ::! ~~ ~ O~ \J M\J . ----------------------- I NES Comm.: 9836 I I Drawn By: LB. I , I I Checked By: J.V.I. I 28.4 ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES L,OT 14 W,F, HUGHEY'S SUB, P,B,3 PG3 ()) U C ()) 4- e::;J I I I GRAVITY' SEWERS OR FORCE MAINS 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 A 10FT. 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 SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. .:x c c o ..c u Issue Date: Revisions: No. Date L1~1"/281 00 16 1/ .6 ,/ /. 6. / / 6. / / '6. / / 6. / / 6./ 6. /../ 6 / / [), / / 6_.! I... 6. / / IF IT IS IMPOSSIBLE TO OBTAIN P,ROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. c.o SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS /7.4 WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: I I 1'----- _:t 2.cL O~_ --l= MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18--INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. - - - --I\V--~~- h69 27.70 WHN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHAILL BE TREATED LIKE A SANITARY SEWER, AND A 10FT. HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED WATER MAIN AND SANITARv SEWERS, OTHER THAN THE NECESSARY TO ENSURE THE STRUCTURAL INTEGRITY' AND PROTECTION OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. ~ ...... c Q) E ()) > o 0. z o ~ ,.... U lei V1 +27,0 +-' 1:i1 o ..c 0. CJ) o 26,9 lei, ~I -! ,....1 ~I * ~ _ 6.4 + ~ _ 450.0' t- f I UNPLATTED t +26\3 -+.. C ()) E Q) > o 0. 2601 +-' o ..c 0. CJ) o L_ I I 30,00 l_~~~ ---+ - 25.12 I 25.16 '25.19 + 25.05 2504 24 78 i24,61 ' 2469 2489 ,24,[> 2473 243.~ -,.._.,~- pp, " --Z43 +25,04 --+<"505 2509 asphalt pavement 25.16 . -. .,... .. ..... ___~',_'__ .~_ .._._^___ ..._...___. ___ .._ _ __..'_._.,_"~ ___,~_r'. ,~,~.,.'"<=.o___._'_>....'.,'""'=,__u~_..c_ H" H' . . ~_.-..._..._~---~..-..._.-="..,..'_..__.. ,...---,-,~.~-_..,. ~ -_._~"=''''''' GRADE .~f~~'%~,,(~~~~~" ~K i$ff(.,'~~~.? to g; WATER MAJN 01"1 I") ~ STORM DRAIN--.. h q 1 a" MIN. VER~CAL CLEARANCE I 01/05/00 Descriptiol1 REV. WATER ~ DESIGN/DEVELOPMENT ~4' <D GRADE - -~~~~~<<-:?\~~~~~~.0.~~W ~z 10 ~ 10' I I") ~ WATER MAIN OR STORM DRAIN D,I.P. IS USED IN PLACE OF P.V.C. FOR A MIN, OF 10' EACH WAY + FROM <l OF WATER MAIN WHEN THE VERTICAL ClEARANCE BETWEEN I WATER c!c SEWER MAINS IS 18" OR LESS. 18" OR LESS VERTICAL CL. I ~/~J;/mE~;;;:jY~ P.V,C. OR V.C.P. W'TTt". SAN, SEWER GRAVITY MAIN ~ ~ CONCRETE ENCASEMENT OF '{y'?' SANITARY SEWER GRAVITY + MAIN IS NOT PERMITTED. /-, HYDRANT ':--; ''i ..4- .."'<" ~ WATER MAIN I~~<>' .' '" <.~" ,--, / \'\. 'VI "':'" + [',~," 1<:- 10' MIN. L~.~.V. ~,~ HORIZONTAL CLEARANCE /~ ~~ STORM SEWER + ~~ .~ '\t'~;~/' OR SAN. SEWER 7'~~r7 0.." GRAVI1Y MAIN '" ,-S ,,,~l ~~ I HORIZONTAL CL[ARANC{~ '~ \:~ /- / ~tJ~~ ~tJ~R~~t~~TARY ~>';/ " VERTICAL CLEARANCE N,T,S, "31 ~' ~ z :3 D.. W I- - CI) en w - I- - ..... - I- :::>> NOTE: 1. NEW T&V's AND DCVA's TO BE FURNISHED AND INSTALLED BY THE CITY OF CLEARWATER. FEE PAID BY CONTRACTOR. 2. DOMESTIC WATER METERS TO BE FURNISHED AND INSTALLED BY CITY OF CLEARWATER, FEE PAID BY CONTRACTOR. 3. DOMESTIC WATER SERVICE FROM BUILDING TO BE TERMINATED WITHIN PLANTER ISLAND AREA FOR INSTALLATION OF WATER METER. NO WATER METER MAY BE SET IN CONCRETE DRIVEWAY AREA. SCALE: 1"=20' 20 o 10 20 40 U) w :E o :I: Z 3: o l- I- w~ w- Q::~ I-ii CI)~ LLI ~~ ::>>~ :3~ C5.1 v 8' POURED TIE BEAM .~ POST OPTIONS: 2Nx4 N OR 2.5"DIAM. WOOD; 1.33LBS.jFT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND NEW SURFACE (SEE NOTES 1 & 2) ~ ~.~~''''" S'MIN, '<':,' ',', , . I.~ f,". .: ~ II ::=\\\ ",:':,','. III ''',A I : ' ~:: '. II i ',: ',:" I 'I' BACKFILL = '..'" AS - ,.' , REQUIRED ' " l :~~,I':, " . KIEYED JOINT , ~ 6' MAX. EXIST. SURFACE 2" H SAND BASED SOD SIDES & BOTTOM 12' 18N TOP ELEV. 27.0 IMPERVIOUS MEMBRANE (30 MIL) FILTER MEDIUM (SEE SPECS. SHT Cl,2) 6N PVC PERF. PIPE WI SOCK INV. ELt:v. 24.0 IMPERVIOUS MEMBRANE 3 SIDES & ENDS (30 MIL) - #5-9(1 BEND 024'O,C. " ", .' .".,', ~ ;:V5Tlt.4Es'O(fST. ~(9"IAIN.i.~: (SEE NOTE J) .. .,,{ """ r 15" to 18" 11131131:= , I , , , . I I I I I : I 101 I I '-) (..." BOTTOM ELEV. 25.0 I , I 0 I J I I I L____ 6" 1.18' #5 0 24' O,C. 1 ' CAST IRON GRATE TRAFFIC TYPE W/2 SIDED GRATE SEAT 8" CONC. WALL 4000 PSI @ 28 DAYS #4 o/@12" O.C.E.W 1.68' !C ~ - 8' CONC. BLK. CAVIT't' FIlLED 1\I=1I1SiE: I. f f I o EXIST. SURFACE 2N (/) w Ei ~ .~ TYPE NC" 2'-ON X 3'-1N I ~ VARIES .1 0.82' ... tI) fA' PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST. GROUND REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3. 3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T -180 LAB REPORTS ARE REQUIRED. 4. BACKFilL FOR TRENCH SHALL BE PLACED IN 12N COMPACTED LAYERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T -99, LAB REPORTS ARE REQUIRED. 3" MIN. LAYER 3/4N WASHED GRAVEL FILTER FABRIC W/PERMEABILlTY COEF. OF 0.20 CM/SEC t co GREASE BAFFLE TO BE 1/4" THICK ALUMINUM w/STAINLESS STEEL ANCHORS NOTE: 1. CUT PIPE FlUSH w/lNSDE fACE OF' WAlL 2. MORTAR BOTTOM TO MATCH INVERT OF' OUTF'ALL PIPE. --. --. -... -.. --. --. 3' C . SLOT & GREASE BAFFLE DETAIL N,T,S. INLET DETAIL N.T,S, 3- 5 CONT. ~ #5-9 BEND 0 2400.C. UNDERDRAIN DETAIL N,T,S, SILT BARRIER DETAIL N,T.S, REl AINING WALL DEl AIL N,T,S, REPAIR OF PAVEMENT CUTS N.T.S. ~ .