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CLEARWATER, FLORIDA \..-~7 1'H.l;l:m~1 p'..u:.tn1I"I>>OIo~1 ~ ~. , . e r' " -t "'Po ~ i- ')>.. !h I ~ - "'-'ll' ii E ~(~ t l~ ~ 1-1 ~ I I Dl. ~ fJl z: ~ E ~ '\"\'\ '\"\'\ ~ "" '\'\I I~ '" < ;;: - ~ Iii I...........~ ~^' fJ :::::; " ~ CJ z: E:, E! I u E III ; i ~.~ ( ) ~W_ol_ln<L ISLAND TOWNHOMES 000013 ~ ~ l!!'" S~ ARCHITECfS IliU --J ~S :l;!"" .. !l ~~ BRIGHTW ATER DRIVE j ~..~ \..r "~ WJ4C-iU:..:II;I. ~I.r. ,.. CLEARWA1;ER. FLORIDA ~1,7r}~U l'n.~~n , View looking south at site View looking east at adjacent property -" ....-:-...:-:,-~y~~,;;.. ... h . '~.-. ';~','::~"~::'~ ;.~ ;,,~r,;)':,'9f--' rll -ill View looking east at rear of site 161 Brightwater Drive FLD2002-11 042/PL T2002-11 005 View looking west at adjacent property View looking north across Brightwater Dr. I- I I . View looking south across water at single-family dwellings 1 @ c::cri5:I I~. Project Site ~ lOCATION MAP Site: 161 Bnghtwater Dnve I Case' Properly Size (Acres) FlD2002-11042 PlT2002-11005 Owner I Brightwater Investment Establishment 047 08/29/15104932/000/0140 PIN 08129/15/04932/000/0150 08/29/15/04932/000/0160 Atlas Page. 276A Overnight Accommodation <:> ICI ~ ~ SA YSIDE DR $ 3 '" '" ~ ~ &J ~~ ~ ;.: 1:2 ~ .. :0; ... Single-fa mily esidential qf\ \5J Overnight Accommodation Multi-family Residential g'f{ ~~ ~ ~ .. 1;l ...... iI! '" ~ .. ~ ~ ... '" ... '" '" ... '" ~ ~ ~ ~ ~ :!; :0; ~ "- '" ~ ~~ EXISTING SURROUNDING USES Owner I Brighfwater Investment Establishment I Case I FlD2002-11042 PlT2002-11005 Site 161 Bnghtwater Dnve Property SlzefAcres} 047 08/29/15104932/000/0140 PIN 08/29115/04932/000/0150 08/29/15/04932/000/0160 A tlas Page: 276A " .,~ AERIAL MAP Site: 161 Brightwater Drive I Case: Property Size (Acres) : FLD2oo2-11042 PL T2oo2-11oo5 Owner. Brightwater Investment Establishment 0.47 08/29/15/04932/000/0140 PIN: 08/29/15/04932/000/0150 08/29/15/04932/000/0160 A tlas Page: 276A .,,,, ...... ...... '" ~ " '" ~ ~ '" ~ '" .. '" ~ ~ :!; -~ '" ~ ~ Lr.I t-.. 0\ '" '" '" .. - ;:: ~ @ !} fJ~ ~~ '> '" ~ ~;,;:g 3liil l;l'" i8:g", "4- ~ ..... ......... BRIGH1WA TER DR p f! <:> \0 '" ~ ~ ~ ~ ... ... f? ., '" '" '" t ~ ~ !; !; !; p I : Owner: I Bnghtwater Investment Establishment ZONING MAP Site: 161 Bnghtwater Dnve I Case Property Size (Acres) FLD2002- 11 042 PLT2002-11005 047 08/29/15/04932/000/0140 PIN 08/29/15/04932/000/0150 08/29/15/04932/000/0160 Atlas Page 276A w~ nI4MNlIwOIlQi.UiJII I'IIY..... "'" .dhO'bl IItU:,. ""1IYm- ftOI'-ftI't 1a.p.QI:W "'-C'f"' UUIi ... I.I.IftS ....... GM"t1I.AD:) -.of' I(t&I.'Vu~'RL 011I ......IJq;W"'IlImAM1jJ- "Y"M dtilY'l ... .,., ~U'~S~ aplsq ON t. o'i &a - l- ea (I)> 11 , r C j: , I (j : I i' I' i j r I ; 1 II \, 11 I' " , , , , I' t 1] , , i I i I II i! : I I II , II 'i Ib,>, ! 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HEIGHf: ~L'(JOO 2:eJI'llE 1~lrO!f{il'Jlt\~rl(J~1 PAVED VEHICULAI~ USE Ar~EA: (V.U.A.) 2,2613 S.f'. ~VA THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHI~~ FLOOD lONE AE (EL.11) PER FLOOD INSURANCE r~AlE MAP 125096 00010 MAP REVISED: AUGUS T 1 g, 1991 15,1913 S.F. 0.13 I~-APERVIOUS SURFACE :~A flO: (I.S,I~.) 0.'35 MAX. OPO~ SPACE: (S.F. & % Of' Gf~OSS SITE) 100" 0.05 Ii 5,6~9 S.F'. S.f'. 21.1 % 1,039 S.t. .6Y. i: i' PAr~KI~~G LOT INTERIc)(~ L\NDSCAPING: (S.F. &. Yo Of' V.U,A.) 10Yo , '''./ f' PARKING: o 2 PER. UNIT I~~ GARAGE==20 15 SURVEY INFORMA nON PROVIDED BY A SIGNED &. SEALED SURVEY BY: I Br~UCE A. KLEIN, PSM #5052 1.5 SPACES PEr~ U~~tr x 10 UNITS ::: 15 SPACES PARKING CALCULA flO~~S: I;:.i.i~ . ~ ! ~'g!'.,.,~ .:::'=~~~~ ~~ ~;'.~ ~~. ~ 'i~"~~~'~:-_~~::"'-'.;.i ~""--.- .-.. <_T:t., ,~'fL../~~.!.J.! ...!~1: i-~. ~~~~JtP; _:.1. ...~~:Jf>' .~ ~ ;J'" IV) · .. 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'.._-"'_1 ~) ~.~ _.......:..J j lj) ----.. ;~ 1"""- \#) ~tJ ,;-) > ,- .< ~~ r] t.l~ 6 f~ {'J ~J r~ ~~ ..(... ~p t~ ~~ ~~ ~~..( #.:J. .. ;..... -.... ~ ~.... ..~.~..-!-.'. .....!.!. ...... ::. t..J . I ! i ".J.i,;L~ ,01 ~~~ ~~..-i .~(............)....... .f~... '. ~..I'...:..... ~'''f'~, :~ ;) . ...J ,;: i I I! I r [,: r; ~ ~~:..~':' :' .', ~~ ,',,~; ,'., ~\7; '" ",' ' '[ nws ,*J,;..i1~ IS :.~ ;iSrill.~~ ,-*,i~U~U :~1) ~;:i1.i-i:.::...4 .n(,'~'~f1 !J-,i~ I I UIGHUR, AI<IO $l~~l ;m 2lE ~Q1J(t.D. P\.'-~J~(.O ~1J'..t.O ...,.'f"'.~A"', ~nloJlJT ii u W~~1 " M: U~"~~~. .:.~~f[J~1;1' 0 '2bor~'~o! l ., [).. -'l"r):;~~'(J{{:'; ~.' .,KY'h......... I',;. h.,.. f. ~'(r.. ... I r '. ,.1'''i':,.......';, . , ;t",r, J. tW~l ;\, ~i~'...;j 'it~U !' (.1.k~'S ($ n~~ ~..:.d;~:E t~bTO':VJ. U:.IU:S-S [lJ.iYJS~o.."n-i ";iE 'l.J..r,; E!...:..a.~ S $.(.'>l, :-..-- -,..:....~-.:_....:..-:..j; / =l::I.~::I.~.t!J" / ~Blr):3tr)U '~')iH ,1')l ~4') f:.::) DURING CONSTRUCTlON SEDIMENT IS TO REMAIN ON SI1E rHE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONT ROL DE.V1CES PRIOR TO INI11AllNG AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. l1-{E RETEN110N AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCnON, WITH ALL STOR'.A NATER DIRECTED TO IT. AFTER COMPLETION OF ALL NORK, REl.AOVE DEBRIS AND SILTATION FROM l1-1E BOTTOM OF THE RETENTION BASIN, AND FlNE GRADE THE FINAL SIX (6) INCHES AND SOD CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHONN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING 3 1l1E RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN 1l1E CONSTRucnON PERIOD TO MITIGATE ANY ADVERSE NATER QUANTITY IN PARTS OFF SITE. 4 AF1ER COMPLETlON OF fHE PROJECf, fHE OWNER NILL BE RESPONSIBLE FOR THE OPERAnON AND MAINTENANCE OF THE STORMWATER FACIUTIES. ,\CnONS INCLUDED SHALL BE REGUIM MOWING OF THE BOnmA AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS ,\ND RE'.AOVAL OF DEBRIS, TRASH, ETC 111AT MAY BLOCK mE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISllJRBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDInONS 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 REQUIRED EROSION CONTROL MEASURES MUST REl.AAIN INTACT THROUGHOUT CONSTRUC1l0N FAlLURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRIC,\DES NILL RESULT IN ENFORCEMENT ACTION NHICH MAY INCLUDE CITAllONS, AS PROVlDED BY CHAPTERS 400-4 & 40D-40 F A.C. CAN RESULT IN A PENALfY NOT TO EXCEED S10,000 PER OFFENSE N1TH EACH DATE DURING WHICH SUCH VlOLATION OCCURS CONSTITUTING A OFfENSE. !MlN1F.NANCF.: AND OPF.RATlONS INSPECflONS FOR STORM WA1ER DISCHARGF.: FACiliTY 1. ALL SODDED AREAS SHALL BE l-AOWED AND MAINTAINED PROPERLY 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED NITH ANY OTHER SUBSTANCE THAN STOR'.ANATER. 3. SWALE AREAS SHALL BE KE.PT CLE,-\N AND FREE OF ANY OBSTRUCTIONS 4. IF DAM,\GE TO 1l1E SYSTEM DOES OCCUR, THE SYS1EM SHALL BE RECONSTRUC1ED IN ACCORDANCE ,V11l1 1l1E APPROVED PLAN. OPf_RAllON & MAINTE.NANCF.: OF fHl:: STORMWATE.R SYSTPA THE OWNER SHALL PERIODICALLY MONITOR n1E STOR'.ANATER 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 lIV1CE A YEAR ALL MATERIAL SHALL BE COLLECTED DOWNSTREA'''' AND REMOVED THE Rr;:TENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE 08NER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS Tl{AN fNICE A YEAH TO RESTORE THE PERCOlATION CHAAACTERISllCS OF THE POND THE ONNEH NILL BE RESPONSIBLE TO '..lAKE SURE ll1AT TO THE BEST OF HIS ABILITY N01l11NG ENTERS THE SYSm.A BESIDES STOR'.A,VATER ll1AT COULD DETERIORATE THE FlJNCTIONING CAPABIUTIES OF ll-{E SYSTEM. IE GASOUNE, OIL. GREASE, CHWICALS, ETC THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SWI-ANNUALLY. CLOGGED OR SPENT FlLlER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS ,VITH THE HANDLING OF HAZARDOUS WASH: THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILifY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENf TRAPPING MEASURES SEOIMENf BASINS AND TRAPS, PERIMETER BERI~S, F1LlER FENCES, BERMS, SEDII-AENT BARRIERS, VEGETATIVE BUFFERS AND 011-{ER '~EASURES INTENDE.D TO TRAP SEDIMENT ,\ND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPEHTIES, OR INTO EXISTING WATER BODIES, '..lUST BE INST,\LLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISllJRBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYST HAS SHALL BE FlJLL Y OPERATIVE AND INSPECT ED BY THE ENGINEER BEFor,E ANY OTHER DISTURBANCE OF THE SIlE BEGINS 2. pr~OTEC1l0N OF EXISTING STORM SEWER SYSTEl-AS DURING CONSTRUCTlON, ALL STORM SEWER INLETS IN THE V1CINlfY OF THE PROJECT SHALL BE PROTECTED BY SEDI'~ENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC, WHICH SHALL BE MAINTNNED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY 1l1E ENGINEER BEFORE INSTALLATION 3 SEDIMENTATION BASIN THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DI')CH,MI'~E OF SILT THROUGH ll~E OUTFALL STRUCTURE DURI~~G CONSTRUCTION OF I'~U RE1EN110N N~EA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PER'.AANENT SUBDRAIN PIPE. IN ADDlllON, PERMANENT RETENTIOt~ AREAS l-AUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE ,\I,\RRANfY PERIOD 4. SI\lALES, DITCHES AND CHANNELS ALL SWALES, DITCHES AND CHANNELS LEADING Fl~OM ll-{E SIlE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION ALL OTI1ER INTERIOR S,VALES, ETC, I~,CLUDING DETENTION AREAS NILL BE SODDED F RIO!~ TO ISSU~CE OF A CERTiFlCATE OF OCCUPANCY. 