- .. .. ell) o ~ T 1ft ~ U a" z ~= Z o~ Z ~A j .; Q, ZO a ~~ zIM, <t -. ... z.. ..~ . g~ ... '" ~ > ~,~ - o~ V M\I P/L SEE PlAN FINISH GRADE FLUSH TO TOP OF CURB 1 N RADIUS MEDIUM BROOM FINISH CONC. PAVING PLACE SOD 1/2' BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4: 1 MAX) MEET EX. . PLACE CONC. SLAB/WALK 1/2" BELOW FLOOR EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD ROOF DRAIN P/L PLACE SOD 1/2N BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ,-- POSITIVE DRAINAGE SEE PlAN NEW BLDG., EXIST. SURFACE FIN. GROUND PlACE SOD 1/20 BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4: 1 MAX) RAILROAD TIES AS REQ'D WHERE APPUC. IE. 0 TREES, P.L. MEET EX. -I/H =// ~TI 1= =u I I. "~I s" SAW-CUT EXIST. EDGE OF PAVEMENT & BASE NEW BLDG., 1/ , ;, " ,'I^'" ~ COMPACTED GROUND UTIL/lY (i.e. SANITARY SEWER, WATER SERVICE, FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' fROM BLDG. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. FLOOR ELEVATION & SOD MAX. SLOPE 4:1 MIN. SLOPE 2% FIN. Fl. ili \t ,~"', '". ~ ,': : , '. '... r.. "',". '..,.,.' " . .,.....~ "(,,",-",~~"~. I ~!I,=IiIEIIIE - - ;:1II~II~ill~1I1 lS" NEW SURFACE BASE P/L SEE PLAN FIN. FL~ fi7;:-;:- < .' -;t' L~.' '."'.' 1lEf1jb1III~II-= COMPACTED GROUND EXIST. BASE NEW BASE NEW SUBBASE COMPACTED SUBBASE NOTES: 1. PROVIDE S'xS'x4' mlCK CONe. SlAS 0 AlL EMERGENCY EXITS. 2. CONfORM TO AOOVE DETAIL fOR PlACING WAlKS AT mE BtOOS. PLACE SOD 1/20 BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4: 1 MAX) MEET EX. UTlUTY WffiiIN s' OF BLDG. BY PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR UNLESS Oll-lERWISE COORDINATED BY mE G.C. NOTES: 1. WHEN REMOVING EXISTING CURB THE CURB SHALL BE SAW-CUT AT NEAREST CONTRACTION JOINT AND FULL SECTION OF CURB REPLACED. 2. INSTALL EXPANSION JOINTS AT 50' INTERVALS, CONTRACTION JOINTS AT 10' INTERVALS. 3. CONCRETE SHALL BE 3000 PSI. PLACEMENT OF SOD AT PAVEMENT N,T,S. COMPACTED GROUND UTILITY CONNECTION A T ALL BUILDINGS N,T.S. PLACEMENT OF CONCRETE SLAB AT ALL BUILDINGS GROUND PREPARATION A T ALL BUILDINGS N.T,S, GROUND TRANSITION A T THE PROPERTY LINE N,T,S, N,T,S. VERTICAL CONCRETE CURB N,T,S. PAVEMENT TRANSITION DETAil N,T,S. I NES Comm.: ~ 9836 i I I I Drawn By: I.B. :1 r Checked By: Jo Volo I I MEDIUM BROOM ~ FINISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' lEVEl. 2' lEVEl. "SHOUlDER_, ~ VARIES (SEE PLAN) _I JHOUlDER_1 SOD SLOPE 1/4" PER FOOTI ~ SOD 'IIII-II'II-~ 14" fe_'II/-111 = =i!!I~IIII~ 1/11:=:1111- = ~ COMPACTED FILL OR UNDISTURBED SOIL r A B B--\ r or ~A i l f/ T .l I 1 ZD OF P- PLACE ~ EXPAN DAY'S WORK IN TO \, AT AL JOINTS '~:(, ~ t\-A TO MATCH --- ENT JOINTING A AorB M- ~ -Ac rB '1,:' --LI~5'R ! \~~ ~y == ~, " A FIRST - _!'-T T STREET I PAVED - - - ~ ........... AorB- -. - - ,,-B f-- .L - = AorBl A"\} VA A- I - 1-- r '-- -- I-- I-- '~L SPACING 25'R t 25' .1 1/2" SION JOINT P OF CURB L RADIUS POINTS FILL WITH JOINT SEALANT (TYP.) 1/8N RADIUS FIN. GROUND !Issue Date: Revisions: No. Dote Lto1/28/QO ~0311 0/00 6 / I 6, / I 6 / / 6 / I 6 j.l 6 / / 6 j / 6 / / 6 // 6 j I 6 / / 01/05/00 I , 1/8" RADIUS !7,:~~ .' ".'-:',J.< .. ;.'\-7 ~, ".":'_:.~..~".,,',J-=t f--Mf~.~ ' L ,2d OR 2" MIN. lYPE C BUTT JOINT , MEET EXIST. I/II\\\\/, ^'\\ TOP ELEV. 27.0 ., ' A, . . ':..' TOP ELEV. 27.0 '..." PLACE CURB PAVEM f--MfN.--i TYPE D ,........ . ..... . . '. ,'. " .,J . ',. '...: ,2d OR 2N MIN. 1/2" PRE-MOLDED JOINT FILLER ,.~. . SO D 25.0':; , ~ \\VII^\\\ III^\\V/I^\~ I,.~.: Description 4:1SIDE SLOPE 4:1SIDE SLOPE 2' ~. ' . ':,:,. " '::< ELEV. 25.0 NOTE: PROVIDE 1/4N CONTROL JOINTS @ 4'O.C., 5' O.C., 8' O.C" OR 12' O.C. & 1/2N BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. _JIEJlEJII WHEN SIDEWALK IS TO BE REI.VJVED .t/OR NEW SIDEl'lALK IS TO BE ADDED, IT IS TO BE REMOVED TO Tl-iE NEAREST EXPANSION JOINT. ":~':,' <:~~'~' :.': NOTE' SAND' BASED SOD SIDES & BOTTOM NOTE' SAND' BASED SOD SIDES & BOTTOM ISOLA TION (EXPANSION) JOINTS N,T,S, CONSTRUCTION JOINT N,T,S, SKEWED TRANSVERSE JOINTS N,T,S, CONCRETE WALK DETAil N,T.S, SECTION A-A N,T,S. SECTION B-B N.T,S, [6' JiB' 1/ {' · .... ... i1'. >'{ 1/8N TO 1/4" TYPE A CONTRACTION ,JOINT PREFERRED (TYP.) lYPE B ACctPTABLE ALT RNAT!: V I I I I I I I I - tllL t'-trr' JllJt11: I : - tr' - tJ: TRANSVERSE I .. I I I I I CONTRACTION JOINT < . - ' (SEE TYPE A) D/4 UNDOWELED TRANSVERSE CONTRACTION OR LONGITUDINAL JOINT, SAWED OR PRE- MOLDED. ~ DESIGN/DEVELOPMENT -lrnJ~ll~ Jrl][[[I- ~ 1-~1-t" ioU I , I I , 1..-, I I -....-t-ft-'t'....J-t-t-+ t- "tJ-t-H~ - rJ- thitJrBt: - - : - . ~ ~M:Js, "2.': LONG l!I7'1fl LONGITUDINAL -l[ []]UrJrru _ ~Il f~ENETR~~~O~) JOINT ! I I I 1 I ! l 2 TO 4 COURSES OF' CLAY BRICK PLASTtRED WIni 1/2. PORTI.AND CEMENT TYPE A TIED CONSTRUCTION JOINT (SEE TYPE B) SEAL JOINT IN INVERT lr ~ ~ 0- :r~~~! ~ ~~ () ;:) ~ 8 ~~ Iii z z ~('5 __ :2:2 t . 1lO~ ~~~~~~~~~~~~ ~~~~~~~~~~ COAl TAR EPOXY IN AND OUT, SEE NOTE 4 5/SoR T ~~' 48' J.. I TlI'E I 22--.3/.0, TlI'E I 34-1/8' ----, I I I I I I I i I I I MAX. JOINT SPACING TO EXT JOINT (TYP.) TOOL WITH 1/8" RADIUS DEFORMED TIE BARS #4x30" @ 30" O.C. TIED LONGITUDINAL CONSTRUCTION JOINT OR CONTRACTION JOINT WHERE REQUIRED. PIPE BEDDING TO l' -0. AOOVE TOP OF' LATERAL SEWER I MACHINED SURFACE COVER DETAIL RING DETAIL "6 ' , 4. ' COVER AND RINIG NOTES; 1. lYPE I RING USED WHEN DIAMETER OF LARGEST PIPE IN STRUCTURE IS 24" OR LESS. RING AND COVER TO BE U.S. FOUNDRY CAT. #485-G OR EQUAl. 2. TYPE II RING USED WHEN DIAMETER OF' LARGEST PIPE IN STRUCTURE IS 27" OR MORE. RING AND COVER TO BE U.S. FOUNDRY CAT. #655-U OR EQUAL MANHOLE RING SURFACES IN CONTACT wlrn COVER SHALL BE MACHINED SMoorn. ., ' NOTE: CONTRACTOR TO SUBMIT JOINTING PLAN TO ENGINEER FOR REVIEW PRIOR TO THE START OF CONSTRUCTION TYPICAL PAVEMENT JOINT DETAIL N,T,S. TYPE B CAST IN PlACE CONCRETE BASE wIls 0 9' O.C.B.W. 6. COARSE AGGREGATE F'.D,O.T. 156 flEXIBLE WATtRTIGHT I'~ MANHOLE SLEEVE NOTE: DO NOT TIE MORE THAN THREE LANES TOGETHER. CONTROL (CONTRACTION) JOINTS N,T,S. JOINTS AT INLETS DETAIL N,T,S. CONCRETE JOINT LAYOUT DETAIL N.T,S. U) w :e o :c z ~ o ..... ..... w~ w- Q::~ .....ii U) 0:." w ~i ::)0:. :3~ oA' 24" DIA FOR INLET PIPES S' TO 27" DIA 32. DIA FOR INLET PIPES 30' AND lARGER. SEE NOTE 8. .B" VARIES, SEE NOTE 7. . c' 80 OR 120, SEE NOTt 7. ]] 3. --- PREFORMED RAt.I-NEK . .. JOINT SOONG COMPOUND (OR APPROVED EQUAl). MANHOLE BARREL JOINT DETAIL (SEE NOTE 2) U.S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEANOUTN 3/4 N SAMPLING COCK NOTES AND SPECIFICATIONS: 1. IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. T466CSK 6" PVC ALL PIPE STUBS FROM MANHOLES FOR fUTURE CONNECTIONS SHALL BE PRO- VIDED WITH WATERTIGHT PLUGS PLACED WITHIN THE MANHOLE. MANHOLE SHALL CONSIST OF A MINIMUM NUMBER OF' PRECAST SECTIONS, AS APPROVED BY THE ENGINEER. SHALLOW lYPE MANHOLES WITH DEPTHS BETWEEN 4' _ON AND 5' _ON MAY BE CONSTRUCTED OF BRICK WITH A 4'-0" INSIDE DIAMETER AND CONE, OR A FLAT SLAB TOP. MANHOLES WITH DEPTHS LESS THAN 4'-0" WILL NOT BE ACCEPTED. A COAL TAR EPOXY PROTECTIVE COATING, EQUAL TO KOPPERS 300 M, SHALL BE APPLIED TO THE fiLLETS AND WALLS OF PRECAST CONCRETE SANITARY SEWER MANHOLES. 2 COATS SHALL BE APPLIED TO THE INSIDE TO YIELD A FINAL DRY THICKNESS OF' 9 MILS, AND 1 COAT SHALL BE APPLIED TO THE OUTSIDE. MANHOLES SHALL CONSTRUCTED IN ACCORDANCE WITH ASTM SPECIFICATION C-478, EXCEPT AS NOTED. A DROP MANHOLE SHALL BE REQUIRED WHEN THE INVERT OF ANY INCOMING PIPE IS MORE THAN 2 FEET ABOVE THE INVERT OF' THE MANHOLE. A~ 8N TO 24' DIA. PIPE: 4'_ON MIN. INSIDE DIA. MANHOLE. 8" THICK. B 27" TO 36N DIA. PIPE: 5' _ON MIN. INSIDE DIA. MANHOLE, 12N THICK. C 42N TO 48N DIA. PIPE: 6' _ON MIN. INSIDE DIA. MANHOLE, 12" THICK. A) 8N TO 24" DIA. PIPE: RING SHALL HAVE A 20-3/4' OPENING, EQUAL TO U.S. FOUNDRY CAT. 485-G. B) 30N AND LARGER DIA. PIPE: RING SHALL HAVE A 32" OPENING, EQUAL TO U.S. FOUNDRY CAT. 655-U. 9. MANHOLE COVER SHALL BE CENTERED IN MANHOLE. 2. ~" SAMPLING ARRANGEMENT INSTALL 2" PLUG (AFTER REMOVAL OF SAMPLING ARRANGEMENT THRUST BLOCK Note: LOCATIONS OF BLOW-OFFS FOR WATER SAMPLING TO BE PER PINELLAS COUNTY HEALTH DEPT. ENGINEERING DIV. CLWTR. OFFICE 538-7277 U) ...J - ~ W C w ..... - U) -I - > - (.) TOP ElEV, 27.0 3. CLEANOUT 8N MIN. CONC. ENCASEMENT 6N PVC 1/12 BEND . '''''-'. ... >/ l;::' ~i5 <\; ,~ ,'\, ~ ~ 4: 1 SIDE SLOPE BOTTOM ELEV. 25,0 NOTE: SAND BASED SOD SIDES & BOTTOM 4. / 6" WYE 5. ~~ PLUG 6. 7. SANITARY SEWER CLEAN-OUT DETAIL N,T,S, 6Nx4N REDUCER (IF REQUIRED) BLOW-OFF & SAMPLING POINT 8. RETENTION BASIN DETAil N,T,S, N,T,S, PRECAST SANITARY MANHOLE DETAIL 'H,S, THIS DRAWING IS AN INSTRUMENT OF SERV..ICE Ni SHAe,i:"R.,Ht\l~.'~.~: p.1ioPrt~.."..-of Tf-jE ENGINEER, AND SHALL NOT BE REPRODUCED. PUBLI.bHED..' O...!y.". '.t U. SED.. IN... A....N.Y....'W..~A.5{. ~...'WITHOU.T.... THE CONSENT OF THE ENGINEER. .' :i@CSI(~I~~I: j999f~'r.i\c~}~}PU8USHE,D,;. , j 'U ,..f,' t.'Jiiff.. .}, .. 'f' . .' '. ,~.~, 'I' f!' ,.." .". /y1:':': C6.1 SERVICE CONNECTION DET AIL NOTESI 1. W'ATER MAINS TO BE ON NORTH or EAST SIDE OF R,O,W'" APPROX. 4 FT, BACK OF CURB UNLESS OTHERW'ISE AUTHORIZED BY CITY ENGINEER, 2, SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO, 3), THESE SERVICES TO BE CONSISTENT W'ITHIN THE SUBDIVISION. DRIVEW'AYS SHALL NOT BE BUILT OVER METERS, 3, ALL LINES SHALL BE CHLORINATED o.nd PRESSURE TESTED (TEST FOR ONE HOUR @ 150 p.s,l.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE TESTING o.nd CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, 4, TEN FT. SEPARATION REQUIRED BETW'EEN PARALLEL W'ATER &. SANITARY SEW'ER LINES, 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS, SA,DDLE IS REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' o.nd LARGER PVC MAINS, LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2' o.nd LARGEST TO ANY MAIN IS 2', 6, MINIMUM DISTANCE BETW'EEN SERVICE TAPS TO BE NOT LESS THAN 36'. Threo.eleel Corporo. tlon Stop MUELLER H15008 or o.pproveel equo.l <To.p o.t 450 Angle) Curb stop MUELLER H14350 with Lock \.lIng o.nel COMpression Inlet or o.pproveel equo.l So.elelle If Requlreel See Note 5 ~ \.10. ter Service Tubing Drlscoplpe 5100 or Enelot/Yo.rdley Blue Jet, SDR 9, 3408 Polyethylene So.elelle sho.ll ho. ve elouble sto.lnless steel stro.ps with epoxy coo. teel eluctlle iron body, CITY OF CLEAR\VA TER, FLORIDA ENGINEERING DEPARTMENT REDRA N BY DATE CHE~f'BY IJATER MAIN SERVICE ~~~~2 GCH APPR D BY CONNECTION DETAIL 401 APP. 1 IF 3 \.10. ter Mo.l 1 12/22/94 ~~~~~SERVlct REV. DATE DESCRIPTION TYPICAL FIRE HYDRANT SETTING n,t,s, OJ C ::; ~ " L Mo.x, 15' - Mln, 4' Bo.ck of Curb or Edge of