5. PROTEC1l0N AND STABlLiLAT10N OF SOIL STOCKPILES FILL MATERIAL STOCKPILES SHALL BE PR01EC1ED AT ALL H~ES BY ON-SIlE DRAINAGE CONTROLS ,VHICH PREVENT EROSION OF ll-{E STOCKPILED MA1ERIAL CONTROL OF DUST mOM SUCH STOCKPILED MATERIAL, !.AAY BE REQUIRED, DEPENDING UPON nmR LOCATION AND T11E EXPECTED LENGTH OF H..IE l11E STOCKPILES WILL BE PRESENT IN NO CASE SHALL UNSTABIUlED STOCKPILE REMAIN AFTER THIRfY (30) CALENDAR DAYS 6. M,\INTENANCE. ALL E.ROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AF1ER EACH RAINFALL AND I'VILL BE CLEANED OUT AND/OR RE.PAIRED AS REQUIRED. FlLTER MEOIU'''' SPECIFICATIONS THE FIllER SAND SHALL BE ,V,~SHED '..IATERIAL MEETING F D.O. T. ROAD AND BRIDGE SPECIFlCATlONS FOR SILICA SAND AND QUARTl GRAVELS, OR '~IXllJRES THEREOF (LESS THAN ONE (1) PERCENT SILT, CLAY AND OR~IC '-AATTER), UNLESS FILTER CLOTI~ IS USED IYHICH IS SUITABLE TO REfAlN 1l1E SILT, CLAY AND ORGANIC '.AATTE.R N1THIN THE FillER; CALCIU!..1 CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBsmU1E; AND HAVE AN EffECTIVE GRAIN SIZE OF 020 TO 0,55 '-AILL\l~ETERS IN DIAMETER; A UNIFORMlfY COEFF1CIENT OF 1 5 OR GREATER RA1E OF 0125 CM/SEC OR GREATER IF THE PERMEABILl1Y RATE OF THE FillER SAND IS LESS 1l1AN 0 125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM NILL BE REQUIRED AT mE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEEr~ PRIOR TO INSTALLAllON. IT IS RECOMI-AENDED THAT THE CONTRACTOR HAVE 1l1E FILTER SAND TESTED ,\ND APPROVED 2 THE PERFORMED PIPE SHALL CONSIST OF POL'NINYL CHLORIDE (PVC) CONFORMING TO ASH-A 0 3033, HAVE 1.AINII-AUM OF SIXTEEN (16) 3/8 INCH DIN~EtE.R PERFORAllONS PE.R LINEAR FOOT OF PIPE AND BE ON 1l1E Bono'". 135' OF 1l1E PIPE .3 THE CONTRACTOR SHALL PROVlDE DEWA1ERING MEASURES AS REQUIRED DURING THE INST.\LLAT10N OF THE UNDERDRAIN AND ALL OF ITS COl~PONENTS 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALlATION OF FillER MEDIA S. S'WfN'.m REQUIRES AS-BUILT CERTIFICATION BY ll-{E ENGINEE.R FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROvED LABORATORY ON GRADUATION AND PERl-AEABILlTY SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL N <::> c:::> ru ~J' ~. '~U!.\i\la.) .\;t~ .)~\IJ;J~l:(r) :,.) r;::) Co lI1 \"1 ~. 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON lliE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WlfH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS, IT SHALL BE 1l1E CONTRACTOR'S RESPONSIBILlfY TO I.AAINTNN THESE TREES IN GOOD CONDmON, NO TREES SHOWN TO REMAIN SHALL BE REMOVED NITHOUT NRITTEN APPROVAL FROM 1l1E OWNER 2 THE CONTR,\CTOR is TO PRE.PARE THE SITE PRIOR TO BEGINNING ACTUAL CONS1RUCTlON IN ACCORDANCE. WITH THE SOILS lESllNG REPORT COPIES OF THE SOILS REPORT ARE AVNUBLE THROUGH THE OWNER OR 1l1E SOILS TESTING COMPANY QUESTIONS REGARDING SIlE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECT ED TO 1l1E SOILS TESTING COMPANY U1 ~. > u z .. c- l1- O'l .!I: o 0: W .> o U - ~ <::> ru c:> - ru c:::> o ru - U1 ""-' U a.J U c- o... - tIl Ul C ,1 .$: <U C- o - u ,. ~. .D ~ 0.. - ..... ""-' c U1 QJ z; - - J THE CON1R.\CTOR SHALL CLEAR AND GRUB, ONLY 1l10SE Por,mONS OF THE SIlE, NECESSARY FOR CONSTRUCTION DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH 01l1ER APPROVED lANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONST RUCTION 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSED, UNLESS 0l11ERNISE DIREC1ED BY THE OWNER. '~U~.\mWl .\:H) r);\lJ~~i~.r) W) t~:} (.~.):.. tI 5 ALL CONSTRUCTION DEBRIS AND OTHER NASTE '-AATE.RIAL SHAll BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS ONLY "GRADING BY HAND" IS PERMITTED ,VITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6 TI~E CONTRACTOR IS TO OBTNN ALL NECESSARY PER'.AITS FOR RHAOVlNG ANY EXISTING ST RUCTI.JRES 7 IT IS THE CONTRACTOR'S RESPONSIBiliTY TO NOflFY ALL UTILITY CO'~PANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO RE'.AOVING OR DEMOLISHING 8 THE CONTRACTOR WILL BE RESPONSIBLE FOR M,-\KING A VlSUAL INSPECTlON OF THE SHE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL U~mERGROUND AND ABOVE GROUND STRUCTURES l11AT NILL NOT BE INCORPORATED NI1l1 THE NEW FACILITiES. SHOULD ANY DISCREPANCIES EXIST N1If1 1l1E PL\NS. THE CONTRACTOR SI1ALL BE RESPONSIBLE FOR CAlLiNG THE OWNER AND REQUESTING A CLARIFICATION OF fHE PLANS PRIOR TO DEMOUTION 9 DURING CONSTRUCTlON, ALL STOR'.A SEWER INLETS IN ll1E VlCINITY 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 10 ALL EROSION AND SILTATION CONTROL '-AE1l10DS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAlNED UNTIL CONSTRUCTlON IS COMPLETE 11 WHEN CONSTRUCTION IS COMPLE1ED, THE RETENTION/DETENllON AREAS \VILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS. AND RE -SODDED IN ACCORDANCE TO THE PLANS 12 CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTAllON CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISllNG ,\lETLANDS. ':1 ~\ 1 ~it :J.t:} uH.1 ~(.).~:) 1 ALL NATER MA,NS Sf--lALL HAVE A l.AINI1-AUM OF .36 INCHES OF COVER. 2 ALL WATER SYSTEM ,VORK SHALL CONFORM NITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS 3 ALL DUCTILE i~ON PIPE SHALL BE CLASS 52 IN ACCORDANCE IVITH ANSI A 21 50 (ANNA C 150) AND ANSI A 21 31 (AWWA C 151) AND PIPE SHALL RECEIVE EXT ERIOR BITUMINOUS COATING IN ACCORDANCE .'(ITH ANSI A 21 6, 1 21 8 OR A 21 51 AND SHALL BE MORTAR UNED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WIl11 ANSI A (ANWA C 104- 71 ) 4 ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH A\'v\VA C-11 0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JGINTS IN ACCORDANCE WITH AWWA C-111 FITTINGS SHALL BE CEMENT MORTAR LINED AND CO/~TED IN ACCORDANCE \\lITH ANWA C-104 5 ALL PVC \VATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE 1V1l11 ANWA C-900 PIPE Sf-JALL BE CLASS 15fO AND MEET THE REQUIRWENTS OF SDR 18 IN ACCORDANCE WITH ASH.A 0-2241 6 WATER MAIN PIPING OF LESS THAN 4-" SHAlL BE PER ASTI-A D2241-89 7 ALL FlTllNGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC NITH SOLVENT NELDED SLEEVE fYPE JOINTS 8 ALL GATE VALVES 2" OR lARGER SHALL BE RESILIENT SEAT OR RESILIENT NEDGE MEETING THE REQUIREMENTS OF AIVWA C509 9 ALL FIRE HYDPA,NTS SHALL MEET THE REQUIREMENTS OF MAVA C502 AND SHALL BE APPROVED BY THE LOCAL UTlLifY AND FlRE MARSHALL 10 ll-{E CONTRACTOR IS TO INSTALL TP.APORARY BLO\V-OFfS Af fHE END OF HATER SERV1CE LATEI~LS TO ASSURE ADEQUATE FLUSHING AND DISINFECTlON 11 l11RUST BLOCKING Sf--lALL BE PROVIDED AT ALL F1TTlNGS AND HYDRANTS AS SHOWN ON ('f.,TAILS 12 MATERIALS AND CONSTRUCTION METHODS F'OR NATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE NITH THE LOCAL REGULATORY AGENCY CODES 13 111E IRRICAllO~1 SYS1EM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSUh'E DIFFERENllATION FROM POTABLE WATER PIPING ':1.\ nH' /l't:) rf!~.' f;:=} n~.rl .\W) i~i;l;'~f~ ft.):. i\~')l)nU!~.t~:. f:} , ALL COMt .)N[" ~ 0F THE WATER SYSTE/.A, INCLUDING FlTTINGS, HYDRANTS, CONNECT'I)N " ,VALVfS SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTfD AND - EPTED BY THE OWNER'S ENGINEE.r~ PRESSURE TESTS TO BE IN ACCORDANCE \',I\'i ,\lA1ER DEPARTMENT SPECIFlCATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGI~lfE~ AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMINS ,_ ;TS 2 NEW ,VATER MAINS Af 1m COMPLETION OF INSTALLATION OF NEW WATER '.ANNS, PRESSURE TESTING SHALL BE PERC'ORMED IN ACCORDANCE WITH THE LOCAL JURISDICT10N WATER SYS1EM STANDARDS AND SPECIF1CA1l0NS. CONTRACTOR TO PERFOR'.A CHLORINATION. SAMPLING OF NEW ,VArE.R MAINS SHALL CONfORM NITH COUNfY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS fORWARDED fa TIlE ENGINEER UNDER NO CIRCUMSTANCES SHALL A NE\V WA1ER SYSTEM BE PLACED INTO SERV1CE UNTIL CER1lF1CATION BY ll~E ENGINEER I--lAS BEEN COMPLETED AND A RELEASE FROM COUNfY PUBLIC HEALTH UNIT HAS BlEN ISSUE.D :J.\mf'.\=rt :];:::'~il a')f~:} 1 AU_ SANITARY SEWER MAINS & LATERAL SHALL f--lAVE A MINIMU'-A OF 36 INCHES OF COVE.R 2 ALL SANITARY SEWER '.AAINS & SE.RV1CE LATER.-\LS SHALL BE CONSTRUCTED OF POL'NINYL CHLORIDE PIPE, SDR 35 OR AS on1ERNISE INDICA1ED ON THE CONS1RUCTION DRAWINGS. 3 ALL SANITARY SE\VER NORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AN D SPECIFICATIONS. 1 PRIOR TO COMMENCING ,YORK NHICH REQUIRES CONNECTING NEW ,VORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELE."YATION OF EXISTING CONNECTION POINT AND N01lFY O\'INER'S ENGINEER OF ANY CONFUCTS OR DISCREPANCIES 5 PVC PIPE AND FlTllNGS SHALL CONFOR/A TO ASHA SPECIFICATIONS DESIGNATION D-.3034-77C, MA SDR 35. INSTALLATION OF SDR .35 PIPE SHALL BE IN STRICT ACCORDANCE WITH 1l1E REQUIREMENTS OF ASP'" SPECIFICATION SECTION D2321 ALL SANITARY SE."\VER PIPELINES SHALL BE SOUD GREEN IN COLOR, 6 ALL PVC FORCE I.I,AINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" NIiDE, PLACED T FOOT BELOW fHE PROPOSED GO,1.DE THE PRIN11NG ON THE M,\GNETIC fAPE SHOULD READ "FORCEMAlN" 7 ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE NITH ANSI A 21 50 (ANVVA C 150) AND ANSI A21 51 (AW\'VA C '51) DUCTILE IRON PIPE SHALL RECEIVE IN1ERIOR AND EXTERIOR BlllJ'-AINOUS COA1lNG IN ACCORDANCE NITH ANSI A 21 6, A 21 8. OR A 21 51 8 ALL SANITARY SE'NER GRAVlfY '-AAINS OR SftNITARY SEWER FORCEMAINS TI-{AT REQUIRE DIP ARE TO BE POLYUNED OR EPOXY liNED 9 ALL SANITARY SEWER COVERS SHALL BE TRAFFlC RATED FOR H-20 LOADING ;).'m(.'.~'( ;.3~':I~.~ t~;}tlriC) .'a~ la:3~~'~rtm. ,\~')Ij{.\;i~.te.a(:} 1 ALL GRAVlfY SEWER PIPING Sf--lALL BE SUBJECT TO A TELEVISION INSPECTlON BY THE OWNER'S CONTRI,CTOR CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION 2. THE CONTRACTOR SHALL PERFORM AN EXF1L1RATlON TESf ON ALL GRAVllY SEV"ERS INSTALLED IN ACCORDANCE \V1TH THE REGULATION AGENCY HAVING JURISDICTION l.AAXIl-AUM ALLOWABLE LEAKAGE RATE' 100 GPD PER INCH PIPE DIAMETER PER '-AILE. TEST RESULTS t.RE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICA1l0N OF ALL PARTIES IS THE CONTRACTOR'S [(CSPONSIOILlTY .3 ALL FORCE V.....INS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE NI1l1 THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS Ar~E TO BE CREATED BY n1E ENGINEER OF RECORD AND SUBMIT1ED TO Tl1E REGULATORY AGENCY FOR APPROVAL. COORDINA1l0N AND NOTIFICATION OF N_L PARllES IS ll~E CONTRACTOR'S RESPONSIBILlfY ':1.\ f ~~V=3 ~':/~~~ r;~~.\~l.\:('~ a! ,\~,)IJt.\~~.t~:. (=) VERTICAL CLEARANCE AT CROSSINGS CAVITY SE'NERS OR FORCE MAINS CROSSING UNDER ,-VA1ER MAlNS SHALL BE lAJD TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BErNEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE THE CROSSING SHALL BE ARRANGED SO ll--lAT THE SE'NER JOINTS AND WATER JOINTS NILL BE EQUIDiSTANT FRO!.A THE POINT OD CROSSING ,\11TH NO LESS THAN 10 FEET BElIVEEN ANY 1\VO JOINTS. \VHERE ll~E MINIMlJI". 16 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF 111E FOLLONING METHODS OF PROTECllON SHALL BE UTILIZED ':1.\ r~;l/;3~.:I;!il '~U!.\,l.\~~.;~ H2tllJm~~.