Po.veMent 18' Mln, 24' Mo.x, Dlsto.nce Vo.rles Box -~ ~ .. <,[) I OJ / Mec,). Joint Volve ONLY APPROVED Kennedy lGuo.rdlo.n No. K-81A Muller Centurlo.n No, A-423 U.s, Pipe Metropolito.n "'- Restro.lnlng Joint <Typ,) I NOTES: I 1. Steo.Mer Connection to Fo.ce Street, 2, All Fire Hydro.nts to ho. ve 5 1/4' V o.l ve Seo. t, 3, Fire Hydro.nts Sho.ll be Plo.ced 0. t Street Corners or in the R.O,W'. AdJo.cent to Side Lot LInes W'henever Possible, 4, See Sheet 3 for Typlco.l Connections &. Fittings, CITY OF CLEAR\VATER, FLORIDA ENGINEERING DEPARTMENT TYPICAL HYDRANT 01 nlfl 92 SETTING INDEX NIl. CROSS-SECTION 402 AP~ 2IF3 DESCRIPTI[]N REV. DATE TYPICAL HYDRANT SETTING n.t,s. Connecting Piece w/lntegro.lly Co.st Mech. Joint Glo.nd on one End- D.I, Roto. to.ble Mech________ Joint Glo.nd on Other End. ------..... ILength Vo.rles (See Note D . Fire Hydro.nt AsseMb ly <Typ,) Vo.lve o.nd Hydro.nt Tee wiD.!' Roto. to.ble Mech. Joint Glo.nd on Plo.ln End Bro.nch. ... Mech. Joint Vo.lve ::> ::> ::> \J :J r) o r) ~ ~ ~ \,Ioter Moln ~ r) - o ') NOTESI 1. On Hydro.nts Requiring Runout Lo.st Two Joints Must Be Restro.lned Per Deto.ll 403 (2 of 2), CITY OF CLEAR\VATER, FLORIDA ENGINEERING DEPARTMENT REjf.t.D.BY TYPICAL HYDRANT 01n~92 CHE BY S:ETTING INDtX NIl. PLAN VIEIJ 402 ~PP. AP~rf. BY 3 IF 3 ::> E: !:) !: ::l ,., .J ... :{ U ::l .... ::> r) D ~ D n n .... .... n J .J 1) REV. DATE DESCRIPTI[]N ~ ::> ~ .J 1) - .... .... J n \i ;;> ~ ------.~- ----.-___._.._..___~.__._.u.___ .._,"___......_.__.__.....~ .__._ __ ______. TYPICAL VALVE SETTING n,t.s. VI d ~ L o 4- .~ L ~ OJ > .. 0 <,[) U I 4- o OJ ..c -P a. OJ r=l '" AdJusto.ble _______ Vo.lve Box ~ \,Ihen Volve Occurs In ROOdWOY~ set Bose on IO-CoMMOn Brick. "" Mech, Joint vOlv7 ~ ~ \,Ioter Moln Restra.ining Joint CITY OF CLEAR\VATER, FLORIDA ENGINEERING DEPARTMENT TYPICAL VALVE 01n$~92 SETTING INDEX NCl. APP. APPROVE BY CROSS SECTION 402 G.C.H. 1 IF 3 REV, DA TE DESCRIPTION P,V.C, PIPE RESTRAINT THE FOLLOW'ING 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 TW'0(2) JOINTS ON A DEAD END RUN (I"\in. 36') 7. LAST TW'0(2) JOINTS ON A HYDRANT RUNOUT (I"\ln. 36') f---- L ---j ~ Megolug Restrolner (Typ,) L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (Ft.> Ebbo. 1500 Series (Typ,) --......., _.~ NOM, PIPE SIZE 4 6 8 10 12 ELBOW'S (deg,) VALVE TEES 9 11 14 18 21 11.25 3 4 4 5 6 22.50 45 90 5 8 12 6 10 15 7 13 20 9 15 25 10 17 29 REDRAIJN BY M,J.P. C eKED BY APP. APPROVED BY G.C.H. REV, DATE DESCRIPTlrtI TEMPORARY BLD~OFF AND SAMPLE TAP Hose 3/4' 2' Go.l vo.nized 2' Corporo. tion~ Ta.pping So.ddle THRUST RESTRAINING DATE 01115/92 INDtX NIl. 403 1 IF 2 TOP CONNECTION END CONNECTION CITY OF CLEAR\VATER, FLORIDA ENGINEERING DEPARTMENT TEMP BLOIJOFF 06~T~/91 AND IN~X NO. SAMPLE TAP 408 2IF2 REV, DATE DESCRIPTION APP, Connecting Piece w/integro.~lYiI Co.st Mech, Joint Glo.nd on ~ one End-D.!' Roto. to.ble Mech, Joint Glo.nd on Other End, TYPICAL FIRE HYDRANT SETTING n.t.s. Hydro.nt AsseMbly <Typ.) ONLY APPROVED Kennedy Gua.rdla.n No. K-81A Muller Centurlo.n No. A-423 U.S, Pipe Metropollto.n Dlsto.nce Vo.rles 18' Min. 24' Mo.x, I. /valve Box Box ~ C :f / Mech. Joint Volve .. <,[) I ru T o.pplng Sleeve 8c V o.l ve By City, Fee by Owner or Contro.ctor "'- Restro.lning Joint <Typ.> "'- Exist, W'o. ter Mo.ln REV. DATE CITY OF CLEAR \VATER, FLORIDA ENGINEERING DEPARTMENT TYPICAL HYDRANT 05~~/93 SETTING INDElC NIl. APPING SLEEVE Ilc VAL V 402 APP. APPROVED IV BY CITY 4 IF 4 NOTES. 1. All Fire Hydro.nts to ho.ve 5 1/4' Vo.lve Seo.t. 2, See Index # 407 for Jo.ck &. Bore Deto.ils. DESCRIPTION Stop Less Check MUELLER H14350 with Lock 'WIng a.nd COMpression Inlet or a.pproved equa.l Threa.ded Corpora. tlon Stop MUE LLER H15008 or QPproved equa.l ( TAP AT 450 ANGLE ) A ~ .... .... Sa.ddle required on 4" P,V.C, only \ Water Sa.delle sha.ll ho. ve double sta.lnless steel stro.ps with epoxy coo. ted eluctile Iron body, Service Tubing Drlscoplpe 5100 or Endot/Yo.rdley Blue Jetl SDR 9) 3408 Polyethyl&1e 'w'o. ter Mo.ln CHLORINA TION TAP CITY OF CLEAR\VATER, FLORIDA ENGINEERING DEPARTMENT W 8/7/~ ~ Sarvlclt TuI:l/ng CHLORINATION TAP DATE 06/25/91 INDEX NO. 408 1IF2 REV. DATE DESCRlPTlrtI APP. DUICTILE IRON PIPE RESTRAINT THE FOLLOW'ING JOINTS MUST BE RESTRAINED IN ALL APPLICA TIONSI 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3, OFFSETS - INLET AND OUTLET 4, CAPS 5, PLUGS 6, LAST TW'0(2) JOINTS ON A DEAD END RUN (Mln, 36') 7, LAST TW'0(2) JOINTS ON A HYDRANT RUNOUT (Mln, 36') /'''' f---- L ---j ~ ...~..... ,/ <,:~".<:~:~,,~>, l 'J' l'~,;, "") , ", c /', -":::-.'': "'. -"'7~" "';;;;,;;--/ '::~ "'..... / .......,'..../ l?' <Typ,){~ ,~:~. )~(.IJ ,'~ ,,;) /' ' '''> / "":"2"'! f\, .' .', " .., ),""'., .~ ........~', ~.,.;: I ' ~ ,~'-"', . .... , ~, ''>.. 0(, :"...~.~ I "'"" ("'"- "~.~-...... I < ".....,.'.,':""~)~ ,'...,' ~",' "", ""'j" ""j,,,:y '~.q .:.; ..,<: "J "" Thrust Restro.lnt Restro.lnlng Go.sket (Typ,) ~ L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.> NOM, PIPE SIZE 4 6 8 10 12 16 DO NOT USE FOR ERTICAL OFFSET ELBOW'S (deg.> NOTEI THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL BE U,S, PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. VALVE TEES 9 11 14 18 21 70 D~TE 01115/92 INDElC NO. 403 2 IF2 11,25 3 4 4 5 6 6 22.50 45 90 5 8 12 6 10 15 7 13 20 9 15 25 10 17 29 13 26 63 CITY OF CLEAR\VATER, FLORIDA ENGINEERING DEPARTMENT THRUST RESTRAINING 1 6/27/94 Add 16' ~ SIn T .c.J. REV. D~TE DESCRIPTDI N'P. .