\;!U (~) (C.):.f tJ A THE SE'NEI~ SHALL BE ENCASED IN CONCRE1E f (JR 20 FEET CENTERED ON THE CROSSING (10FT LiNEAR SEPARATION BET\VEEN JI)IN1S); 8, THE SEWER SHALL 8E INSTAllED \VlfH DIP. F(IF' 20 FEEl CENTERED ON THE CROSSING (10FT UNEN~ SEPARATION BErNEEN J()II~TS); C, THE SEWER SHALL BE DESIGNED AND CONSTRUI: 1 ED EQUAL TO IVATER PIPE, AND BE PREssUr~E TESTED AT 150 PSI TO ASSURl: NATER TIGHTNESS PRIOR TO BACKFILLING; OR D EI1l1ER THE ,'vATEH !-AAIN OR THE SE'.~ER LINE MJ\Y Bt tNCASE.D IN A ,vATERTIGHT CARRIER PIPE NHICH EXTENDS 10 FEET ON BOm SIDES Of:' THE CROSSING, MEASURED PERPENDICULAR TO THE WATER I-AAlN 1l1E CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN NATEI~ MAIN CONSTRUCflON ONE OF THESE METHODS SHALL ALSO BE UTIliZED WHEN THERE IS NO ALTERNATNE TO SE'NE.RS CROSSING OVER WATER MAINS. IN SUCH INSfANCES, ,\DEQUATE STRUCfURAL SUPPORT SHALL BE PROVIDED f'OR fHE SE',VER TO '~NNTAIII LINE AND GI~OE HORllONTAI. S~PARATION 8UNf.F.N PARAU EL UNF.S GRAVlTY SE'I"ERS OR FORCE I,IAlNS SHALL BE INSTALLED AT LEAST 10 FEET HORIlONTALL Y FROM ANY EXISTING OR PROPOSED WATER '-AAlN ll-{E DISV,NCE Sf1ALL BE MEASURED EDGE TO EDGE. IN CASES ,VHERE IT IS NOT PRACTICAL TO MAJt\lTAIN A 10 FT SEPARATION, TI1E ,VATER !-AAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN LEVATlON SO THAT THE BOTTOl-A OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TI)P OF THE SE'NER, AND THE NATER AND SE'vVER JOINTS SHALL BE STAGGERED IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARA1l0N AS DESCRIBED, BOTH TI1E ,VATER l-AA!N AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE CO'~PLY1NG ,VI1l~ PUBUC NATER SUPPLY DESIGN STANDARDS OF ll~E DEPARTMENT AND BE PRESSSURE TES1ED TO 150 PSI TO I\..SSURE WA1ERllGH1NESS BEFORE BACKFILLING SANITARY SE'\VER/RECLA,MED NATER & POTABLE WATER/RECLAIMED WA1ER SEPARATIONS ,vHEN THE REClAJMED .VATER LINE IS TRANSPORTING ,VATER FOR PUBLIC ACCESS IRRIGA1l0N MAXIMUI-A OBTAINABLE SE.PARATION OF RECLAIMED .VATER UNES AND DOMESTIC ,VATER LINES SHALL BE PR,\CTICED A l-AINIMIYJ HORIZONTAL SEPAPA1l0N OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SI1ALL BE '-AAINTNNED BEfNEEN RECLAIMED NATER UNES AND EITHE.R POTABLE .VATER '-AAlNS OR SANI'ARY SE'NER LINES AN 1a-INCH VERTICAL SEPARATION SHALL BE '-..INNTAINED AT CROSSINGS ,VHEN RECLAIMED .VATER LINE IS TRANSPORTING .vATER FOR NON-PUBliC ACCESS IRRIGATION TI1E RECLAIMED ,vATER '-AAlN SHALL BE lREATED LIKE A SANITARY SE'NER, AND A 10 FT HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHAlL BE MAINTAINED BETWEEN 1l1E RECLAIMED ,\lA1ER l-..lAIN AND SANITARY SE'NERS, OTI1ER TH;I,N THE NECESSARY TO ENSURE THE STRUCTURAL INTEGRI1Y AND PROTECTION OF THE LINES n~EMSELVES NOTE ,VHEN IT IS IMPOSSIBLE TO OBTNN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STiPULA1ED ABOVE, DEP MAY ALLON DE.V1ATION ON A CASE-BY-CASE BASIS IF SUPPOR1ED BY DATA FROM THE DESIGN ENGINEER APPROVAL FOR TI1E DEV1All0N MUST BE OBTAINE.D PRIOR 10 CONST RUCTlON rJ;t.\~.:'rl "\:t~ Oit.U:f.\r)~ :~.) r;:;} 1 ALL DELETERIOUS SUBSTANCE 'MTERIAL, (I E. l.AUCK, PEA BURIED DEBRIS), IS 10 BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, uf~ AS DIRECTED BY TI1E ONNER'S ENGINEER, OR OWNER'S SOIL TES1lNG COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY fHE OWNER EXC.WATED AREAS ARE TO BE BACKF1LlED NIl11 APPROVED MATERIALS AND COl.APACTED AS SHOWN ON THESE PLANS 2. THE CONTR,\CTOR SHALL BE RESPONSIBLE FOR PROTEcrlNG EXC,WATING AG,\INST COl.l.APSE AND ,VILL PROVIDE BRACING, SHEETiNG, OR SHORING, AS NECESSARY TRENCHES SIW.L BE KEPT Dr~Y ,VHILE PIPE AND APPURT ENANCES ARE BEING PLACED DE."WATERING SHALL BE USED AS REQUIRED. 3 ,\LL STORM SE',VER PIPE SHALL BE RE\NFORCED CONCRE It: CLASS III (ASlM C- 76) UNLESS OTHERNISE NOTED ON PLANS 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFOR'''' ",0 ANNA C-900, CLASS 150 STANDARDS, UNLESS OTHERNISE NOTED 5. ALL DRAINAGE STRUCTURE Gr~TES AND COVERS NI1HIN TRAFFIC AREAS SHALL BE TRAfFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTlOr- I.'OND AS INDICA1ED ON PLANS ,VITHIN ONE NEEK FOLLOWING CO'.jSTRucnON or fHE POND. 7. MA1ERIALS AND CONSTRUCTION !~ETHODS FOR STREETS ,'-.ND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE ,VlTH THE LOI:&.L REGULATORY AGENCY. 8 ALL STORI". STRUCTURES SHALL BE GROUTED TO THE IN\, RT ElEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAN-CUT EVEN ,\11TH ll-{E STRUC t';E WALL(S) GROUT AROUND PIPES FOR NATER TIGHT AND SMOOTH f I'~ISH ~.\'il:Cr), r.l;t.\m:Cr) ;} O,t.\.:l.\r)a! r2!:) H:C') "\:l~ m:}~~'} Hr):. i\~,)lj'i\!;!~_(~:t (:) 1. 1l1E STORM DRAlNAGE PIPING AND flL1RATION S'YS1E!.A ';HALL BE SUBJECT TO A VISUAL INSPECllON BY THE O.VNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL 2 THE CONTRACTor~ SHALL 'MINTAIN THE STORM DRAlNAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT 3 !HE CON1R,4.CTOR IS RESPONSIBLE fOR COORDINATiNG rHE APPLICABLE 1ESTING .v11l~ THE SOilS ENGINEE.R. TES1S IVllL BE REQUIRED PURSUANT NITH fHE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSn,UCTION ORANINGS. UPON COMPLETION OF THE I~ORK, THE SOILS ENGINEER '.AIJST 5UB'-AIT CERT1F1CATlONS TO THE O."INER'S ENGINEEI~ STATING l1-\.,\,T ALL REQUIREMENTS HAVE BEEN MET ;J.\'/l:(r) ;'f) r;::} 1 PRiOR TO CONSTRUCTING CONCRETE PAVHAENT, l11E CONTP""'CTO!~ IS TO SU8'-AIT A PROPOSED JOINTING PATTERN TO THE ONNER'S ENGINI_E.R FOR APPROVAL. 2 THE CONTR.\CTOR IS TO PROVIDE A 1/2" BITUMINOUS E:XPANSION JOINT IAATERIAL ,"11TH SEALER, AT ,\BUP-AENT OF CONCRETE AND ANY (lTRUCTlJRE 3 ALL PAVEMENT MARKINGS SHALL BE !MDE N1TH 1f~FFlC PAINT IN ACCORDANCE TO mOT STANDARD SPECIF1CATIONS 971-12 PARKIIIG STALL STRIPING TO BE 4" ,\I1DE PAIN1ED ,vHIlE STRIPES 4 THE CONTRACTOR is TO INSTALL EXTRA BASE MATERIAL .VHEN mE DISTANCE BEflVEEN THE PAVEl-AENT ELEVATION ,\ND THE TOP OF THE PIPE OR BELL IS LESS THAN fiVELVE (12) INCHES 5 STANDARD INDEXES REfER TO THE LATEST EDI110N (If- FOOT "ROAD,vAY AND TRAFFIC DESIGN STANDARDS" 6 P,WEMENT IN THE PROPERfY SHALL CONSIST OF 6" THICK CONCRET E ON SUB-BASE COMPACTED TO 981. OF MAXII.AUIJ DENSITY PER MSHfO T -180 .~.)a t;t,V~ f'Ji\':) ~';:~lPOfl311.m.' rv le.) f~ IT IS THE CONTRACTC p's RESPONSIBIUfY TO PERFOR'.A A SUI~ (ACCOMPmIED BY mE Ar~CHITECT AND 'JNNER) OF THE ENTIRE PROJECT ARL\ INCLUO~NG BUILDING(S) AND SITt: II..IMEDIATELY UPON OCCUPYING THE ,YORK AREA AND BY PHOTOGRAPHIC AND ,VRITlEN CORRESPONDENCE DETAiliNG ANY AREAS THAT ARE NOT IN A FlRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRlICKE.D, NON-RUSTiNG, N1THOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE IMTCHING ITS SU RROUNDING, NITH NE'N APPEARING FlNISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) ,VHICH NILL RE'-AAlN IN THEIR PRESENT COtml110N AT ll1E CONCLUSION OF l1~E PROJECr. n~E CONTR,<\CfOR \VILL BE RESPO~~SIBLE FOR PROVIDING 1l1E OWNER A CO'-APLETE PROJECT IN F1RST CL~SS CONDIl10N '-AEEflNG INDUSTRY .VlDE STANDARDS IN QUALIfY AND PERFOR'.AANCE l11ROUGHOUT mE ENTIRE PROJECT AREA BUILDING(S) AND SIlE (REGARDLESS OF ,VHE1l1ER AN ftJ~EA IS SPECIF1CALLY IDENllFIED N1THIN THE DR.\NINGS AND SPECIF1CA1l0NS OR NOT) UNLESS A PAr~T1CULAR AREA HAS BEEN DESCRIBED IN THE AFORP-AENllONED PHOTOGRAPHS AND ,VRITlEN DETAILS. CONTRACTOR f1AS THE RESPONSIBILlfY TO PROTECT THE EXISTING BUILDING(S) UTILITIES AND SITE ll-{ROUGHOUT THE PROJECT m~E FR,A,l.AE, SHOULD, DURING TI1E COURSE OF THE NORK, ANY AREA OF fHE BU'LDI~~G(S) AND/OR unum:s AND/Or~ l1~E BUILDING(S) AND/OR UTlUTIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA 8AS NOT SPECIFICA.lLY CALLED OUT TO BE A PART OF lliE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/or~ REPLACE TI1E DAMAGED AREA TO THE SATISFACTION OF mE ARCHITECT AND O.vNER AT NO ADDITIONAL COST TO THE O'lVNER ,vATER SUPPLY STORM SE'NER ELECTRICAL PO,VER IRRICATlON LiNES FIBER OPTIC C.\BlES FIRE AlARM SYSTEM CABLES CONT ROL NIRING SYSTEMS S,\N I T N<'Y S E',VE r~ NATURAL AND LP GAS LINES RECLAIMED HA l'ER SUPPLY T.V CABLES TELE.PHONE CABLES SECURITY NIRING Silt: UNDERGROUND '-AECHANICAL INCLUDING INSULATION IT .VILL BE THE CONTRACTOR'S RESPONSIBIUfY TO DETERMINE THE SPECIFlC LOCATION OF l1~E UNDERGROUND SERV1CES BY C-\REFUL HAND EXCAVAllON ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE 8EGINNING THE NORK THE CONTR,\CTOR Sf--lALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL OA'-AAGED UNDERGROUND SERV1CES AS LISTED ABOV'[ AT NO ADDITIONAL COST TO THE ONNER 1 TRENCH EXCAVATION _ INCLUDE OSHA ST;i~ OARD ;:9 CFR, SECT10N 1 ')26.650 SUBPART P, ,VHICH IS NON A PART OF J VS OF F1..0RIDA CHAPTER 90-':16. _ THE CONTRACTOR ,HAlL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE ,'(ITH THiS LA,V - A SEPARA1E CO')'I ITE~1 lDHmFY1'\~ THE COST Of CO'.APUANCE. _ A TRENCH SAFE-' SYSTEM SHALL BE DESIGNED BY THE CON'RAC10r~, AND APPROVED BY 1 \-<E U~GINEER 2. ALL RETENT10N ,\REAS, STOR'.,4 SE',vER PIPING, STORI-A SE'lVE.R SlRUCllJ(~E.S, ETC. ~.AUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPER1IES. ANY FLOODING THAT '..lAY OCCUR DUE TO HIS NORK ,VILL BE THE SOLE RESPONSIBIUTY OF TI1E CONTRACTOR 3 THE USE OF ELEC1RONICALLY STORED DATA IS INTENDED FOR INFOR!..IA1l0NAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCllON. CONTRACTOR '..lUST UTILIZE SIGNED AND SEALED DOCU'~ENTS FOR CONSTRUCTION :C.) H! (,) .~.}:tf il.V} (').t THE CONTRACrOI~ SHALL PI~OVIDE CEI~f\FIED RECORD DRAW~ INGS, SIGNED AND SEALED BY A PROFESSIONAL ~ND SURVEYOR, THE I~ECORD DRAWINGS SHALL SHOW FINAL GRADES F'OR r~ETENnON BASIN(S), CONTROL STHUCruRE(S), INLETS & PIPES WITH TOP & BOnmA ELE.VATlONS, INVERTS .& DIMENSIONING OF SLOT & BAFFLE, LOCATIONS OF ALL UllLlflES INCLUDING fHE SANITARY SEWER AND 'NAfEr~ PIPING. THE CONTRACfOR SHALL PROVIDE n'v'o COPIES OF THE CEr~f1F'ED REcor~D DRAWINGS TO THE ENGINEER, THE AFOREMENflONED RECOr~D DRAWING SHALL BE SUFFICIENT ENOUGH IN DErAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. r':~:.lil.U. r~'}:I,} tit'J'} It';:. ::<<) r l.} 1 ALL 1l1E NORK PERfOR'-AED Sf1ALL CO'-APLY ,~TI1 mE REGUlAnON'5 ,4J~O ORD\NN~CES Of DiE VARIOUS GOVERN!.1ENTAL AGENCIES I1AVlNG JURiSDICTION OVER n~E ,~ORK. 2 ALL ELEVATIONS ARE REFERENCED FRO!.A NATIONAl GEODETIC VERnCAl DAl1J'.A. .3 LOCAnONS, ELEVA1l0NS, AND DI!.iENSIONS OF EXISTING UTlUnES. STRUCl1JRES. AND OTHER Ft:ATURES ARE SHOWN ACCORDING TO mE BEST INFORMATION AVNUt.BlE AT THE Tt!.AE OF PREPARATlON OF THESE PLANS. fHE CONTRACTOR :~LL VERIFY THE LOCATIONS, ELEVAll0NS, AND DI'.AENSIONS OF ALL EXISllNG UTILITIES, STRUCTURES AND OTHER FEATURES AffECTING ll~IS WORK PRIOR TO CONSTRUCTiON 4 THE CONTRACTOR SHALL CHECK TI-{E PLANS FOR CONF1JC1S AND DI'3CRE.PN~C\ES PRIOR TO CONSTRUC1l0N D1E CONTRACTOR SHAlL NOTlff THE OWNE.R'S ENGINEE.R Of Nf'( CONFUClS OR DISCRE.PANCIES BEFORE PERFOR'AING Nf'( ,~ORK IN 111E AFFECTED AREA. 5 THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS Of BURIE.O UT1UllES, AND SHALL PROVlDE AT LEAST ~8 HOURS NOTlCE TO 111E VARIOI;,> UTlUfY CO'.APANIES, IN ORDER TO PERI.AIT 'AARKING TI1E UY."ATlONS Of' EXISTING UNDERGROUND UTIUTIES, IN ADVANCE OF CONSTRUC1l0N. BY CALlI~./G 'SUNSHINE- AT 1-800-~32-4770, MINI1-AUM OF 2 OATS AND MAXIWJ'.A OF 5 OMS PRIOR TO 1l1E Sf .r;T OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UDLlllES NOT INCLUDED IN THE .SUNSHINE" PROGRJJ-A 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRucnON SAfElY SPECIAL PRECAUTIONS 'JAY BE REQUIRED IN n~E V1CINlfY OF PC\VER UNES AND Ol1-1ER UllUTlES 7 ALL UNDERGROUND UTiliTIES '..lUST BE IN PLACE AND TE.STED AND ',NSPEC1ED PRiOR TO BASE AND SURFACE CONSTRUCTION a IT IS lliE CONTRACTOR'S RESPONSIBllIf'( TO BECO'.AE f.tJ..4I1JAR ,Vlni l1iE PER'Alf AND INSPECTION REQUIRE',AENTS OF THE VARIOUS GOVERNMENTAL ,\GENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PER~-AITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECT10NS ACCORDING TO AGENCY INSTRUCTION 9 n1E CONTRACTOR SIW.L SUB'.m FOR APPROVAl. TO TIiE O"~NER'S E.NGINE.ER; SHOP DRA,VINGS ON ALL PRECAST AND ~AANUFN:;llJRED I1E'AS FOR TI11S SITE. FAILURE TO OBTAIN APPROVAL BE.FORE INSTALLA TlON ~.t~Y RESULT IN RE.MOW>l_ ,4l~D RE.PL~CEMENT AT D~E CONTRACTOR'S EXPENSE. ALL SHOP DR,,~','''NGS ,t,RE TO BE REV1EWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUB/-A11TAL TO 1l1E OWNER'S ENGINEER. 10 A1 LEAST 111REE (3) WORKING DAYS PRIOR 10 CONSTRIJCnON, lliE CON1P,,\CfOR SI1ALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, ,~.jQ SUPPL''( n1EJ.A ,.,l1i ALL REQUIRED SHOP DRA,VINGS. 1l1E CONTP..~CTOI~'S NA/AE, START\NG DATf, PROJECTED SCHEDULE, AND OTHER INFORlAAT10N AS i~E()lJIRED. N(,( ,..oRK Pf..RFOR'-AED PRIOR TO NOTiFYING 1l1E ENGINE.ER, or~ ,V1THOUT AGENCY INSPECTQR PRESENT, '~AY BE SUBJECT TO RE!~OVAl AND REPlACWENT AT n~E CCNTRM:fC:rS E/ PENSE 11 BACKFTLL /.IATE.RIAL SPALL BE SOUDlY fA/.APED Ar~UND PIPES II~ e" I.A'T~ UP TO A lEYfL OF AT LEAST ONE FOOT ABOVE THE TOP Of TI1E PIPE. IN AREAS TO BE PAVED, BACKF1LL SH/~LL BE CO'-APACTED TO 100< !>>.x,IAtJ ~ OE.NSI1'Y AS DETERMINED BY MSHTO T-'3'3 12 3, ,E ,\lORK CONCRETE Sf1ALL I-{'~VE A COMP1~SSlVE SlRENGTH OF AT LEAsT 3,1)(.JO P S' IN 26 DAYS, UNLESS OTHER,VlSE NOTED 13 t't, PRNATE AND PUBLIC PROPERfY AfFECTED BY l1..E ,\lORK SHALL BE RE.STORED ) ) ., CONDIT10N Er~UAL TO OR BEllE.R fHAN EXISTING CONOmONS IJNU.SS SPECIFlC4.LL'-( EXE!~PTED BY n-{E PLANS. AOOmON.-\L COSTS ,'RE iNCICtJ'H"'1.. TO ClliER CONSTRUCTION AND NO EXTRA CO/.APENSATlON IS TO BE AlLO,Vf.D. 14 /Ill DISl1JRBE.D AREAS WHICH ARE NOT TO BE SODDED. ARE TO BE SHJ)E.!) ",NO LCHED TO DOT STANDARDS, AND ',AAINTAlNE.D UNlll A SAn~FACTOR",( STAND OF o' ~"SS. NXEPTABLE TO 111E REGUlATORY AGENCY AND ENGINE.ER Of RECORD. \lAVE 81'EN OBTAINED ANY ,"ASHOUTS, REGRADING, RESEEDING. Nm GAASS,~~G :fC>I~i<, t ,D OTHER E.ROSION .yORK REQUIRED, MLL BE PERFORI-AED BY n~E CONTR"I"CTOR, ;. I HIS EXPENSE, UNTIL THE SYS1EM IS ACCEPTED FOR MAJNTE~CE, BY ll~E r"FGULATORY AGENCY AND ENGINEER OF RECORD 15 lHE SOILS E.NGINEER IS TO SIJPPL Y 111E ENGINEER ,vm~ A PHOTOCOPY OF ,'ll.. COMPACnON 1E51S, AND ASPf1ALT RESlJl1'5 fHE SOILS E~~GINEm IS fO CE.RT\fY TO Tl1E ENGINEER OF ;,ECORD, IN ,vRI1lNG, n-iAT ALL TESDNG REQUIRl1AE.N1S, r "QUIRED BY 1l1E LOCAL REGULATORY AGENCY, AND ll~E Fl_ORIDA CE.PAAP.AENT Of T 1.ANSPorUA1l0N (FDOT), FOR THE I1.APROVE'AENTS, AS REQUIRED BY l1~E ENGINEE.RING CONS1RUCTION DR,~,VINGS, f--lAVE BEEN SAllSF1ED. 16 ; "t: CON1R,\CTOR SHAH '...wNTAIN A COPY OF f'rlE APPROVED PLANS ,4.ND PER'AI1S AT THE CONS1RUCTION SITE. 17 THESE DR,l,'vINGS DO NOT INCLUDE NECESSARY COMPONEN1S fOR CONS1RtJGTION SAfEfT', n1E CON1RACTOR IS SOLELY RE.SPONSI8LE FOR IAEANS AND 'JEn100S fl)i~ \:')~~SlRUCTION SI1E SAfElY, 18 AlL SODDING, SEEDING ~D MULCHING SHALL INCLUDE ,"AltR\NG AND FERllULAll0N THE CONTRACTOR Sll,~U BE RE5PO~6I3LE FOR I,WNT,t,lNING n~ESE AREAS UNTIL DiE PROJECT IS CO'~PLE1ED AND ACCE.PTED BY Tl1E O,\M.R. 1':1 ,':"'1. PIPE LENGTHS ARE PLUS OR '.AINUS. PIPE '.AEASl.JRE!~EN1S ARE CENH,R TO C [NT E.H OF S1HUCllJRES OR mT,NGS. PIPE 1J:EASUREI..l[NTS FOR '.AITE.l~ED END SEC1l0NS ARE TO END OF PIPE 20 EXISllNG PAVEl.AENT SHALL BE SA.V-CUT ,VHERE NEW PAVE1.iENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE EU'.AINATEO, 21 ADJUSn~EN1S Of' INLETS, JUNCT10~~ BO;(ES, ',AA'-.lHOLE TOPS. \~ATER VALVES, .vATE.l~ '.AETERS, ETe, SI,,~lL BE INCLUDE.D IN 1l1E CONTRACTOR'S BID ~D NO CLWA SHALL BE 1.AADE ACAlNST THE O,VNE.R OR ENGINE.ER FOR ll~ESE ~OJI)SPAE.NTS. II=' REQUIRED 22 ALL BACKF1LL QVtR N{'( PIPE (STOR"" SC(lR, S,~ITN{l' SEWER, OR ,vATERlINES) if-lM IS INSTALLED UNDER r~o..\J)WA'yS or~ ,Vl1l1IN ri~E E-'AB.~K'AENT Of TIiE ROAO\VM, SHALL BE CO'..IPAC1(D IN ACCORDANCE .v11l~ F' DOT STANDARD SPECIFlCATTONS, SECllON 1 2S-8 3, LATEST EDITIc)N, 23 THE CONTRACTOR PERFOR'-AING TRENCf~ E:<CWAflON, IN EXCESS OF 5' FU.:r IN !)(pn~, SHALL CO'-APLY ,VlTH 1l1E OCCIJP,~1l0N,~ SAFEfY AND Hf.,!J.TH ,4.D!AINISTAAT10N'S (OSHA) TRENCH EXC,WATION WEfY STANDARDS, 29 C F R, S 1926.650, SUBPART p, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY 1l1E DEPARTMENT OF LABOR AND WPLOYMENT SECURlf'( (OLES). 24 CONTRACTor~ TO COOROIN.\.1E n1E POINTS Of CONNECll0NS Df 1l1E UllunES ;,,1'H DIFfERENT SUBS SITE CON1RACTOR TO CONSTRUCT 111E I.JNDF..RGROUND INfRAS1RUCT'JRES i.~. SANITARY SE'>VER, STOR'.A SE\'-ER, ,VATER lINE.S, FlRE UNE.S, ETC., TO 5' OI)lSIDE OF l1-{E BlDG(S), 111E PLU'-ABING CONTRACTOR TO CONNECT AND '~E.Ef n~E INVERT ELEVATIONS Of' n4E SAID UTILITIES A~ UTlUf-( ~ORK PE.RfOR~~EO :,.,n~IN ~. OF' l"ri( BLDG. SHALL BE niE RESPONSI81UTY OF THE PLU!~8ING CONrPACTCR. ALL ,VCRK SHALL CO'-APLY ,V1TH ALL APPUCA8LE FEDERAL. STATE, AND LOOL CODE.S, ORDINANCES AND REQUIRP~ENTS 25 AlL ,"ORK SHAlL BE PERFORMED mo FlNISHEO IN A ,VORK'MNUKE 'AN-tNE.R TO CO!-APlETE '3ATlSFACTlON Of 1l1E ARCHITECT/ENGINEER IN ACCORDANCE ,vm~ lliE BEST RECOGNIZED TRADE PRACTICES 26 DEYlAnONS TO TI1ESE PLANS ,~D SPECrflCATIONS ,V1n10UT CONSENT Of n1E WCIM,m 1I.A''( BE CAUSE FO;~ THE .vORK TO BE UNACCEPTABlE OE.V\ATlO1.f'S SHAlL r~ECEIVE ,VRIT1EN APPROVAl fRO'..A 1l1E ENGINEER, 27 SIGNS, BUffER ,VALLS & FENCES ARE SUBJECT TO SE.PARATE 5UB!JITfAL(S) AND PE.R'.AI11ING DEV1ATIONS SHALL RECE.NE NRIT1E.N APPROVAL FRO~ THE E.NGINE.E.R i ...) ..) "> ..\ .~\ -) , J "} l"- I -("\ ..... ..\ 1 ~~ c -, :.. '!.l ~ 1~ ~ !: r) ~ ~~ j ~~ ) ?~ t .~ ~ .'1 .~ .J J 0101 I.~. J.'I.I. ~ ......__~____"'--"-"_~.L.~ f I J Jtl:) UJt:): '):J/I ;J/02 ___~.............;.---.--..;_~-F> il a 'II J I.) 11 J : No, Dote lK~23/o2 I - r-TT- I / / ~ / / _--L.L / / / / ~l!E"31'JitHJt'/~tljP:.tflt r ~ 0 rJtiU.Ufflacj.1 J'tlm~hj : 0 ';');.,~litIJ';litJ;f ~(J'~IJ;~~~~HS ~ ~ h [ ~1 k r ~ ! , I ! r I :1 I I [ t I I i ! t I I t ~ I 1.1') I -"~ ~ ,_::...:..I , c'~ I J~ ~ ~ 1 .--~ ~< IJ J.t) t!J ~ ~ .~. cJ _ ...I ~_.J u/ ~~J . ~ .;:. .-J rJ . ..~. ;J .... ~ ~:J .d .< ~t.l t.]~ !~ ;5 ~~ ...... .~... .< ~ ~~~ ~~ ,~ r-.JI ;;fj . < ........ ~ ..~ ~ cl ~~'- .......~ I!J _ ....... "J . ......... ~1...t !:.) --~ -.I <~ __J 1Jr) _...J 20' i .. '/t~illJLrl'Y '11Ui\1'l(]LE f~'()lt 1{()j\I)'\Vl\Y rrl~\f~'f~lC [ -'--' '=-...I ,~ 9' f 1 ,3' .. '.. (TYP. ) . .. ~ (0 . 0 N I '" , '.. , ~ 1 2 1 ' (TYP~) 6" VERT. CUI~B t1:.81{-~ I ~~t . ~"""""-"I ~ D- () I ~ '--.-/'-...-/ ~ r--rj coco . . LO CD \ \ I ~ \ ~ ( ! : \ b t t' I ~, 1 ti--~ ~. ~ ~. ~ ~. ! l ( . 8r~ k. :Ji r --- --- --- --- ~ '> ...:> ...:> \ ::O)::~ I _"'3- _0 I \'---- ~J ~~~ I () --- . , 001 ZZ 2IARKI~~G SP. Wll ~IN EACH GA. AGE 2 PARKING SP. WITHIN EACH GARAGE 2 PARKING SP. WITHIN EACH GAr~AGE I 'I 10'REOUIRED SETBACK ......- I NEW BOARD (TYP. ) ( n!fH~1'~rf ';N .t\ crE:'H OlH 'I E: NS9002' r~rT8{ .1 6' (M) N 890 0 2' 111 "E 1 8 . 0 0 ' ( P ) . ________ '----..8 ' '----..8 ~ · .~ ~ ~ NEW 6 " a-S VERT. cuRaZ- (TYP.) - - r=-l :, ~. ~ - - , , . . '.' I' l I \~ t ~ 1 , ~i L-'" , , rr .'.~ -~ , -I~ ~,,- ===, ':.. === t r- \ I \ \ \ \ --~ \ \ \ \ 1~;llr-=' t/l]', (,,) 1 rJJ' it il-,J 1() , ,,\ I ~ '1,,~~/1 ,1 ! !.I ,I ~ _ J ]J ,!II . -, '" ("]Vr'J}lOJ'Ji~H3 i J,~,J,,', ,'~.r, .TJ~~, ,.!~Jr t\,,'~, L,,"E: ~., 'I C,)" (,)~.~. i2f;~,:,~~,~, '} ~-J(3G1() (J ,,\ i ') ,\. (-I'G' ',r:: ',1" 'c) ,()" ,ri) I,. II r.,.--- \{ I ,,~-UI\:~, ",. " r ' l. r _ .~ cO J ~ ' T 1 " .(-1. () 1-) I ............ ..:::...A~,.J ' GI'''- \ \ I \ ~~~ L--- __~ L___ 8y: o::::U - <1:: =:)m 01- ww O::::(f) li! .,- ..1--- - , LO f VER T" cO CURB -.;-- ~.- 1-L --- 1 I r.n'l i~lil · I \ \ \ I \ "-J I, GJI; I . t : (y.d L _I: C-":!J ~ ! f L ~, I t , ~ ~. ~I f i r ~, I' I r I, , I 2 PARKING SP. WI THI N EACH GARAGE 2 PARKING SP. WITHIN EACH GARAGE 2 PARKING SP. WITHIN EACH GARAGE 2 PAr~KING SP. WITHIN EACH GARAGE 2 PARKING SP. WITHIN EACH GARAGE 2 PAr~KING SP. WI THIN EACH GARAGE 2 PARKING r~' WITHIN EACI GARAGE 170.67' c r:IJ-rtJr~~ O()(';~<3 ~ , .. , , _......--..0----- EJ' ;.;.- \/l~I3lLrrY rl1lli\r'f(}LE f~'()lt I l~J)l\D\'/l\Y rll~\f~'f~l(~ ", 10'Rt:QUIRED SETBACK L ~ 2D- '--.-/'--..-/ - ~ I OJ 0) CO\'---- . I ~J--- --- --- --- --- WW - - - - Ln OJ -.;--~ - ~ en \'---- LO LO I 0 0 00 C.J 0 :1 en en I il ,4.5' -- , ,',.. , . " " , .