~ ... tii "" ~ .. .. II I Z ~~ I 2 00 I ... CP 'J. I ~ ~~ I ~ ~2 'I A. r-- A. '^ 1"4 ~ Z eZ I ~ xi ! ... .c @ .. . ~z ~\I ~ ~~ """ ~I~= ~ ;z .... ~.:.i t -- Z r-- .c 1"4~ o e I ~ III - > Z .... co o ~ M I 11\ ~ " A'-- Z .c= Z O.c z ~A <( ~- ... III ~ A. zO Q ~~ Z III .. A .~ """ Z III ... I- ~ . :) ~ ~~ = ~.c ~ O~ \I M\I . ------------- I NES Comm.: 9836 I I , I Drawn By: I.B. I I Checked By: J.V.I. I I I Issue Date: 01/05/00 Revisions: No. Date Description 6'01/28/00 6 / / 6, / / 6.. .I / 6; / / 6, / / 6 / / 6.. j / 6.. / / 6 / / 6 / / 6 / / 6 / / ~ DESIGN/DEVELOPMENT U) ....I - ~ LLI C LLI I- - U) ....I - > - (.) U) W :E o ::c z ~ o I- 1-<( We W- a::~ I-~ U)~ w ~~ ::)~ :3~ NOTEI THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAIN BETW'EEN PIPE JOINTS SHALL BE BY EBBA IRON SE~IES 1500 RESTRAINERS. CITY OF CLEARIJATER. FLORIDA ENGINEERING DEPARTMENT I I ; i i C6.2 I I I I I I I I I ! , I " I / .- ~ / THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL' RtMAIN rn,E' PROPERlY' OF. THE ENGINEER, AND SHALL NOT BE REPRODUCED. P\JBLlSHED- W 'USW IN ANY' WM WITHOUT THE CONSENT OF THE ENGINEER, @COpyRl~T,},999 /'~?T, p~aLl?HED , I, ..'" , 'A,r. I ..' ,i ;',,;".r. I ,<..:/~tjt;;~/" 18 UNIT *~ TOWNEHOME o lZ'wx8'd CONC. SLAB 5" THK. WI 6x6 WZ.4xWZ.4 & a" T.E. WI 1-#5- -- o ~ y, f, 't S rt PROJECT FOR: LAURA TOWNEHOMES STREET L.C. FLORIDA I I l" = !) G R 0 V E --~ -~~ --=:::: DUMPSTER BY CITY - - - - CLWTR. SANITATION D PT. CLEARWATER, DRAWING INDEX ARCHITECTURAL CVR-1 A-l A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 COVER SHEET FOUNDATION PLAN OVERALL GROUND FLOOR PLAN OVERALL FIRST FLOOR PLAN OVERALL SECOND FLOOR PLAN TYPICAL INTERIOR UNIT PLAN TYPICAL END UNIT PLAN OVERALL FRONT ELEVATIONS OVERALL REAR ELEVATIONS SIDE ELEVATIONS &. PARTIAL FRONT/REAR ELEVATIONS SECTIONS &. DETAILS ROOF PLANS A-l0 A-11 PROTECT TREE W/REINF. RUBBER HOSE J" t-.lIN, MULCH OR \ AS SPECIFIED " "t ~6' SOIL BERt-.l TO HOLD WATER ~ \ 2:DOV8LE STRAND 110 , GAUGE GUY 'MRE ruSTED GAL v, TURNBUCKLE 2"X4"XJ' STAKES - -'J 'tJ\ BURIED J" BELOW irt~1J ~'..n' FINISH GRADE ..Ii ,1''ii~ll '~ f~'iI'J" TAMP TO PREVENT SEHUNG ::;/ RED PLASTIC Fl..AG ON -------.. / I'11RE ABOVE TURNBUCKLE ......-;< &: 4' ABOVE GROUND (TYP,) I ," A80vt- FlNISW GRADE ''i1Ifi1f~ TREE PLANTING DETAIL C.RADE AT \'kilCH SHRUB GREW PREY10VSL Y,(MIN, ," ABOVE FIN, GRADE) J' MIN. MULCH LAYER fAIN, DEPm OF 12" PREPARED PLANTING SOIL FOR GROUNDCOVER BED SHRUB & GROUNDCOVER PLANTING DETAIL '- A-12 A-13 A-14 A-15 A-16 P-1 P....2 P-3 E-l E-2 E-3 AC-1 AC-2 ~:. Joe No. PLANT @ 3' - 0" O.C. S826 PLANT @ 3' - 0" O.C. ~8Y pt-7 PLANT @ 2' - 0" O.C. O-Eo::EO BY PLANT @ 2 ' - 6" O.C. PLANT @ 3'-0" O.C. CVR-l OfIl E:xJ.STIN G TREE ALUM. FENCE EXISTING TREE FIRST FLOOR FRAMING PLAN SECOND FLOOR & ROOF FRAMING PLAN BUILDING SECTIONS BUILDING SECTION/WALL SECTIONS SCHEDULES & DETAILS INTERIOR UNIT PLUMBING PLANS END UNIT PLUMBING PLANS PLUMBING RISER DIAGRAMS & SCHEDULES INTERIOR UNIT ELECTRICAL PLANS END UNIT ELECTRICAL PLANS RISER DIAGRAMS &. LOAD CALCULATIONS INTERIOR UNIT AIR CONDITIONING PLANS END UNIT AIR CONDITIONING PLANS ~ ~ Z ~ > < I EXISTING MASONRY WALL ~ ~ o o ~ NOTE: THE GRADING CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT THE TREES THA T ARE TO REMAIN ON THE PROJECT AND SHALL NOT OPERATE HEAVY EQUIP- MENT \IIITH IN , 1/2 DIAMETERS OF THE DRIP LINE OF THE TREES. n-jE PROJECT MANAGER SHALL RIBBON OFF THE TREES TO REMAIN AND NO HEAVY EQUIPMENT SHALL OPERATE \IIITH IN THESE LIMITS. EXISTING TREE f"f , f If , ' , ~ ,. " . " , f.,' \ ,,' 'f '" ....... ~. ". .,'. '" .,'.... .....'. f ,. A. . . I .f '..., 'f .' ,. '. . ", C" , ., .f . I f 'f".:,.:... I " " ': . '. l: ..,J : '. ", ' . ". . .' 'k" ". ..'~.., ,t,,"'" ,', '. ". . " ~':" . ..... ~ J:.' , ,', ,.,., . . ""f ' II' ; 'r. : " . .. .~' , .." . ., '. . f .. I ' , '"" 'f "f ' . . . 42" FENCE NOTE: SEE CIVIL ENGINEERING DRAWINGS FOR DIMENSIONS & ADDITIONAL INFORMATION ... "- ... "- "- "- "- "- "- "- "- "- \ \ , \ I I \ t \ I \ I \ 0' DRIP UNE E HARDWOOO TREES DRIP UNE PINE AND EYUlGREEN TREES - -0 _ _ __ _ __ _ _--. __ _ _ __ ___ _ ________ - ---- ---..-....---- - ----..- - -- LAURA S T R E E T i 'i n ~ [I -=.rT--: --- \) ,", ' ~'- " '" , , " ;' ,,-/ r' ~ " ,J ~"~/ l,',;/ ,,; v " .. "/ ,'\.:::. <~'I '\,0 '".:'j ... ;' <~! ,~ I ,I ii:~ -,,~. .,'--:.":) ,'- .,~ ""'\ '~~/':~y I '~~,/ BARRICADES DRIP UNE FOR HARD WOOS AND FULL DRIP UNE FOR PINES M 5 FOOT I'MICHEYUl IS LARGER SCALE: 1''''20'-0'' --- -- N C SITE PlAN TREE BARRICADE LANDeCAPE CONSTRUCTiON NOTE6: L ALL PLANT MATE~IAL. TO ee FLO~IDA c;F<AOE NO. I O~ eETTER ACCO~DlN6 TO l=LO~IDA GRAD/:5 AND 6TANDA~D6, LATEST EDITION, Z. Tl-IE CONTRACTO~ Ie TO PROViDE A l~~"c> COveFitAGE AUTOMATIC IRRIGlATION eY6iEM. eEe CiviL ENGINEERING DF<AWIN6 -cf.2 FO~ ADDITIONAL NOTes, 3. ALL. PLANTING BaDe AND TREE PITe ARE TO Be MULCI-IED W/ ,311 OF cy~ee MULC~..1. 