~ m~IN~~~I~D r5S'~}~~6~\J~r~[~~" ~gE t~~u?;r~l~[~G~~D n~E ~~'tRTY Of TH,E Ii THE CONSENT OF TI-IE WGINE[R\~' (fr,cOI'YRIGI.ir 2001' i 'IIAY MlllOUT , " 't~ '. ,,'< " ' NOT PUBUSHlD ii .' .' , ' " .,1 Ii ""'c ,:. Of""'''? t\ ?G1Q') !' () ,:t:,::.;i':t:;~1 ,'),;: I r:.C .~'J - ~!i K r,>~ . I Jt.:!,}'~~{ ',' Ii it J -"''''_'Ft''f7f'''~ I: ~N" A. r;f)(( I',,~.' "'.~, ' " 'i COflES OF THESE PLA~sARei'NorVAUD UNlE:SS " EM80SSE.D wm~ THE SIGNIt~G'; ~NGINURjS SEAL r-u~'.v JJLD(J. . ~ I 'D (") ~ l~_r, 12.33' J~fl.3S1 i ~. IE" l~ll! f~"'" I :~~" \ ' I _ I \ ,2 PARKING S~-'. 0 IWITHIN EACH r ~ \ I 1 GARAGE I (S,ACI<ED ry ,) \ . \ \ ! \ ' \ \ \ I \ \ I \ I__~_ __-.J L--- , · .~ ~. . ~ .~-~1 .::~Ff==-~T~l .~ r E1 1=:=j1f.'JHl.EnimuimME:\ _8 tpfE-l III ~. :SF~ i~7~' ~L11i... :-~~ ~ ~~~.B . ~'l r rr rrr[[JrrTIOOrr ' ~frrrtrrrITJT[rm rrfnfffffmHf0.Emrc~FF Ff1 ~~ ~~ . . . .. . th 81' 44' 50"W 180.0c ~f) ~-'f37046'50"W 180,11~/) BASE FLOOD El. 11 .0 EL~ 6.5' ~ llLDG. f~EIGfrr C()r-IP'I(JUl~\]'I()r-1 N.T.S. ~l(JrE: 1. EACH INDiVIDUAL UNIT WILL HAVE A ROll-OUT (;,ARBAGE CAN TO BE HOUSED WITHIN GARAGE SPACES. EACH CAN WILL BE ROLLED OUT ro CURB ON SANITATION PICK-UP DAYS. 2. ALL EXTERIOR SITE LIGHTING WILL CO~JSIST OF INDIVIDUAL ATTACHED "COACH TYPE" LIGHT FIXTURES FOR EACH UNI r PLACED ON THE BLDG. WITH NO SPILLAGE TO NEIGHBORS. ,3. NO SIGNAGE PROPOSED ON SITE. 4. 20 PARKING SPACES ON SITE ( TWO WITHIN EACH GARAGE STACKED TYPICAL) 5. 6" VERT,I?Al CURBI~JG WILL BE INSTALLED DIRECTL T AD,JACENT ro OUTSIDE OF PAVED VEHICULAR AREAS ON SITE. .'~~~" iP' .' , I' ' ' SI;:'l~~1 ,'~ ~ 1)1 ' " ' ,', Ii , I~r~r~~ Ii 10 I)' 10 Ii) Ii , . ,c. ( I t.;:IJi":'~' \, ~~) J ~ r~f""'\ .~ '. ~ ~:~:~ e' ' , j -(.., "J , ,,;....., ~~ ~~, .. ~_._, "j;'~ ,~ ~ ~ ~ 11 . ',. ~ I, w ~ · "'{t"c,...~"-\.~ :~ ~ ~ :.-;' '~ .(.. ~ " . " ,,' ~ ...~:<( -t ~..~-~. t - (.-. ~L~"J ~~ ~ ~~ J .~).,... .~ ~ ~l ~ ~~/' ", ':,~ 'Ii 1 '1~ , ""- -t .....I ~:, -j - , - , ~', -c; ..,..-, ~ -'. , ~ ,( .L ';1.~ ~g~ . ;, ~ i ~~ ~ ~ , ,t "~-- ':;;', ::,"', .; ,I \J\) ~ .l._....~~-'---'-_;.~ -, ,} ", ,J' " ) :~ , ! i'i' , :.:. ...... "i,' _' ,!' ^. '" '" I' .4 "...",:,....:~. I ~ :.., .".1 to J ~.-.- ',' \. .,. ::) ;,\ i"'" i.1 1 ~ ;'~ .L~.:..:,._.~_. :.:.. ~ ~ ~:, '!~'''>'>_'' ';\ ~ -1 r- ~ . .'.i, .' ~ ..... ,) i~:" ,-:;, .n!' ::,',-",-:,:i':",">>.. '~.., .;.d ,,<~-',~, . ~( ::' ":'" ~( ~(:l ;.'., ' .( -(~ ' .-.- ' .....I d:-- ' , :: I .. ,( ,;y : ~~ , ..... " 'J- > .... ':.1-,( \. :", 't,'l _ ) - ." . '. ".' -. , "~;._,L_=,~~...L"'.__.. 'J .) 'J I ' , ,r . ~ ~1;:31;I)nlli1w: i I DraWl' 3;/: .~r.k~'J 3;/: 0201 1.3, J , '/.1, ~~I:S:SU:} Oat:}: :{e'/i:s iIJIIS: No. Date . :Lt 10 2,3 02 ; .& 12 1 6 02 :6 E j~ ,.6 i6 .^ IE .. _6 ..6 :.6 6 / / Ij:J/I a/1l2 Ii Description PER CITY PEr~ CITY , -~ ~~ I , ~ Oe$IIJWO~"Elr);>ME:H , 0 PE~tMIHIWJ & 310DIWJ , 0 I;oas (;~UI;IIO:. Of)t;IJ~I1EiH$; t /!'< ,'.t.~ it ~",,4 _ , .- f'!" ~. ~~' ~; j~~~"_'__~' <,,0 ...~~ I! I' I; Ii Ii II I' Ii ~z I! I' c.L....._.. II <i i: ~ J i~ I il"t Ii,,; t ,I t!J i ~c.-I if r I: ~~I i~ '.1') !, it ~"\ ,'I J II ~':7 !t ~_ii."'" " ;;O.,~_......... ![ '.~ I: c~J1 I! <.: I! II " t---' : If) :/I) ~~tJ , ...~ .~ .'...)' Ih 1 <;' i"". ..:..,~ ,..) -,-~J I-..'.J ,..) -:? ~ ..< :::,-",'J1 ."~ t.l :< d!:2 -:; .-~ d ,Cd ~lJ ~ I :---lL ...~...( '^ .''.;.2 ~ r) ~~ c ~ r-" "~ ~~ <', ~, (2~, 'ill~ lj) Ie;) ~ ~ c-" IJ ~ If I , I. I; ..(,',','.") .",.,3.."" , . ".'j,""."" I . ~" , '7) " ',' . '.7 . '.J ---...."'-.;.;~ ,~,I3' r, II--'~,',., t.,], /(' "'\" ',I )J''-~','J'. -I \\", IV, ,/, '\" -i.,(, f,.-J ,,!r~',' r,'O'.'f',~, ~,',r{', 'J 1,1" I.-I a- "J-, ' " -J ',I"'" !"i", , r 'r '! :.r' "'(-' .... lJ.J., r, . ,~ J ' , ~ ~~4.9 F\A.~) 413 T~/Uj 4.1, \!U !U;-'\!~';3 4;3C~t.3 !~.I3 1(1) I I .,.~ -".~~.:) I r ! ;f II! 't ~ ~ , [l ~ I' ~' If t r ~ If. 1211 (LM ~- ." ~ }_ f).:) ,," ~ - cT Tl ~~,',', -til, ~ ' t ' f .' ~ f).::;~ f-~ I i l E!'t",',","',' -,. " -I' -'I ,. -I>,' ~~JL~--: '.l..._~:1!1.J~; ,,'" ~ l~,;.:? t r tE~',',"."'., ~' I \" .:..i~_-..:-}:"r:~... "" ,~ C) . :) . ,1 i , f" ." ~ f) ()-; -~, l t I ." ~ ,1 .f}.:) r ,. .' ~~ ," ... f)F ~"t t ., 1 - -' I -- - j - ;1'. -:";', ," .,. Il" .,,0.:) Lb---- I III ,," ~ \f? :~_. L~ II' ;r'" ... .,-: )! , ~~'.. -\ f f ~. t'..- ~~ ('.J <::> o t'.J o ~ c; ru C2U1 :;~ I co co I ,I' Ln (0 ! i: '- r ~~ f ~ ~ ~ i~ I ~' i ~ .1' t, ~ ,.- , I' i', 1, ~ I"; ~ ~ t It I,' t it I I ~ I ~" I I , . !tJP ~'~Z Ccr~~SF. .,.. B'~~~\!~~Or -\ : \ '", 8-).. )Er-"6~I), ,-vs ~JR ~-:r-r=ri3.1) 1 f~T--:-'r~-r~ ~ .~tgr~z.~J1--~ 'r~ -- '~J=:::::r ~ ~ \_~ · '-\ LR ~------ .~ '. -- -- ._3-- -T · " 'C:O~~ 'I,@~'. ~B EJR HS. . ?"P\LC~ ~ ((Yf> a. !t5-W < 9 ) H 30r. EL. :3.1) . . I '-~"~'l . p~ t=:=J . ~1 1. .-81TIrrrrr~r:rr~r~fIf[[nrlrrrrr rr rr rrrrrrrrllli~fC.fIJ8I~fffftrrr[IJr[rm rrrrrrrrr(IillHr~KRr~~rrr TIfF .. 121- ;;-n\ ( 8 7044' 50 "w \~ 87046'50"W ~~.......:i-~....--~ ,~ l.i-~~ :"'__~"...o...- <:->>> ..-> -> ;;(]) ;; ",j- I ~~~ol f"--N I.[) 0 , o 0 I o~ I I o C...,) 1 ZZ i I\J~ /1 lO lJl Her -r 0 ~"N}101\inrs 'J C~-~',I 'J \ r)]' ,.( \ r)1 ,. " I ~ .', .,0,', " :r'.,.. t ,lr,"',IJ,' " . -.:. ,', iT,' ',' b,,' ,~'~" .2',.."'",...,, rl J (,) () l'~ " r ~"., ,~~ \1 l.J 'f')'~ (,),' ~_J1 "'.1<.. _. -' '1 .. ,'.. (~,\ 1r) ,\ .(~ i~ ir'l () () r} I ir-' \1/ ,~' ....J T 1 j- .:J i.L. t"::.....a ',' .,'; ,r \ .~~..-G ''1.. t) .. 10 ~, ~, <::> ru u OJ o ~--^ FIJ'rIJr~~ O(J(';~<3 ~,.,=-- -.-.- ( .1 C- LL ~, W l- f-'; U1 --- ~, ---.... tJ'1 '~ u <::> ("I.J o --- ru o o ("I.J --- tJ1 ......, U ClJ ~, o C- o.. --- <J) OJ' C "1 ~ <U C- D --- u ., ~, D ~ 0... --- ~ .w C tIl QJ z: --- --- srOrtM SE','J~it srrtlJcrlJrtE: rAOI ;:; ff I I '-"~ STRUCTURE STRUCTURE TOP EL. INV.EL. # NPE ill TRENCH INLET 5.1 3.3 0) TRENCH INLET 5.0 3.? (}) TRENCH INLET 5.0 3.1 0 TRENCH INLET 5.1 3.0 @ TRENCH INLET 5.2 2.9 @ TRENCH INLET 5.,3 2.8 (]) NPE "c" INLET F.D.O. T. INDEX 232 5.0 2.6 @ MITEr~ED END SECTION F.D.O. T. INDEX 272 --- 2.5(SUMP) @ CONTROL SH~UCTURE 4.5 2.0 @ CUT PIPE FLUSH @ WALL CORE DRILL SEAWALL --- 1 .9 I ~ [ :2 0.- ~...-/ [ ~ ~ t , 0) 0) l , CO f"-- I" r ; I N t, ~ I ~ ~ ~ ~ l f W W ~ ~ ~ ~ ~ r t.[) 0') " ",j- l ~ ~ ~ f (]) f"-- ~ L[) L(j , J 0 0 f 0 0 ~ C~ 0 I en ef) r \ . . , , I !.' I' f I': r I, I, i ~ ,.,. " I t ~ r srOf~M SE'NEi~ IINJ:=S fAOI ;:; ~ ~ ~~ LINE LENG TH SIZE NPE SLOPF (FT) (IN) (%) (i)-0 21 1 2 pvc 0.48 (3) - (}) 26 1 2 pvc 0.38 0-0 26 1 2 pvc 0.:38 0-@ ---- 26 1 2 pvc 0.:3(3 @-@ 21 1 2 pvc 0.48 @.-= (?) 92 1 2 pvc 0.22 0)--@ 1 ,3 1 2 pvc 0.77 @ -(1~ 7 15 RCP 1.43 I ,I -~ ~ ',-..:-":'" . !~ ~(: ""/ i\; Sr;:\lE:1 "~I I)' ~ rt . .r'.::.::L~ , " .r'.""" '''''~....:L,~"-).'..''~'l I r4 I ~- 10 0 S 10 10 ,-j- , ~D'; I, , I))l;' '\\ ",""h.:>" ,~ r.~', ~ :'...'.. ~ : ._~,- tJ) J, .~_;J ~t- ~;~f/1 .~ ",,'j ~~ :r~ rt .' . ~ ,'. ~ ,"I 'I \ l '\ ".~..~<~LL:'~.~.L tJ\ J , (\ ': .j.... . ,r'.~.. ~,J': t --'"'~ "_ ~_"_._..: ~..-cJ j f.; ';J::'. , ~~".l. "::.,-,,\-,,,. -- ..';, ,: ". :,,'.:J ~,...:..-.~~-~:_- '~ 'L .,i) >It ' ,.. ." ~ ~2 .J t) ~ '~?'~ -(.) "J ~ 'I~~ ~ ~CJl ) ~ .. ...~~ ~ t- :,.\ ." .4.., .. ~!!A .( ...., ., ( .... .. :.'~ ~ .( ( ~ -( fA ~~ .. >> ,'It. ~ II. 'J .)~ i .....J '~Ii)~ -( .. 'j' ~ ".:J ,.... .Ii ~L 'LI .,,. ~,.. ~ ~ ...~ ,... , ~ ,( -( "4 >It r) ~ ~ ~" . ~ ~.:J c...II > 'L u. ", .... r} .,\ ,> ;) ~ '.\ . ,\ '} ,~;.,. ''- :) .,\ ":'co '.l li,\ c...II ~( r.: ,( ~ ~~... "J! t'...J -( ~;; ....J :--~.. ~ _\ r) " ~ ~ ~~ 'L .. .'" ~(~ .( .( t.1l ....J .....J ~co ~ ,( >> ~} .....J fl.) ~ -" .( >....~ ...... ,) c..J .~ .) fl.) N ~S r;')ri1.i1.: Ora';lll a~: i II;it~d(;JtI 3:/: 0201 U3. 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BE R~F'R0OUCtD, PUEll,JSlI[O OR USED IN ANY WAYNlTIiOOT I nlE CONSENT OF T11E WGI~~[R " ,,' CgCOPi'RIGHT 2001 NOT PUElUSHED i r , :.,'.. '>, ,'" D' .E-C Z 0 lOCi? II 0, ," ,',.' II ' - _.~ I' 1~4"t"';~S.i'j'.'."l'2~~ ' i: ~..~,~AA. !;Of{~~: 'l:, ~.'f'.' tlUt ' Ii COPIES OF Tl-iESE PlANS ,JJ.'f.. t~6i VALID UNLESS : EMBOS~[OA""r,~'" Tl."E: $IGN~~N\E,~GI.I~UR'S sEAL : ' .< -~~;~l~~- )~:j , ((, '~.ll. , "il', J--2-1 -' 'J j,,:,~~:-,:::, ...., C tIl a.l i z:. ,'j!?"ci;!','V }t~ '{:~ -~':'v~ ::~'-~~~ ~~~~P$ 0.J o o ru r--- ~ o ru ~1 ~, <::> ru u OJ o M C- LL (J'1 ~ U ~ W f- ...... U1 ----- ...-1 o ('\.J o ----- ru o o ('\.J ----- tIl +-J U OJ ,~, o C- o... ----- If) (J'1 e- M ~ <U C- D ----- u "' ~, o ~ 0... -- ~; ~- r"','.," ;\, tJ ~ ! ' '." [1--" ~'" ~j')' .,,~" , r;:- LJ eLl '" ~"" ,~,l5, '}~I i\ ;.' ..............I . : '\'i' ""fi:'f<;-,::"_"il\~"(;\~:;'.~ .:" '" c.(5. 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O\:C ?, I) 2.002 ~, ,. ,....~l~", ~,-" ,",' \::,.,,',. ~,...,,;., ~(/' " ',', ,I J_"";'-".r ,r,,;* "","1'----"" "~ I~AJ".t.:\;'I;I)R ~~: 'l.' ~,Cfilnf" ,: COPIES OE'l\'t<;~' ( , ',:~ ;" " ,- ' EMBOSSED', ,~D~;'M't~?' ,\RE,N~t. VAUO; IJNLE'SS 'j 'n~'i~..,"j~~':~,J,~'NEER S ~EAL . ',: h!~)~~~~;;;: .... , '. "'''') ~I (J ~) iJ ':1 : ii . i.::..LJ NE'N "SPHALT AND BASE- P/L SEE PU\N t- f'Lo'CE SOD 1/2- 1& ' E!UO'N PAV[MENl' ,-- FIN, GRADE PRIOR , TO SOOOING POSlllYE DRNNACE (4:1 IMX) i~EU EX. .' ,', it' :-. __ , ~ (,'OI.lPACTED (''ROUND NE" "SPH/lLT :BASEl l~rl':~~m P/L SEE PU\N t- PLACE 500 '/2- BELOW PAv[I~ENT Lt FIN, GRADE f'RIOR I TO SODDING /t ~i'~ DRAJNACE (4 1 "'\~~, IWYd!""~_~~ ~ COI~PACn.:GROVNO VAX) EXIST, SURFACE SAW-CUT EXIST. EDGE OF PAVEMENT & BASE NE\V SURFACE EXIST, BASE NEW BASE ~ \,=' ,::~:y NEW SUBBASE P:\'1~l~H::nf rrU\NSlflON DETAil NTS. PLACE SOD 1/2" BELOW PAVEMENT NEW ASPHALT ~~::o~ ";::'!',C.il"'::.~?:,:*,~_ - - , -~"J! ,".:'-1' Gf~OIJNOnU\NSlflON :\ f nu~ Pf~OP~RrY LINE In.5. NEVI BLDG. ROOF DPAIN IV I I I I I FIN GROUND I I I I 'I , I ~, UTIUTY (i e, SANITARY I I SEWER, WA1ER SERVICE. : : DRAJN) BY SITE CONTRACTOR I I 10 5' FROM BLDG, \ \ \ \ , < "o~~_:"''''' l!f~Gi(~ FIN. FL.-, l!C-3!!~~'~7'=, UTIUTY 'HlmlN 5' OF 8lOO, BY PLUMBING CONTPACTOR, FIN/lL CONNECTION BY PLUMBiNG CONTRACTOR UNLESS Ol1-lERWISE COORDINATED BY THE O,C, IJrlLlTY GONNEGflON A fALL BIJILDINGS N,T.S, --.C NE\V SURFACE (SEE NOTES 1 & 2) I EXIST, SURFACE rrrr- ~. ~, ,ElA,', SE '~-1/2 Tlt..lES EXiST, MSE (9-WN) =t- - ~ (SEE NOTE 3) l' I 2' TRENCH 2' J 1 ' - -, BACKfiLL . (<;([ NOif 4) o EXIST, SURFACE I VARIES 0.J <::> <::> ru o REPAIR OF PAVEMENT NOl ES: 1 ASPHALTIC CONCREl E PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COAlED, 2, SURFACE TO BE CONSISTENTNITH EXISTING SURFACE AND THICKNESS; WITH I-AIN, OF 1 -1/2" ASPHALT F,D.O,T, TT'PE S-3. 