4. ALL. T~E& ARe TO Be &TAKED AND/OR GUYED ACC~ING TO Tt--IE r>F<OJECT LAND6CAPE eFE~. :;. TI-IE CONTflO?ACTOR &I-IALL WARRANTY TI-IE PLANT MATERIAL. FOR ONE "rEAR FROM FINAL ACCEPT ANCl:. b. &EE CIVil ENGINEERING Dl.l.lGr. -cl.2 FOR AODIrlONAL LAND&CAPE 4 TREE Fl'<OTEctION INI=O. LANDSCAPE INDEX SYMBOL QUANTITY COMMON NAME 15 LIVE OAK 15 CREPE MYRTLE 47 PITTOSPORUM 36 AZALEA 116 ORNAMENTAL GROUND COVER 20 GLOSSY PRIVET 54 INDIA HAWTHORN SCIENTIFIC NAME QUERCUS VIRGINIANA LAGERSTROEMIA INDICA PITTOSPORUM TOBIRA RHODODENDRON SPP. MINIMUM SIZE 8' HIGH. 2-1/2" CALIPER B' HIGH, 2-1/2" CALIPER REMARKS 18" HT" 18" HT. 1 GALLON 18" HT" LIGUSTRUM LUCIDUM RAPHIOLEPSIS INDICA - 18" HT" - ~ I . 1O~ O~ ~/:'- ~~ I~ ...c ~ ~ u Z ~ ... Z ...c Z ~~ < t'"'""o~ ~ U8~ ~ ~ I ~ ~ ~~~ ~~~:~ Uc;~~ .~~.(o ~.........~....~ ~ .~~ ~ 5 . {/)~ ~~ ~< .~ \IJ~ .( ~f:j ~u ~ ~ ~ -< ~ ~ C) ~ ~ o ~~ ~ ~ . pa~e ~~~S ~ ~ rn ~ o rn VI. ~ ~ lJ;:l<~ Z ~ 8 . ~S~~ o<lJ;:l~ ~~z~ ~ .( ~ .. 0 ::3 ~~~u Zo ;J~ I ro ~ .f<. ., LEGAL DESCRIPTION TRACT 1: THE SOUTH SIXlY FEET (S60') OF THE SOUTH ONE HUNDRED FIFTY FEET (S 1 SO') OF THE NORTH FOUR HUNDRED EIGHlY-EIGHT (N488') FEET OF THE EAST ONE HUNDRED FIFTY FEET (E150') OF THE WEST FIVE HUNDRED SEVENlY FEET (W570') OF THE NORTHWEST ONE QUARTER (NW1/4) OF SECTlON 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST. TRACT 2: BEGIN 450 FEET EAST AND 488 FEET SOUTH OF THE NORTHWEST CORNER OF NORTHWEST QUARTER (NW1/4) OF NORTHWEST QUARTER (NW1/4) Of SECTION 15, TOWNSHIP 29 SOUTH RANGE 15 EAST FOR POINT OF BEGINNING; tROM POB THUS ESTABUSHED RUN THENCE EAST 120 FEET; THENCE SOUTH 56 FEET; THENCE WEST 120 FEET; THENCE NORTH 56 FEET TO THE P.O,S. TRACT 3: SOUTH 44 FEET OF NORTH 588 FEET Of EAST 120 FEET OF WEST 570 FEET OF NORTHWEST QUARTER (NW1/4) OF NORTHWEST QUARTER (NW1/4) SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST. SUBJECT TO ANY EXISTING ROAD RIGHTS OF WAY. TOGETHER WITH: A TRACT OF lAND IN THE NW QUARTER OF THE NW QUARTER OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, DESCRIBED AS FOLLOWS: BEGIN 420.00 FEET EAST OF THE NW CORNER OF THE NW QUARTER OF THE NW QUARTER OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, AND RUN THENCE SOUTH A DISTANCE OF' 338,00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 90.00 FEET, RUN THENCE EAST 150,00 FEET, RUN THENCE NORTH 90.00 FEET, RUN THENCE WEST 150.00 FEET TO THE POINT OF BEGINNING. AlL OF THE ABOVE CONTAINING 0.7274 ACRES MORE OR LESS FLOOD ZONE INFORMATION C~ THE SITE APPEARS TO BE IN FLOOD ZONE .X., ACCORDING TO THE FEDERAL EMERGENCY ~GEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNllY PANEL NUMBER 125096-0015-0, DATED AUGUST 19,1991. ~~ ,~, ~.J' 0:; '--c, e- ,r C:' ,-: (e THE INFORMATION CONTAINED WITHIN THESE DRAWINGS REGARDING EXISTING SITE CONDITIONS TAKEN FROM A SIGNED AND SEALED SURVEY BY DANIEL D. FERRANS, PLS 13885, DATED 07/16/98 ::..~ ~ > I " I '. II I ~ I I ,...,,<\-i~;'-~- .. ';-"- _.,', _ r---r, _ . f., I\jG is AN I.NStR0~Ert~ O(SfRV1C'E' A,"iD' SHAlLREi~f;'N THE PROPERTY OF THE ~N "AND SHALL NOT 8E__'R~t~OOUCED. PUBLISHED O~ USED..iN ANY WAY WITHOUT ONSENT. ,OF, THE SNGINE~{'L': r I!) '~@:COPVRIGH! 1999 \jOT PUBLISHED 'jX/tt'~<~';~ ",.; " , " "',> l', :.''< ,\,;.;' .' 'Jj,t't<\.,r. -.'. ~ li).%"1 . " ")~<,;:j:'ttf ";;,' '/ ',' ,Z~ ~.';J'" ,,' ';.;. .',: ~.'lif:lt7b . I ' , ~ ,-~-~_.1.~--L.~------_ COPIES OF "l~'1i :. pt"/i;'i ~RE: NOT. \AU'D lAILFSS EMBossm 'tilTH ~HE S:'Gi'lJING U,C;,"EER'S SEAL I 1______.___ -.--------.---'_--____________i ,.. ""IIIl ,.. ., SECTION 15 , TO'NNSHIP 29 S, RANGE 15 E CITY OF CLEARW A TER LEGEND EXIST. ELEVATION C) C) C)' '.. x .... "...III EXIST. CONTOUR NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER -------- ,,'......-.,........,...,.,,'...-, 1 0 ,.,,,,,,,,,.,,,,_.,,",,,, +10.00 PINELLAS COUNTY, FLORIDA -----10---- NEW STORM SEWER ------- NEW UNDERDRAIN I......................., EXIST. SAN. SEWER _1_1_1_'_'_1_'- I i I NEW SAN. SEWER .'_1_1_1_1_1_1. , . '\.~r i ,l,\'! '1' f ' . - ,......, ~ ,I ," ~ I .:{fJ ,l"'ti' \:11. , I' "11 >t"l -q:_ ,l -.J '''- ...q, I'r.t- ~ 1,:1 ~t~IL EXIST. WATER SERVICE --------------..-- NEW WATER SERVICE -...............- ) NEW INLET . . NEW SAN. MANHOLE II I, C.O. .I_I_I~I_I_I. NEW CLEAN-OUT(C.O.) NEW BUILDING AREA 1 if 1 II NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION OF NEW UTILITY TO EXIST. 4 M B.F.P.D. F.HA F.D.C. T.B.O, T,&V. METER BACKFLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE ; I ~ .... .... ., TREE LEGEND EX. OAK @ ,. . ~ '. ._,' l -=~ , , 1 .:..J o a:. EX. PALM ~ t-,- ,.)t-.1 .'.b.. TREES TO BE REMOVED '@~ / , / , ,~ ..... I - SlarE DATA ., EXISTING (E) PROPOSED (p) TOTAL (E+P) REQUIRED - ZONING: UC(E) UC(E) UC(E) - LAND USE: URBAN CENTER DISTRICT URBAN CENTER DISTRICT URBAN CENTER DISTRICT - USAGE: VACANT TOWN HOMES TOWN HOMES - 0.7274 AC. 0.7918 AC. 0.7918 AC. LOT AREA: 31686 S.F. 34492 S.F. 34492 S.F. - --- BUILDING COVERAGE: 9846 S.F. 9846 S.F, (S.F. &: % OF GROSS SITE) 0 28.5% 28.5% - --- GROSS FLOOR AREA (S.F.): 29538 S.F. 29538 S.F. F.A.R.: 0 0.86 0.86 3.0 MAX. FRONT: 0 30.5' 30.5' 0 SETBACKS: SIDE: 0 6' 6' 0 REAR: 0 - - 0 HEIGHT: 0 26' - 8" 26' - 8" 150' MAX. PAVED VEHICULAR USE AREA: (V.U.A.) 0 8438 S.F. 8438 S.F. - IMPERVIOUS SURFACE RATIO: 19589 S.F. 19589 S.F. (I.S.R.) 0 0.57 0.57 - OPEN SPACE: 31686 S.F. 14903 S.F. 14903 S.F. (S.F. &: % OF GROSS SITE) 100% 43.2% 43.2% - - PARKING LOT INTERIOR LAN DSCAPI NG: 2200 S.F. 2200 S.F. (S.F. &: % OF V.U.A.) 0 15.65% 15.65% - .- PARKING: 0 18 SPACES 18 SPACES 18 SPACES PARKING CALCULATIONS: 1 SPACE PER UNIT = 18 UNITS = 18 SPACES REQUIRED REQUIRED PARKING PROVIDED BY GARAGE. all () (f;~~~ -fOOlAup\.~+ oDJ!D-ttTrt-' .. ~-__.!,ctEARVVA lEH ~--$--"".",,-, ... ""IIIl INDEX OF SHEETS C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C5.1 UTILITIES SITE PLAN C6.1 CIVIL SITE DETAILS C6.2 CIVIL SITE DETAILS SITE PLAN APPROVED CASE # f'~(1(9-&1'~ CASE 'TYPE ~ 5 ORe DATE. S .{c.JO CDBDATE ~~ SIGNATURE DATE c.tS IN .,1""11' I 'f " ,\ ".IIi' \ # .. ~ , .. . . 1'r' '" -- .. J z ~t o 00 i= cp "! oet ~ " ... ~Z ~ '~- o _c= A. ~" Z t:~ oet ..- ~ xt I- .;(@ ... . ~:J: ~V .... ~ ~ oet -.. V\ I- H\ ... Z ~Z ... ~.:.i ~ -- Z ~.. Mt o t: I ~ ... - > Z ..... " ... ti) ~ 00 o ~ H\ I U\ ~ " Q ~ Z .;(~ Z 0.. z c= Q -ct c=- ..... ... c= A. :J: 0 Q ~~ Z ... .. A m c= "" ...... .... i= ~ . ::::)~ i O~ . .... V\ ~ -.. '..;( ~ O~ V H\V . I NES Comm.: 1 Drawn By: I Checked By: 9836 LB. i ... . ___.. J - '.. ... ......., J.V.1. llssue Date: Revisions: No. Date 6 / / 6 / / 6 / / 6 / / 6, / / 6 / / 6 / / 6 / / 6 / / 6 / / 6 / / 6, / / 6, / / U'''I 01/05/00 I -- "---"-.,-' i Descr:ption 1 .., I ~ DESIGN/DEVELOPMENT - -- ~ <:C C w I- - (I) ..J - > - (.) U) w :E o :r: z ~ o l- t- W~ W~ ~O .....~ U) af w ~~ ::;)0:: :3~ ;f%<iJ..~. '1 C1.1 ,~ .3C,OO co co co 0J 0J o ..-< 0J r---- ..-< 0J ~ ::J -:J u OJ ::::: Wl ~ o OJ .w ~ U! ~ LD CT) CD Cll ~ CD m 0' ~ U) -<--' U Q.! ~ o L 0... ~ ~ :.n l.l ""- /' ~ S89'42'42'E (cr~L ) ~~ " f,~ rJ t;~ I " .. It. AJn 0-0 :--a 'IJ 'C ---j\ 'i I -1--- 1 12'x 1 0.x6.... THICK 3000 PSI CONC. DUMP~TER PAD WI 6 HIGH WOOD FENCE & 12' WIDE ROLLOUT GATE 420,02' ~- STREET DRE _ (C~L ) NORTH LINE OF SECTION 15 ~- e:;?"" A .~--' I I i8 UJ :D6:b~hISTING j~~~~j---I- PAVEMENT r" .. -"rCLP-. ,.'v~ ~:- E-- ~I ~-----~-- --- - ----- - - - -- ' 0 G I \ L0 ---- j ,- J - -I S- 89042'42" (,.: --- - -l---_ ______ i . I ",3'< 'I ~---- .~ ! --==----l ,,-- 124' -'T ; r~ __"._' - I - '-\ ,.~ "DO NOT ENTER" SIGN ~--~ ->'- l- I ,-; T ,_ LJ I : ~f 2 'N, F HUG H EY' S S lJ 8 , P B3 PG 3 Q) u c Q) 4- v c w .::;:. c ~ '-- o s: u c- L w CD > (j ..12Q" c ~_ Q , r"", U ; ~ v +-' C ,1) E Q) > o 0.. ( 1 '-----" Ll _J cq o J:.:: Q +-' o s: 0.. (f) o :j1 d ----------,...-...-r-- .:: ,j ______ i ~ I I \j'~ . ~-- \ lJ \ uJ . :)- D- , (/) D - PO U I\J ~ ~__ Hl j' [ l~ .-- C Q) ~ '-- Q) > o 0.. ~ o .c 0.. (f) o NEW RETAINING WALL ~y) (4,), 6 ^ ----' \/--- ------ ,..!., I ,_ ,:,! .."....'....r..~....: f "~.'\~",,....,~~./'.:l~;~' .,...'.'....r:.~...,# "Y'/' '.':':"~ ' .. :, ';', ",'. ':., .", -:'..."...,, <,....c'~'" \ ::,,'~ ",:.;if (DI NEW 'CURB ~ TO MATCH E ISTING (0 L / If NEW 5' CONe. SIDEWALK lMI, l1~w. @ MEET ADJACENT DEVELOPER'S NEW SIDEWALK CONSTRUCTION R'~o24,99 I-J rll EX 4" PVC WATl" 1\ U I~ srrf~E E q;~,J025 GRATE,2413 'NY,2225 ~ ,-I- I '-r 5, -=--=---==____-=--=--=-=-:c.::..:.-----=.c-=---= , _~ '~ '1~~}84~ \ - --------------- -- -_.-~-- -+ft[=~ .~., = . I I I , 1 I i i i I -------- ~___=_:"Tr______~__;_ .r =--=-=-'---~--~~~~=1 ~ -----.- '''''[L''P--'--'- " \ '__I NEW CONC. DRIVE ~ U W~ ~~ r:n~ O~ ~~ ~r:n -----...-------+ I --1 w '" lJl \U I ru ~~ I 0 __0 o I vi Z D f----i ~(/) f----i '--J > \U C\J W L'J <[ CL f----i r::=1 r=:q ~ (/) 0' .~ ! IES D ~ L 1 1- D D~ r=:q--.J CL I I /", ICL '--/ , o ) l.;) \D (lJ LL ~" ILL '-J 5 , CJ' C\J IlJl \[1 IC\J I ---~ I I 1 6' chain link fence l 01 o 61 L0 I iN.ld224 ~ ~ Z ~ > <:C ~ ~ o o ~ L) ..-d' @ RIM,30.99 RIM,30,96 10 --------~I:~ "'-,, , - '-'.,-",-\" '",_, _1, ~ -.- -.- ...~, G~ z ~t o 00 ' i= CO "! A.... ~ ~Z ~ ~2 o -A. Co. ,,~ ~ 1"40 Z bz : xi .... ~ @ .... . ~ :z:: ~~ .... co... <t ~V\ .... M '" Z ~z u.I ~.:.; 1 ~ i=:~ Z Mt o t::. ~ ... - > Z u.I -.-------..,- ---- -., ---. ---. --. "'- --- .-------- --I Q S D flU I t u'; -I' t I", ... tJ} 0" ~ CO o ~ M . '^ ~ " Q ro- Z ~~ Z o~ Z ~Q ~ ~- .... '" ~ A. %0 v'" Q id": z .~ <et :a:'" .... .. ~ . ::,) ~ ~~ ~.c( o~ MV . I NES Comm.: L Drawn By: l_~heCked By:.. 9836 I.B, J.Y,I. ,=-~ .., ".')1.' "i~~W 'J , " ~ ..". ~.'). ;.: . 'I '. jft' c. i. ,f." ,.c....... .' q~ 1 ~~" Issue Date: 01/05/00! Revisions: N2~ !)9~~ Description ~ 11281 00 REV. WATER ~ 167'14Too'PER--CIlY COMMENTS & :1} 1 ~ I!Q ~~~~. CI.1Y COMMENTS 6; I / .' 6; / I 6 .,--.i I / 6'1 /, I 6:/ L ' ,)" / 6 I ..., / 6 ' .., I 6i ! 6, / ----~, '. . ,V') '} ! / I / I / .. ,r; i j , !&Ib.l I~ DESIGN/DEVELOPME~T -- - -- IX PERMITTING & BIDDING :.', CONSTRUCllON (JOC\J' - - - ~f ",en .. ... -n :'0 i:: CI) w :E o ::c z 3C o I- I-~ We w- o::~ I-ii CI) ~'^ w ~!;;: ::;:)~ :3~ EX HYDRANT I I I z :3 a.. w I- - en " z - ~ ',,~ en SCALE: 1"=20. 20 20 40; o 10 i:I4i" __,_~tt.!;' ,/;" C3.1 ..hJ:;~ 30,00 co co co (\J '" '" OJ o r---- C\J :::J -:J l:::J QJ 3: cr> ~ o QJ -'-' r-< (J) ..--- CD ,"" OJ CJl ~~ CO CJl CJl ..--- Jl ...-> U QJ o L 0.. ..--- .:::::. U QJ +-' ..--- +-' C Jl QJ Z ..--- ..--- S89'42'42'E (CAU LOT "" 1 I .j...,----~.__.- .-. ~!' ~ 2"14, r--- ! i I -- --275-- - 1"--;''' .,..27.6 c_IJ I // F- H LJ c; i "1 [y' S ?B.3 PG3 27.4 ~ -~\ ,r-- \j , 32_QO~_ ---L---- __ ,__ __ I 1--- - -- -- "i:'1T3--- ---- 27,0 ......., + /\ _-----.J \ \/ , Ui\JF)l_A ;- T t-I., -:63 -l----- 25,19 25.12 ------t 25,i6 ,. 25,05 ~~.