3. BASE I-AA1ERIAL SHALL BE PIfiCED II~ 6" COMPAC1ED IfiYERS TO 98% OF MAXIMUM DENSITT' AS DETERI-AINED BY MSHTO T - 1 80, IfiB REPOR1S ARE REQUIRED. 4, BACKFiLL FOR 1 RENCH SHALL BE PLACED IN 12" COMPACTED L<\YERS TO 100% OF MAXIMUM DENSITT' AS DE1ERMINED BY MSHTO T -~~, IfiB REPORTS ARE REQUIRED. Lri ru <::> ~ R:::PAU~ OF PJ\'J~M~NT GUrS N,1.S. C) C\.J u OJ o c1 e.- ll- t:n 3: o r..n .....J I-< -r:t I- W o --- o l'.J o --- (~.J o o (~.J --- (/) .w W OJ o C- o. --- (/) rn C 'r~ 3: <U c- D ./' W r~ ,...... LJ :.;l r:L --- .w c: (/') a.J Z ./' ./' FIN, GRADE PRIOR TO SODDING POSITIVE DRAINAGE COMPACTED GROUND Pl1-\GE:M;::~.'f OF SOO A r PA'J;::M~Nr N,T,S. NE\V BLDG, FILL GROUND AROUND BLDG. TO 3' BELOW FIN, FLOOR ELEVATION & SOD MAX, SLOPE ~: 1 MIN, SLOPE .~~ Gr~OIJNfJ pr~EPJ.\rU\'fION AT ALL BUILDINGS N,T,S, FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOiNT 1 -1/2" RADIUS VERTICAL CURB PAVING _~ BASE -.. 1 : ,-~ COMPACl ED . ;~:i~~ SUBBASE ..--. i ' i ! N01E: 1_6"_1;" ',I PROVIDE 1/4" 1 CONTROL JOINTS @ 4'0,C" 5' O.C, 8' O,C, OR 12' O.C, & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O,C. FOR 4' SIDEWALKS, 50' O,C, FOR 5' OR GREATER. GUrU3J~VJ-\Lt<: OET AIL : I I i ,..:_.~ : COMP/l,Cn:D FILL. Ii' "-,, OR UNDISTUROlD SOIL N,T,S, 1-6' MAX,--1 120" OPTIONAL ..J, -- '~t- POST ~ POSITION S:! I- a::: "- ~I POST OPTIONS: 2"x4" OR 2.5"DIAM, WOOD; 1,33LBS/FT MIN, SlEEL FILTER FABRIC IN CONFORMANCE WITH SEC, 985 F,D.O,T, SPECS, OR EQUAL EXIST, GROUND fAN 8 '- ~~ '-r---c, A.. _ :' I '"I I :! ' i : ;-L._.L._.~ j...-,l~L--i---.-~_.J 21, i] Ii! ! i ! , ;:: L '-... ...,.._'t..., 't/--' _...1. , i : ! ' PLACE 1/2" END OF --rl-;...-t.- EXP,A,NSION JOINT DAY'S \"/ORK 'A. i iN f{)P OF CURB _.L.~ -..+ AT AI_L RADIUS POINTS i ' A PLACE JOiNTS IN- CURB TO MATCH PAVEMENT JOINTING PRINCIPAL POST POSITION, CAN1ED 20" TOWARD FLOW j - ,r -- -'-'1~' -. -" - L_ : I i , : 1-'1' -+'1' i;~ t~r~.l-tAt"~C'" I , / . i: .. Ad rB . /' .--J"" /,..., '>/+,.,"" ..t----t--", -.~--'---'-_.- '" \..' t, , A""^_ J : : I, : 1-~~i ':'~,/,~-~,I .,..,-", j,'.,'.,.,~<~' -- y~tL-,:+.~-_:-t "-25'R A ., -. "'--F'-j' ~ -+-rl .'J..~t-(~~~-~_.._ -~_jIT8" : I " I i I . -l... t--- L. ~ ,",CCf.."~r-"--,~u-"~ ., ! , ! AorB..j....-!-...-i-. B ,.-L-..L~j..- _ _.L__~_l__,-_.l____ h-tAor~B~. ..:r]JJz-~__; .r .,1"+-+"1 ....t--r..1.-.-t..--f-Z..:T... r "6' ii- -. ~-~-+"-'I.+....t- ..--+--.r-..., "1-, Jg, ! I . Ii' + ' \. , :.J~ML-i-..--r~~t~==+=~rJ?-J- L SPACING 1....b~-J.:::::L-L "-25'R " . '- - ,~ SILf aARr~IEr~ OE'f:\IL N,T,S. NEW BLDG, FIN. FL., ~~~'~.I~~_',i~: - ~ FILTER FABRIC EXIST, GROUND FIRST Sl R EET PAVED PIfiCE CONC. SLAB/WALK 4" BELOW FLOOR ELEV, EXCEPT AT DOORS REMAIN FLUSH, EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10:1 MAX, SLOPE SOD NOTES: " PROVIDE S'xS'x.- nHCK CONe. StllB " /ILL C~ERGENCY EXITS, 2, CONfORt.4 TO ABOVE DETNL FOR PlAClt-lG WN..KS AT nlE BLDG'S, N01E CON1RACTOR TO SUBMIT JO:NTING Plfir~ TO ENGII~EER FOR REVIE\V P!~IOR TO THE START OF CONS1RUCTION TYPICAL P:\VE:ME:Nr -JOINr OErAll N,T,S, PU\G~M~N'f Of GONGr~2rE SU\8 J\'f :\LL BIJILDINGS N,T,S, 2' LEVU l~-t I SOD 1 , .-.. -- WHEN SIDE\'IALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMDVED TO THE NEARESt EXPANSION JOINT, FILL WITH i JOINT SEALANT (TT'P. ) 1/8" RADIUS Z ~ 'zJ ~"b~' ] I -- 3~1 L 2d OR 2" MIN. MIN. lWE D -~ 1/'" PRE-MOLDCD JOINT FILLER ISOlJ\flON (E;(P:\~'SION) .JOINTS N.T.S, l ' { l ' Z 11' t.~. 1/8" TO 1/4" '~ D/4 1 UNDOWELED TRANSVERSE CONl RACTION OR LONGITUDINAL JOINT, SAWED OR PRE- MOLDED, TOOL WITH 1/8" RAOIl'S DEFORMED TIE 8,"RS 14x30" qp 30" O,C, TIE.D LUIJCITUl:I'JD,L CONspr JCTION JOI~~T OR CC:~ TfW: nON JOI~IT WHE.RE~EQUIRED, NOTE: DO NOT TIE MORE THAN THREE LANES TOGETHE.R. GONn~OL (GON(f{:\GflON) .JOlnrS N,T,S, ~ ~ -J ': \.~" COMPAC1ED FILL OR UNDISTURBED SOIL NOTE: PROVIDE 1/4" CON1ROL JOINTS @ 4'0,C. 5' O,C" 8' OC, OR 12' O,C, & 1/2" BITUMINOUS EXPANSION JOINTS () 40' O,C, FOR 4' SIDE\\'ALKS, 50' O,C. FOR 5' OR GREATER. TT'PICAL PVC \VYE fJIDC \..f S:\NIT Ar~Y SE'j./Ef~ GLEA~j~OIJ f DETAil N,T,S, GO~JGrH:T;:: 'l/ALt<: DE fAIL N,TS, "~~~7 1l'P E A "Z TT'P E B U,S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEAN OUT" IRON BODY FE.RRULE WITH BRASS SCREW PLUG JONES PLUMB, CO, T466CSK OR EQUAL 6" PYC 8" MIN, CONC ENCASEMENT 6" PVC 1/12 BEND 6" \VYE 6"x4" REDUCER (IF REQUiRED) c=~ 2" G,V, ./ ~ , 1., __ 3 -'-1 MIN. 1/8- RADIUS '~J L ,2d OR 2" MIN. TT'PE C BUTT JOINT GONSn~IJGflON -JOltlr N,T.S, -- MAX, JOINT SPACING TO )'NEXT JOINT 1 (TT'P,) -Jr)I~r(s A-r INLETS OE'rAIL N.T.S, FINISHED GRADi: - ~\cTi'0 ADJUSTABLE VAL'v'E BOX & COVER... 2" BlO','/-Off ;!~ S:\MPLlr.G POINT N,T,S, + ---- 1 ~ -'-,"-" ~ -. 12' r'U' I 12'to15'~ St(E'j'/Eon~J\NS'JEr~SE .JOINrS NTS I I I I I I I , - r:- i-, '11- t J i-, _,Ii', -l"r 4,1 -'1- L.. L i-- I . I' I I . , I' I i ,I i I' 'I' '[I 1 1 i 1'1' i I . : I i I I i 'I I Ii 'I I ~_-L:...i.____ .---..:___~J....,,>-~..J-.:...._ _,__1-.__~..&.L~-i..-\ lRANSVERSE CONTRACTlON JOINT (SEE 1l'PE A) TIED CONSTRUCTION JOINT (SEE TYPE 8) SEAL JOINT IN INVERT !, rr-j-rrr-1,fl,l-l[-"-li: -1,.':r-;,~' -- .;.:- i- - -.j.~ I -! +, -: - J _ i.. _ ... ~ _ I 'lint I L' I I I I ~ I I I - '1-i~ ,... 1'1 j+- ,.....+ +- t"j.:!'.,i:J~"" "< t+-,... + I~ -+- ~+ -.. I I , I 15' I I I "'--~ I I I IUAX I I I I - +1- r -tJ. ~ I- -I~."'!'-Jt r. -:-~, -.;. 1-'..- I', I I II' I! I II,' 1'1 I 1 , I I! I I II 1 I , U.L Lll_.LL__,L~_lL_LlJ (2) #4 ~ ~ 5' INTERVALS, 24" LONG LONGITUDINAL l'''I=J--'1'' i r: 11 -If r~l, "j ,-- n CONTRACTlON JOINT il I : i I: ! I I I: I: (SEE TT'PE A) - I-c-' -ltr--t-~- t -ri-..L- ! ! ! l l l ! : GONGf~r:r~ -JOIN r LAYOUf DE fAIL N,T.S. 3/4. SAMPLING COCK (;RADE .. ";;:if"",,....L, "_,,,,,, "~'" _..rm.r"_..177 t _ \,~'\,,'-.(,\,*:.<~/~,,"" ,'. ~,,,v""\\.~""'~"Y/ '0 !; WA1ER MAIN ,..., ~ STORM DRAJN q SAMPLING ARRANG WENT INSTALL 2" PLUG (AFTER REMOVAL OF SAMPLING ARRANGEMENT Tl-iRUST BLOCK Note: LOCATIONS OF BLOW-OFFS FOR WATER SAMPLING TO BE PER PINELIfiS COUNTY' HEALTH DEPT. ENGINEERING DIY, CLWTR. OFFICE 538-7277 t 18" !~IN, VLRTlCAL ClEARANCE I Q) GRADE "F '~~~~~,'~~'!..~<,"A..{?a:'f'~~ ~'" Z 10' l= 10' ~ ,..., ~ /(ATLR 'ANN OR I STORM DRNN D.I.P, IS USED IN,' PlACE OF P.V.C, - 1 FOR A MIN, OF 10' EACH WAY - r +. FROt~ 'l. Of 'HATER !olAlN 'NHEN _ " nlE v[RTICAl CLEARANCE OCT'NUN r WATER &: Sf.'l>tR iANNS IS IS" OR LESS, \8" OR !JORE VtRTICAl CL I --~~~::S~ PYC, OR V,C,p, TE ~N. S('fI(R GRAVITY MAJN l'ill.IE; CONCRETE ENCASEMENT OF SANITARY SE\"/ER GRAVITT' MAIN IS NOT PERMITTED GRADE "..,...,. ""'. ,...-- '-Ti'o['~"""'" I ' 'J:> ~ ~'IiAllR !......N ,..., ~ - Eh -wii 10' lAIN, f~:~Z::AlS=~X_ ~,~_ _ OR sm, SEWER~, GRAV11'r' !AAIN VERTICAL CLEARANCE HORIZONfAL CLEARANCE '1'/:.\rE:r~ MAIN ;1 SANlf:\HY SE'41/E{~ GLEAllj\rJGES N,TS ,,-' ~ " ft '" j F " , f ~ ~i .~ .. . t~JJ\~ J ,. :.J ~, ;~ \{jD'~ 1 1~ r--~.I'~ ~ : y',,",;" : " >"1 \J\) L ~~;:--"':!:,;o~', :J,:\ -J;:<;::',,{,::, ~J .dt~,1r.";~-",..~Io-.-"':.~-:Io-._ .) -L-:~J :J :~ :' t ~ ".~__.~J 1 "'ill""" ...J .'; r:; ~ r---'~' !l :' "C",' 'L '. '. :i ....."', ',' " ...J -JJ .;';J. ~~-.;.;... ~ .~ ~ ~ r} t} ;.. ~?~ .( .) "J ~.. t~ ~t~ () ~~ ~'~ ~ .... c\ ',,\ ;4!l ~( i:} ~ -( .:; ~ ~ ~~ :-. .( ':1:":11 ~I..'JI J: '>"J 'h:J '!) ~ r-4 '", ~I ~ ,.\ .,. t.... .f ~ ~~~ t- .( i4 ~ ....< ^" I '..:J ~ .~ ~ ,;, ~,..' r-- J ..\ ',.\ .,\ ~ .( ~'-, i:J~ ~~ . .~ ~l') ~~ ~ti -( '..:J .c.J:"- 'i::J >.( t:. } ,...J _, ...J ....J t..:. ~ .( ~ :):1 "J .) 'J ) N ES ';')ri1ril.: ,I IJt;}':f11 ~:t: '11;h:J-::<>3d 3y: 0201 1.3, J. '/.1, · [ 1:S1U;" O;]l:}': 1):3/'1 iJ/'l2_' H:l'/iSi'Jr1S: No, Dote Description _: /t 10 2.3 02 PER CITY tl L:1 !z ~ ..D ~ ^ ..D / / .~ .6 / / ~ / 6 / / M"" < e 'if. TT'PE A CON1RACTION 1/2" ISOLATION JOINT / tiNT PREFERRED (TW,) r-S_EALAN0-\r~~R~"AiC17A8LE Z ~,,~.=c_-,.~-"'-':,c'=="-"'='~~-'=="'==-===."'il Z Ii /'11' ["II :-1 i'l i-I fi 1'1 i'; II i":;1 I! Ii '1111 I! i II I, \ 'II: ! 1 I; i 1 II Ill' : I i I ,I ! i I ; Ii I~ ! I,) , , I ! il I,: " ; 'J -- ..' ,~ -' '-~' _ ,..) _ -' 1\ II ! r 1 n ; 1 rrll ii 1 n r)1 : 111+- ~ II U IJ U iv' U lv' U !j I,i U ij U Ii { ~ ===--=-~=---=-~-==d ~v' r- v' ~~~A~ ~ DESIGWDE'/ElOPMHH , 0 PE:UAlfrH~G.'1 !3lOlJIrHj '. i' o CO:fS HllJC fltJiI !JOI;lJrAEkH~>': ~.''If ~ "-~ ~ '-_?~ ~~~,. lj) .--..J 1/) I 'I,. , ~.1 ,.~ -"--"'-~ ,~J ~:r.l ,-........1 -~ -~ "~ ~ ~.J '~ MEDIUM BROOM ~ FINISH CONC, WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' lNl VARIES (SEE PLAN) -t~.J SLOPE 1/4" PER FOOTI Y SOD I J..L~__.___..-J .. ~ PLUG I ....L2:.I ~< ~ w d !tl: - -'--' i f 2......-.1 II) _I :> 2......-.1 () r) --/ L...:....-I <:: ,t. ~ IJ) ----.I .1' it) t-. ,...) ,,,) <( Cl ~ ~ r::) I!,) ,~ r-"l!.. -:.,j d Il) W r-"P -, .:< ( "'1' .s r-"~ ~ I~~ c::) ~J ~ (J THIS DRA'/(ING IS AN INS1R\;'<I[NT'O~iD<VICE;~i~o SHAU,Rt~:,~ t;\E?ROF'tRTY OF l1-lE ENGINEER, AND SHALL NQ.T [IE; R(F'RODUCED, P\J8IjSHED OR l.isto iN, ANY WAY 'HlT1l0UT HIE CONSENT OF HIE El~I~[~, ' ., .,I.:,q)COP;Y"r~tCHT2001 NOT PUBLISHED .j<~i':::'" .' \-.~ . ".'.^',~~ /' f/lef" l} f\ '1f'1 r) "'-,' ";"::'\'~:,11;::-, '," "p" .,...~ '-' ;~' 1i' A\O ,~.t6 ,~",,,! ..'I~~' \~~1,\,J\~i7'?"' K't .;~~, ~ "Ir,',.. .. Ar... , '-'::";::'i-F.:.\ ,V1."I~~;.r: _.._ ~.~~ ;t t;I}~~f~,lf; fE, J tlU1 . COPIES OF T'rlESt',PUINS,~q(t~f.YAUD UNLE:SS El~BOSSED 'N1l1;j.Pl~;?J:~i(~' ~rl~,INm~~S SEAL ~ 'I) .iI .~ ".:,'(c, !:,(. ..,',.~'.',," I." ~"".""'" '".,..1. "Y{)-I ] '- " , ,.-..-~--------~~ RETENTION 8ASIN ~' /-r--::-r-"-~,.- / ',/ ' / ./ /"", ./ / , / " /' .' ,'/' , / ' .' ///>/,//^',><,//>< :' G~E SI<.Iv.:.4lR w,~ ~_ "~=:L AT THE TOE: Of SLOPE CO~~, FAO -\ OO~~~~ ~CHNM,P:_~ <;///,/ "-~//"""/' ./ / ./ " " . ///// // //:// /,/. .