~: 1478 \" Q ?:~9 2m =+-_______* 4.:\5 - - -' - -:~ pp "25, 0 4 " ,,-m-----'''1 asp h (J it po, e rT', e c, t I 25.,6 42002' ImRTH LINE OF SECTIm~ 15 _ (C~U --T- I 1 ",+- I v ~- 296 + I j 18" 3lr4~-.-- ~ - -., -- - 296><:'::- ,,30,5 ! ~ 3037~ ~ 3050 ~ ~ 30.6 - +295 ~05t / 1 - - olD'J 23" 307: ~ 'i076 309 30,61 30,62 ~5!r- 30,92 _ ----- 30.32 ,,-" 24"r.r-- ",- 30,20 @300 ,-" -" -" +30.20 2939 3003 ",-"'- 3002 Pf~~ -1;: jl-~95:9~ ~~o 3 L -f' c"~ - II _ 14~2~,75 /91-E- ,,- 1 -, -- -- -- ."r-: J\n,; ~: G l~ R:8ELlN: ~--1S-890~214T ?(~\- _;;"84 <8,3" , - r "- .;J' .U . . / -~ - - ! +Yll"- - - - -'3t' -\ - ~ ,,- ",' +,,, in......' _.~ -~ DOUBl --c)~;~.. I ! I i" I ~ 29.5 ~I.e ~J' 2 I I I K,~~ ~ . I 29~ .IL. 30.5 ~ ! u>. .. · """1::::.-- I : ~ ! := I I · A ~ I : I I"' ., r NEW I I I! ! I r r SWALE ~3 I ! F.F. EL. 30.5 _ ~ ~ / ~~I +293 i I J A r;;1. I ~/ Ct I 271 ~:~AC I ' jf: ~I I <, ~'EL. 29.5 - -~ ~~ "'---- u.. i' I I! ~ ~ ~ ~ J : I ~I.l' I I "^" I.Ioooj EW 3 STORY: I ~!a- s:> ~ OWtiHOUSES +28." -. ~t::::= == ~ CX)J F.F. EL. 29.5 : !to . o I I or. _~ A I~, o ~ ",.~r - nS- - --, - ~7~-;il R A Cl RIM=28,69 E 1 \ I, \ \ 1 \ \ 3114 ~ J t~--- "o~ _/~--- 3030- ~~9 I ;,../ ,- _- !O 93 --- F- '-c-,:-- ~:~- -" "-;- :. ,8 iI _ _ 304 -' ~"'.::::::=-- -' 3033 ' ----- + ('~ "- '30.48 E . ~-_+-- 3035 ~" ~"ID.' \"" rl' R ~ ~" C" \. "30.39 \-.=\ ~- STREET DRE\J p,::7 I -' .-l ,!; yt.21" 1"\0 r-----~-~--, 14 28,4 . I YI8"1" I ~,7 . ... I I I I M I ... .- I ~4 ~ i- I I I I I SUB, ill U C ill '<- I rr ~ I .---- I I ~ 212 .... I I I I I -'<: C F.F. !L 32.0 F.F. EL 32.0 c o .r:: u / F.P. EL. 32.0 ,.~~ w r .--- A:l,6 ~- -. I I I I 2'l0 ~' I I . ... I I I I I 29.1 8.6 I , ~ .JJ I ;ro.~ ~:::,." lr. X F.P. EL 32.0 F.F. EL. 29.5 I I ~ ~;:::,.., - -. I I I . " +"' +27,9 +-' C ill E ill > o 0.. I 11 I I \ I FJ=. EL. 29.5 I I 1 .tL4 TI~.. (j tl6 ~I ~2! 1 F.P. EL 28.5 I I D +27,8 ~.F. EL 28.5 o .r:: 0.. G~ o 26.9 D ~ + NEW 3 STORY TOWNHOUSES F.F. EL. 32.0 ~------ --- j lJ) y L) CJ ~ f=Q ~ / -- ------- .78 -P c: Q.J t:: w > o CL +> o ..c: CL Vi d 3U9 G" \0 '--'0- \ . r::Q \..J +3186 -. .-" -.,.- -' _ , -,,'-"'-' 1'"30.54 1-3065 '30.38 "29.98 "YUo + fl:Md2,24 EX, HYDRANT 3,01 (LOCATION APPROXIMATE) 1 ----~ ~ L w " If) (lJ leu .--1 I~ I~ Z D t----1 (/) 3t----1 > (lJ (lJ W L:J <I 0.- t----1 H f=C1 ~ --.J (/)(]\ :Y:: To o r:r:l r-- D D~ f=C1rr 11 1 /, Q... 'J , o If) ,D cu I ----i I 12 'J \~ liD \0 1(lJ I -; ~ ~ --. 6 01 1 0, 30.81 ci 1"3030 tf) i + 30.70 ~ ~ z ~ > .~ ~ ~ o o ~ 3054 ~ RIM,30.99 + R 11.1.30,96 .... (EX .... HYDRANT 1/3 Dowel 10" D.C. 8" Brick Masonry (2)6"x 18" Underdrain stub - All inlets See Index No. 203 #4 os shown C4'-0"Min. #4,6 D.C.jE,W. Cold Joint SECTION Y-Y Underdrain alignment adjusted with 1/16 bends not 90' ells ~ x RH. - Ul OR DOUBIJ! WIG NET ~1fl SECTION A-A IllY. CIIllI - r--l 4 SEC110N A-A NORMAL VALLEY GUTTER CURB SECTION - SEE INDEX 101 N ........ ~ :...,: Concrete filled 4" p.v,c, support post to be used at center of inlet throats on double wing inlets. DETAL A NOTES 1, When pipe diameter exceed. 30', inlets shall not be used a. junctlon boxes. limit three pi~. per Inlet. 2. Chamfer all exposed edge.. 3. All concrete 3.000 p,..i. 4, Center ",pport .had be ueed on double will9 inleta. See Detail A. -, CITY OF' ClEARWATER. flORIDA ENGINEERING DEPARTMENT !If lWt ~ !If TYPE C WING INLrT fOR 8:.0. R.C,$. VIIlI.LY GUTTER CURB '2 K& ,~, C -A -4- LIMits of" concrete swo.le LIMIts of pay quo.ntlty PLAN ~.'.'..l SECTION B-B NOTE: Subject to City Engineer's o.pprovo.~. To be ysea only In unique situations, III[V, IIo\TE IE$CU'TIllM It 10' SOD 3: 1 SLOPE 27.8 IN" 4 16 Contlnuou SECTION c-c CITY Of' CLEAR'-'ATER, FLORIDA ENGINEERING DEPARTMENT ~~ Wt CONCRETE S'-'ALE r'~~ Cl€DCCI I'f DE TAIL IHIIC( IG IESJlH:IlI'f VALLEY GUTTER CURB 107 -, H.la. I ~ I [FF 1--4' 28.0 :. ~-;'h"j;I~;,i ELEV. 28,5 .. L~ ~r m'" -. .. -n :'0 i~ CROSS SECTION D - D N.T,S. It ~ ~' (v + 10' SOD F.F, ELEV. 30.5 12:1 SLOP 1--4' , 29.8 30.0',. ...,... . . mi31IEITri31 ~:.'"l CROSS SECTION C - C N.T.S. SCALE: 1"=20' u~ ... tJl " \r\) z ~~ 9 00 I- OOU '" ~~ ... .. Z ~ ..- o _cc A ~A. .... M'^ Z e~ .. ..- ~ )(t .... ~ @ ~::J: ~U ... !~ ~ ... '^ I- M .... Z ..Z .... .... .... ~ -- Z ~.. Mt o e. ~ .... - > Z .... . 00 o ~ M . 11\ ~ \J Q ~ Z ..= Z 0.. Z ~Q .. ~- ...I .... CC A. ::J: 0 U'" Q ....... Z .... .. .A l:A cc ~ :z:.... ... ... ~ . :) ~ ~" = "If" ~ O~ V MU . I NES Comm.: I Drawn By: LChecked By: 9836 LB. J.V.1. I I _ . --1 Issue Date: 01/05/00 Revisions: No. Date Desc~j.fltion Lt.:1/28~ REV.WATER-- ~ 6/141 00 ,PER CITY COMMENTS i ~ 7 /12 1 00 PER CITY COMMENTS ~ ~ 1--.L_ ~ / ~==~~---~-----_. Z --~Li~= -=~-~-~-~-_-_ ~I ~ ~ ~ ~ / / _.~-- i ~I~ DESIGN/DE~ELOPME~~ -- ~ PERMITTING & BIDDING ~ CONSTRUCTION DOCUMENTSi z S D.. W I- - (I) W " -<< Z - ~ C Q Z -<( C) Z -- C ~ C) U) w :E o ::c z ;: o l- I- w LLI tx: I- (I) ~ :) ::5 <C C - ~ o ...J L&. ~.. w I- ~ ~ <C w ...J U ..I4!t.~ , L-. . _ . ., t" J f " THIS DRAWiNG is AN iNSTRUMENT OF'SERVICE1IND, SHALL,REMAlN 'rkE, P(lOPERfY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBUSHEI),QR' !J.sfJ~ -I~ ANY. WAY WITHOUT THE CONSENT OF THE ENGINEER'f~, <" ;,%1 p.'fR~G[l~.1?i9'.( ;NOT PUBLISHED ~ ~!~;0': :~i~\'Ji1~ ' ,,'l'~!~ '~r'''' t+ : 1"t'V . '11'10' VALID UNl_ESS G EI'JGINEER'SSEJ.l ~ ~::~:u.'~~.:._.~.' " _._.,_~.::.. C4.1 I -- . -- -- -- - . - . . -