~ /' // / / / 1 P1.A(;E lROSlON &: SILTATION CONTROL ~ SlllU C U loND PL\N5, 2 EXCAVATE: N-IO ROUGH GRADE NE'" Rl1tNTION ElASIN NI~ PIPES, 3 CCM:.,R\)(;T OUTf"lL SIRIJ(;TVRt: I..ND ()l<'.>C1-~E PIPE, 4 PLM;E GRL4S( ~ IlI.MER PlACE EROSION CONTROL AT DISCHARGE Pf'E(S), ~~_EIENnCN eA::t~ / Ij~~J8'.vnAI4 CEfAL (1) N,TS RETENnOt~ eASlt~ TOl' $- .,'" - 1';<<),ll;1Ul ~u::llJ.J'E I-ND oonolol Of' RlTENTION flAS1Nb /" /" - TRlJ<CH 'N"lL OOT~ ~ /" C. (I'R\}.1C( >l;:M,<<; F ilEO'D) , ['U:J~fW" OC1NL FOR ~ EXCAVATE DIl.4ENSIONS T RENCI~ 1 FINE c;RftOC RlTE:NTION [;ASIN PRIOR TO ffi[)<CH EXCAVATION, COIAf'M::T 81-.NI<.S. [J(R!,!S TO 95% Of IAAX DENSITY- 2 EXCJ,VATE: WENCH F'OR PL~(MENT Of TIlE UI4OlRO"""N -'S f!(Q(.JIf{U), 3 VlRlfY #lAM TI<tll.E; 'HfLLPOINT OR PVIoIP GROOI() tiAITR If ~11:[)[J) TO ENSVRt: DRY TRlJ <CH PR10R TO P1.A(;OAENT (:If UNOEROIWN, (A (,'Of'f ~ Set. ~ !.lily ll: ,WYlDtD F Kt~1Ul AS SUW'.t.<<:N11l. :,.Jf~,^1XJN 0l<<.Y) 4 CONTACT N,E.S, FOR 1N'.;f'tCTION, CEfA!.. (2) N,T,S, RElEtHION aASlt~ UNOCROOt.N Clr.AH-OUT ./lll", 16'\4' COHC, l>':'_L'R rtJJSH AT SID( SLOPE. ~Kor COMPACTED N'PR\.."V(D I ti OOnOll. \ '~7 ROCK ...' e" SOlID PVC or BASIN 1 C':.>' ,,/9<:1 LONG , ~:r::" SWEEP ELOO'" FILM r- ,---- CONNECT !,!!J,4BRANE rl.{lRiC - fllM TO 6'P'(; ..-AT\:R TlGKT I~EDIU" (SEE U,S,I.) - 6"1'VC L UNOERORNN :;;<<~;;~~ (30 Mil) UJ:f.H~nAN CLEi\U"(;Uf IU,S, RETENTION 8ASIN TOP Of E/-.NK la" oru::<<; ., n. 111;~~ i,Jj() ~~) /' SOCK &~~~jL1:;iif1- ~(re' e-PV'C (TYP ..' (5' SPE~'S, '".. UNOERDRNN FlLTtR S C 1.2) 6 ('TE 'H:C5) rA\lRlC L J J '/I/PERMEABIUTY COEf, ilAPlRVlQVS MOAURANE (30 IAIL) Of 0,20 CM/SEC AT ALl SIOE:S EXCEPT At Of't.'N(NG, (00 llOT PVLt ',IJAlf.A:€ ALl SU.MS I.fU<;T OE WELDED , , ~T US 01'8">(;) WATER TIGHT PER I.4ANUrACIURlR S RECo,lMENOAnON, 140rE: NEJTIilR 157 ROCK 110R FlLTl.R :AEDiA 51 w.L lJE CXJ:.lPRr;l::D Of IJMEstONf.. U!AlROCK OR on IER CAlCIl/" CAROONATE: ^GfJREG.A'E (SEt: SPEC!rI(.ATION$ SHUT C 1,2) CEfAlt (3) N,T,5, '- 6"PV'C LOIIC RADIUS BEND - ~~N~~fu,I()~J~T \) M(M8R4,>~E "- oonOM or Rl1ENTION [;ASl'j IMPERVIOUS f.4E:.IURANE (30 MIL) ,,/ \l'A Tl.R TlGHT SEPJAS t:J:U;f:HAI~ :}Y:}lE1.4 ~'30.EI;;jC (1),31) N,T,S BLO'NOfF IJEfJ\IL ~-..,..-~-..--,----::.....--.....-,-.,...-~~. N,T,S, Nater Main ~ Restainer Per Detail ru C> <::> ru ,# " ,-$f~ i.Y'o; IKJlE; '''I4f)~' ,Jtlly If I'f:'.~<:' $~ '" ~~' -r Tn.,J','sflion ~ide $L~-s R'eQUl e. iQ' '\' $' \,: ./" >;>0" -S <-".,-" ./' <:)-y \..~ 4 ~./'! ,\ ~~ /' A L:.. A Bock of Curb L Hoo- tI., tur(:)I:... I ~~L t- Iftet'1t!. ~..e Note a. U:l l~.J ':"i ru c; ~~ PLAN VIEW Eclipse No. 85- B ~ Blo'N-Off Assy, Including Lockable Cost Iron Box I ~2" Bross 2" Bross ~- 90' Bend '~, CITY OF CLEARWATER, FLORIDA EI~GINEERING DEPARTMENT I\: 1 15 9' ~ -wo: ro. 404 ,~, 1lWf'~.JiI'H !1'( 8,V,D, C:-t:CKlD !1r BlOWOfF DETAIL :;>'11: iof..... N" fJ( c,cx '~,v;UM Remove Curb if EXistin\ 12" J I"ax Slope "--,-,.J 1" --.- t 1 ! -....--..--.::u 4~/2" Exp, Joint/ '. / Property / R,O,'II Line TYPICAL Exist Con c Drive ,..jF<~~::::: 6" DRIVEWAY CROSS SECTION <::> ru Conc, Sld~walk u Q) o B L ~ rl c... LL ~" E1? o :> ~u It 4' loAin Residentio.i $\) <ceJ. l' City R/'N:wi 5' I"in Ar'terki Street 2' County R/, 1 ,"1/::" per.roo:.,;----- X>OO psi C<mc 4" Thkk, Con sIr, 6" Thick at Driveways with 6x6 110 Welded 'Nife lI.e~h, See Nole 7, 1lI Remove Bock of Curb on Stole 0< V",ticol Curts...ilh 0 v",tlcal Sow C'1.lt 0< RiJI1'\ove ,mU,e Curb and Replo<.e os POI t of Sidewolk Ramp, c )( '- :- 0 0 ,~.~ 8- "lNI-- j U1 ~ u U1 ....J >-< <:{ f- W CJ --- ...... <::> ('I.J C> /" l'c o o ('\.J --- (f) +J U Q) o c... 0... - tIl U1 C rl -'" cu c... o --- U rl Ik,difled and Vulley Guller Curbs join exist bock of curb 12" ______ Textur ed Surface ,"=-I"ax S1('pe ~~ , .' Remove 10 an even join t or sa weu t r~'~[ Back of Curb Joint SECTION A-A ,<0<1:5: 1. Pro\-;.;;' TCX>l<<f Jo.ints At Di,t,JtK-ttt ~ah.t\1n9 nl~ 'N;<H:t'l. Arao P'hx.. E><.p,J(,~;Jf"I ,k,int. At Ofht.'4l'Oj'S. 2. If S<.JfT,O Pt1)'~ic:.JI Ot-,trv'CU()l"l L.i::J\.s \\ttkh Ple-.,;..::n{s n,e Plodo9 Of S1<k.ol~. A. ~<<", C~tod n,. Enr;r'udIlir>9 Dh<~un rlJf' Al{<<not. Locah,)n. . 3. "*,.)-(,)0"'" ^"d OUL. 5Q(}(.;,JIl' ',,"'iI Not c. r<<rTHH0d In ~1dt..<Jll. Or Ddiiw(I)'S. ... No C''<ltin~1 Of N-'!. Kind .".. ~ F',yrnltted (jf, C.Jf)O cte ?O<......I..5 Of DrI,..o~/I1lh-JUt ,,yedllc ,,<'proN! Of The City [o,,,,r,,,,,",, ~, l~ C"",-" .to Sl>cA Oe JOOO ~.I ~in, ,It 28 Da)~ 6. CVOCI ete SurlO<.e to t.e Lh~M Orovm nn:,h. 7. Conoete Dd~<_<JY COflstrudkJt'\ sh~' b~ 6- thick. 6)(6/'Ox'0 '..'N.r" D ::l 0... --- ~ ~ C tIl Cl) Z --- --- SECTION B-B a. Rurn~. $tlatl He,'. a rO'CH~. SUI r<Ke. i6YWl ~ to a O~th Not U.<.().a-Jln9 1/8- by Uti. uf TlJmp \Jt rur.,.. In Con(orm..sxe .itM R"qu.~.$1~1 of FOOT Roadway S'ld Traffic Dt;.$IJ" St,:..nJ.....ds., Oetol JC. Or IlAvot R&<..sr.t llAodifko1:[Ol'lL l/'ir& .a.:iJ..d ,.......~ CITY Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT "rtT BY TYPICAL SIDEWALK ,~~ CONSTRUCTION AND '....0 '-to, RAI~P DETAIL ,ug 11/93 t.lv..Y.'....:I OJ,. coA Jd c:,~~~ 9V ".>fI. l..'oE:."I-~'EN' CW,H, I cI 3 ~. CM 1't L:t::if"J"--:1ON TOP OF SKiMMER ~ AT ELEV, 4,89 BOT, ELEv' 3 89 NON llWTIC GRATE ELEV, 4.39 6" UNDERDRAJN INY, ELEV, 15 . <Xl ... lC> "l I N 8" I.lASONRY OR ""- APPROVED R.C "- F'REF AB "" \ / _.~--- 18 SPACES '>3/16"x2" f'8xS5u," 1 9 BARS ~ 1/4"x6" f13x40'/'" STRAIGHT: 2"x3/16" F~TICULlNL 1 1/4"x3/16" I. DOT iNDEX 1232 18" RCP INV, ELEY, 15 CONIHOt. SfHUCflJHE N.T,S. 2-1 /2"x2-1 /2"x 1 /2" N-.'GlE~\. 4"x3/8"~ ~ / ANCHO R STUD ~ GRATE fl~AME 'N/STUD, STEEL fRAMEN / 2 ANCHOR STUDS PER SIDE - EQUAl (;ENTERS, CAlVANIZE AFTER fABRICATION 18" 3'-1' SIDE VIEW -E :::; D BARS @ 6" OC TOP VIEW NON TRAmC GRATE ELEV,4,5 0" SOliD PV'C NOTE: 1, CUT PIPE FLUSH */INSDE FACE Of WALL 2, MORTAR OOnOIA TO MATCH INVERT Of OUTFAlL PIF'E. Mln:r~EO ENO SECflON OErAIL t'.J.T5 C;ONH~OL SHtUCfUrU:: N,T,S GREASE SKi!-AMER (SEE DETAIL) BOTTOM OF SLOT ELEY,421 NOTE: ALUMINUM At-K~ ~;~ :3 TilJ VM-:O !:E r AJ_ 15" RCP INV, ELEV2,O CAST IRON RETICULlNE GRATE, TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GPATE SEAT 8" CONC, "'ALL 4000 PSI @ 28 DAYS N4 rj ,}12" Q,C,E,W, 6x6. 10x10 - "7'--J '\."..r:'\..J. 4 . . '..~ ':. / : ,,'- o. 3' d' x4"THICK CONC SU,B EL,3.0 64 6" UNDERDRAIN INV, EU:.V2.0 Co 1~ILEr OErAIL N,T,S, f'{PIGAL fHU~ H,{O~~\U r SETTING N,TS, Fini~h To Exi.tin9 Surfa<.e With PC 111 ^"phaltic Conel ete Ori9ino1 Pavin9 Ba$e -16"1- 177'/ 1 ONLY APPROVED -- Fire Hydrant Assembly (Typ,) Kennedy Guardian No, K-81A Muller Centurion !~o. A- 423 U,S, Pipe !-Aetropolit'Jn I-olC 18" !.1in. 24" Max, -----:--'..".. ,~,,~ .' .~, " Distance Varies I" / Valve Box ~,""""''':l::r'''''''~' .//, I I,. II -1 .-~>. .'-"--T @",x.,.,'>(x <)( :<:-(<'1'"',,)< Yx'>""Xy ~.-< '>1./.1:;<',,,,,./,<,,,,,, x"'fV:)'- Y Y.,!'y-<? x ).>\:%>)<~"X'x"< ,: '<, ,.:~(?~</ ~ I ,( ;;t:....y" ,')0 . , ,:,';>" Box /valve ~-] r- Cornpoded Ba:;e - Tl1idM~s of Ori9inal + 2" IAinimum Thickness 8" 12" .':: ~ ComPoJ<:led Backfill Undi~~durt..ed T! &n<..:h Side . cD I N Topping Sleeve & Valve I By City, Fee by ONner or Contractor I: J '''\1 ,. ~~ !i~ fi,~~~~, ~ ' ~ Exist Water Moin , I Mech, Joint Valve 1 1 I - j'll===r\. '1 ~~ ") I- 1~~)t !(~;~ ) l:::= /. t'~11 'J.~ ,;~ r .'" ~ Restraining Joint (Typ.) COrlnecting Piece W In e9ro Y cost Mech, Joint Gland on one End-D,I, Rotatable Mech, Joint Gland on Other End, NOTES 1 TI en<.h tyJdfilled in 9" compoded loyel"" Der,sity tai.en every 300 ft 2 Ba:;e may t>e 'epla<.ed"ith Asphaltic Con"" ete...ith prior approval of City Engir,cer, .3 On longitudinal ins(ailotion I equirin9 I esuriacin9 f,,1I ,..idth of pavement, finish bo'J~e to mokh existip9 pavemerrt sUlfa<.e and prime, Then lesurio~e os directed by the City Errgineer, CITY or CLEARWATER, FLORIDA ENGINEERING DEPARTMENT .,..." Il'f T1'PICAL HYDRANT 05' 1~ 9 Ci:"~'" SEJTING .ux ,-to. T APPI NG SLEEVE &: VAL V[ 40 2 BY CITY 4 ~ 4 ~ CITY Of CLEARWATER, FLORIDA D~GINEERING DEPARHAENT ~'t: Il'f STREET REPu>(;EMENT 7"^~ C,~""l) Il'f FOR UTiUTY AND _ C<JD( ,<>- GU. DRAINAGE CUTS ~ l"~"yl..)ltlI ....~, oc..-t~.9'f 1 Jf 1 ~~ NOlES: 1, All Fire Hydronts to have 5 1/4" Valve Seot 2, See Index # 407 for Jock & Bore Details, - '*'; ~o.u> 6'f' '!Co!, "'" oc::u \f>T' JH , ' " ..,.- [_ Cleonout ,PlUg ~7cr- Concrete Pad 4" [ Thick x "-6" Sq, (-~ ...... LI~g 5/8"-, ~ -, 10 5/8" 9 7/8" ~. 6" or 8"- 1/8 o D 8" 13 1/2" CLEANOUT DETAIL CLEANOUT PLUG DETAIL N,T,S, N,T,S, N01E: Cleanout plug to be U,$, Foundry 7621 or equal. ,!Co!, CITY Of CLEARWATER, FLORIDA ENGINEERING DEPARTMENT .~o6Olt STANDARD 111 o~ 9 CiEC1( CLEAN OUT '"'fat" "U,S, (Sanito .<i'ii\Vol!:D fft 1 ~ 1 TC,J, "",y \.It:Sl.i2-'I1i.)N ..Iot.. iL ,58' 0,29' r 10" 2" H ~ I I I I 1'1 I I 1 I : I 1,1 I I ,-) / f-- I I I I L - :,::r' J ~ SLO r ;~~ Grt~t\s~ aAffL~ OET :\IL N,T,S. I. 6" 19" GREASE BAF Fl..E TO BE 1/4" THICK ALUMINUM N/STAINLESS STEEL ANCHORS I j . "1 \1 , '.it , , , \ '.. ~,., " ,.""," \ ','i JOn{ . rQ' . ...,:, ,,\,'.'~, r: .1 " 1;';', ,:'., l;-~l \ ".: . 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"">' ~ "Iii -1>;;' ~ "'ll .~ ~ ~rl --------1':.~~......--- -t' NE'II RE rE~rnON :\~~;:;A Icl;.> f:L. 4.5 . ,BOT. EL. :}.O t~ ;1,;., ,;;t1j l [~~I} ,.",~nO ' '" VI< Z) . '<) \) f'B~a \~w : "t.0~~ . J)O/j o~" e~ '~~,~ '<n~:: ;/V~ ~ '",.~. ?:\ r,,~ (9 ~ ,o~~. ,>fitDA~ " ~' 'e~ ~Jr ::', ZQ()/j :"(O~ ~ie~ ,,' f1 \po t.ibAJ . :;~., .f9~~ '."~I:'; \ -. .: <> ~r ... eXS'11 ,.:;, R'1 <;;..;:) i:' ~) WD >.i'\0 Aj :;~~' 6t~ ::~\pn. '.. \1b Aj ,;', '~ ( \" ,,",;,",\~,t ~i .~;~')~~ i --'.'-- 'l~~,~rrri\.., - .J'.' :$ > ".:"'11,"71 __ I ;{ ~ ~~~':al\\~' ,i"'8.'~ ~~:.",\ i .~ I . j '\ .' '\.'.u..>~ ~l'~ O"":,'C,,,,:, ....~,.< _ ,,<; ..: ,,:.,, Y"fr-!'- --, i '-;~" It 1-iJ,~.~." . I ~' '\'1"" '. It-I \":,~ '11-11;; ',;'1"~ :~ ill \/lSlliII~l~r~{ ~rl~Ii\1'l(}LE f~'()lt l{.()l\D\Vl\Y r rl~\f~~f~I (~ L\ND~CAPE SCllEDfJLE I SYMBOL r QUAN r. COMMON NAME HEIGHT /SIZE/NOTES ~ ST -A 2 SOUTHERN MAGNOLIA 10' MIN. H, 2-1/2" CALIPER (MAGNOLIA Gr~ANDIFLORA) 30-45' SPACING ~ OT-A 10 8' MIN. ~4~ CREPE MYRTLE H, 2" CALIPER (lAGERSTROEMIA INDICA) 15-20' SPACING @ 10 SPANISH CHERRY 10' MIN, H, 2-1/2" CALI PER (MIMUSOPS ELG~GI) 15-20' SPACING - ~ ,..:...:; '\ 1 1 WASHINGTONlt.,N PALM 10' MIN, H, 2-1/2" CALIPER (WASHINGTONIA ROBUSTA) 15-20' SPACING r:~'\ OLEANDER 5 GAL., 21" O.C, \ ' J 6 (NERIUM OLEANDER) "','n'~ 0 SH-A 38 CHINESE HIBISCUS 2' MIN.H, 3 GAL,. 36" O.C. I 1 300 INDIAN HAWTHORNE (r~APHIOLEPIS INDICA) 3 GAL., 18" O.C. r~~~~~ 300 YELLOW lANTANA (LANTANA CAMERA) 1 GAL., 12" O.C. 2 EXISTING CABAGE PALM SIZE AS INDICA TED (TO BE SAVED) ~\~~ c~ ~@(t~ VIBURNUM HEDGE TREES = ST -A & ST-B ORNAMENTAL Tf~EE= OT -A & OT-B SHRUBS = SH-A, SH.-B GROUNDCOVER = GC-A, GC-B, GC-C - r u /f ,"'''' ,,, ~i st;:\l;:: 1 '.::1 1)1 I) 10 5 ~~ '. ..... 1. .) ( -.. ~,' t) r) r} c.::JI ~ ~1.~ ! .( .) 'J :.-- t~ ~ tw1l r) ~ ..~~ ~ ~ .:\ .#\ .4 tl 'L ~ _::a 'J~( .( ..w1l ~ ;( ( ~ '(0 !1. ) ,'~ '>ij -.I .)~ ':) :.-- .( .4 '..\ ~ I~ "\'L 'L "t -'" ..::a ~ ,t .. ( -' .. ~ .-II .... ,( ~, ;4 ( r) ~ '"", 1 ~ t.:J ....... > " ~, .) i_\ ) ,> ::J f.i\ 'J ;.... fa\ ........... 1.. ::) .-\ ~. 'i' i,' ~. 'L . -,~ ~ ,( 1. ~O -~ "J r .( - ..... ~~ -.I ~ r) ~ · ..J ~ ~ ~ 1, ~, fi _::a .( . ( t.:J -.I d~ .. ,( ) > :J} -.I -J ~ ....... .( 2: ....~ ,) - "'J .) "'J I .., : I ~U:S 1;')ll1lil.: 0201 !Jr~l':.ll 3:/: 1.3. I : I ,;it:3~~~.j 3:/: J.'I.1. 1~1U;} Oat;}: .{;J'/isifJ.,S: i No. Dote k -- ------ " it 10 2.3 02 I, ~ 1 2 1 6 02 H6 / f, ~ / / ,~ : _6 1.6 ID 6 D ".D / / 1..6 '6 / / 1):3/1 =3/02 i: -' Description PER CITY PER CITY 1~' ,_!- '.~~~, I . ~.o OfSIGW!JE'/Elr)PME~. r o PERMI TflW3 Ii 31!J!JIW3 ! 0 COW3 n~lJl; 11m. DI)I;IJMEN r$,. ~~.~..;...--;. '..... 4~' ,~~........1L':' 'I , ~~ \' " I I ~ '-"~ rlI) & ~ , .IJ .:~ i' _:......Jo.. " r~ r,.;.... I' 'p I' ,------,-:II "j" ,.l) i ~ <<:J It) ",,,",-~J1 I: t'- ~~.J -.;,.1 \") II ......~--- ~ \") II -r ::> -r( ,c.:...-I i ~ .....a-~. ~ ~~ 0 ",f) '~ 0 --.JO ~ ~ ~J ~ rJ cJ W ......J !'l .I , ~ ~ ,<( ..~ ..( ... ,.~ i!: '_J c) ~ ~ r..... .. .. If) -7 :r: ';< r) ~ t ..:J 5 <"i --.JO ~ --'-~ ~ 00 ~ ~ US ....,..,t Ii , lj) <r"' ~ '9 ......J -----.II <r"' lJ - > , ,. ., I, . I' I: 'I If :I I: II lO -~,~- .~ __~~ " ':"L.-. TIllS DRAWING IS fIN INSTR\.J:.IE~T OF SERVICE fiNO SHNJ.. RE,wt./'n~Ei ~~I,RT'( or THE ENGINEER; AND SHALL NOT,8E RlYROOUC;EO, PUBUS!!(O OR USED IN 1m NAY MTIlOOT I' THE CON...ENT OF THE [tl(;INwt (ldCOPYRIGHT' 2001, ~~OT PUeUSHlD b .: '. i' '. . 'Y/ > : ,.;i" 1\ , f2 "..,. .' " ,.1~"", q r, "iII"'l> , : I:. ,', <".\ :'," ,~..,.', ',", i~' "', 1!,IC l.... 1..:. "I), III', , '", ,',-I" t., --",j. L ' I , " ~ J -';''',1..\~:.'\..t.'i .." - r_-:',;f;-..I~ ,",' I .' :~ , ".:..-',,-~......,".. ~" ~' >, , P~.\:A ~~:\<<liJ'i J.!?~.JO..' ~, ffj Hili' ' COPIES OF 'n~E:;~; RiJ~~:~oi\'^DQ UNLESS EMBOSSE.D \'IIm \~;E<f',?:I(;~~J;r:lG~.l,t,R:S SE/lL. f r?~'/t ,......., \ti'l:'~ r.!~ " ,,"' jo>" Y, " ~~i~.:~'r" " - I 'll:.,: ~~\. J l~'~ ~ -;1 _.~.............=- ('\J ("~ o ('.J l'\.J 1'1 l",j U) ID ~~ ('.J l~.J ...., U o (lJ ~ f- U'I $ U U U..J 0... (f) o z:: -1: ......J ....... ~ ("~ t">.J o ....... ru o o (~.J ....... tIl -<J U t1J r, CI C- o... ....... V1 '-I' C ..... ~ <U L- o ....... (J "~ -~ r-' ~ n. ....... -~ 4.J C V1 a.J z:: ....... ...... I' i HABITAT MANAGEMENT AND LANDSCAPING PERMITS: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOr~ THE DEVELOPMENT OF !HIS PROJECT. APPLICATION SHOULD NOT BE MADE UNfll FINAL ADMINISTRAflVE APpr~OVAL HAS BEEN GRANTED, a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUSf BE SUBMIITED TO fHIS DEPARTMENT IN or~DEr~ fO PROCESS fHE PERMIT. b. ALL EXOTIC SPECIES, I.E" BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSAr~Y DUE TO THEIR PROXIMlfY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE r~EQUIRED, SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSIAN IS CREATED, !HE AREA MUSf BE RESTABILlZED WlfH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRAflVE APPROVAL (FAA) HAS BEEN GRANTED, A BARr~ICADE INSPECTION CAN BE SCHEDULED, WHEN !HE BARRICADES HAVE BEEN APpr~OVED fHE PERMIT CAN BE fYPED AND r~ElEASED, TREE PROTECTION AND PRESERVATION: TREE BARr~ICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1, TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE r~EQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED pr~IOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCAIION OR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2, ALL DESlr~ABLE TREES MUST BE RETAINED WHEREVER POSSABLE, IT WILL BE REQUIRED THAT PROPOSED IMPr~OVEMENTS (i,e, BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC,) BE ADJUSTED TO RETAIN DESIRABLE TREES. Gr~ADE CHANGES MUST BE SENSIfIVE TO TREES REMAINING. IN GENEr~AL, NO GRADE CHANGES SHOULD occur~ WITHIN THE CANOPY Dr~IP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HAr~DWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WlfHIN A MINIMUM FIVE (5) FOOf BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVEr~. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINlfY AS VEHICULAr~ USE AREAS IN ORDER TO Br~EAK THE MONOfONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WlfHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTf~A TES THE USE OF A LOW VOLUME Ir~r~IGAflON SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLEr~ANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSAr~Y) AND THE pr~ACfICAL USE OF TURF. .3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAIU~OAD fIES, or~ OfHEf~ SUlfABlE BAr~RIER, I WHERE POSSIBLE, THE AI~EA BETWEEN THE BAf~RIEr~ AND LANDSCAPE MATERIAL SHOULD REMAIN AS Gr~EENSPACE. 4, LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILlff LI~~ES MW ANY OTHER OBSTf~UCTIONS fHAT MAY IMPAlr~ N;\TURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLlCf WITH pr~OPOSED OR EXISIING UlILlfY LINES or~ STRUCfURES, EASE- MENTS OR OTHER Ar~EAS WHICH MAY REQUIRE EXCAVAIION IN THE E'JENT OF SYSTEM FAILURE. THESE FEATUI~ES SUCH AS THE WATER LINES MUST r~EMAIN OUTSIDE THE 5' X 10' PLANTER Af~EA. 6, SOILS WITHIN PLANTEr~ BEDS MUST BE SUITABLE FOr~ PROPOSED PLANTED MATEr~IAL WITH REGAf~DS TO pH, SOIL TEXTur~E, SOIL STRUCTURE, AND SEASONAL HIGH WATEr~ TABLE. 7. ALL LANDSCAPE MA TEr~IAL MUS r BE FLor~IDA GRADE # 1 OR BEITER, 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUSf BE 21" HIGH AT !HE TIME OF rLANfING, PLANTED AT 30" ON CENTER, AND BE MAINfAINED AT A MINIMUM OF .3' IN HEIG~H. 10. WHERE LANDSCAPE OR REPLANT TREES ARE pr~OPOSED fO BE PLANTED IN THE PEr~IMETER BUFFER, THE BUFFER MUSf BE A MINIMUM OF 5' WIDE, Ir~r~IGATION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF Ir~RIGAflON WATER. !HE DISf- RI8UTlON SYSTEM For~ IRRIGATION MUST NOT BE CONNECTED TO COUNff or~ MUNICIPAL WAfER SOURCES, UNLESS IT CAN BE DEMON- STf~ATED THAT THESE sour~CES ARE NOT AVAILABLE, 2. IRr~IGATlON SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAECfORY HEADS OR SOAKER HOSES fO PROVIDE OIRECf AP- PLICATION ,-\ND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRr~IGATlON, SUCH AS PAVED AREAS WILL NOT BE ACCEPTAf3LE. HIGH IRRIGATION NEED Ar~EAS MUST NOT OVEr~SPRAY LOW NEED AREAS. .3. HIGH WATEr~ DEMAND LANDSCAPE Ar~EAS SUCH AS Tur~F MUST BE SEr~VED BY A SEPAr~ATE Ir~r~IGATION ZONE fHAN LOW WATEr~ NEED PLANTER BEDS, or~ MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGEfATlON AREA BE MORE fHAN 50' FROM A WATEr~ SUPPLY HOSE BIBB. 1. AUTOMATIC Ir~RIGAT10N SYSTEMS MUSf BE OPERATED BY AN IRRI- GATION SYSTEMS MUSf BE OPEr~ATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENflAflNG BEfWEEN fHE SCHEDULES OF HIGH AND LOW WATER DEMAND Ar~EAS. CONmOLLERS MUST HAVE MULTIPLE CYCLE START CAPAClfY AND A FLEXIBLE CALENDAr~ PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATEr~ MANAGEMENT DISTRICT IMPOSED REsmICTIONS, 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE or~ SWITCH WHICH Will OVERr~IDE fHE IRr~IGA liON CYCLE OF THE SPRINKLEr~ SYSTEM WHEN ADEQUATE RAINFALL HAS occur~r~ED. ~-- IRRIGATION NOTES (CONTINUED) THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRr~l- GA TlON SYSfEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK fO ACTIVATE ZONES, ,3. SPRINKLER HEADS COMPATIBLE WlfH THE fYPE OF PLANTING. 4. ELEcmlC VALVES, 5. GAUGE 14 UF COPPER WIRE, 6. FIBERGLASS OR PLASflC ZONE VALVE BOXES, WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEvES 1 B" BELOW GRADE, MATEr~IALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSfEM fO THE OWNER FOR APPROVAL PRIOR fO INSfALLAIION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACfOR FOR ONE YEAR FROM THE DATE OF ACCEPfANCE BY !HE ARCHITECf/ ENGINEER, ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WlfH NON-POfABLE WATEr~ SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI SfANDARD PLUMBING CODE, CHAPTER VI CRITEr~IA REFERENCE COLOR CODING OF ABOVE GRADE r~\SEf~ PIPING A~D LABEL/TAGGING OF OUTLETS AS NON-POfABLE WATER SUPPLY, 1.~~~"'~~:-~I-~-~7-\\- ~~ ~t-( . [. ,.t.: '_'~ ~ ~'l r} ~,J . ~~. ..?'~ 'r7t '> ' " ~ ('J 'J , . J~d' <tl' ~; : 1 , . . {\ ij.., ~ " !\, ~ :.\ ~, :~,\;4 !} I' .. ~ j ~~ i' iJl ';"<'<1"1 \J) ~ ~f~ 'I' 1',,',', J >..::11 , '\",,'1",'" .' 'J , ~ ;,:L:,C.... ~~ _. / ~ 'Ji;' ~'D"~ (.L (i/I,:' l .~~ ~;.j ~ !'y/ .~t ~~ ~i I ,i" ;,;I'~ r) ~ ~ t', , ' ' \.~ ~ ~ f .t(:.....:L.....:.. ~ ..... I t{ "~',,' ';)1 \ ') > ~,;.!" '): ~\ ~ -'J;C"~lii;.a.'~.....~-'_~..-.M.._'ft"...: I ~,J "t\ ",,' ~I ...._i~:,'..,,~ /;',:' ;. -.' '>""';'a:~'- ~;"I, I,";' :, ,J ,( -Y ',_:-;" :.'t'; ':t~. 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"I .';::, ,,', " ,,,",- :..~.,;,~-'...:..,'-"-,,-; -rR E E &,~) I.-j R lJ B P LAN -r I N G 0 E -r A I L S C RGNN Sf'f,~ t N01E AlL lRE.E STAKES AND SUPPORT 'VIRES \V1LL BE REMOVED AF1ER 1 COMPLE1E GROWING SEASON .3" Minimum Mulch ~ "" J: ~ ~ o ~ 3" Soil Soucer 6" Min, Remove Contoiner From Rootboll Plontin9 Soil Mixture Existin'j Soil ~ N.T.S SHRUB PLANTING DETAIL ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE Alr~ TOXICS SECflON OF THE COUNfY DEPARTMENf OF ENVIRONMENfAL MANAGEMENf PRIOR fO ANY DEMOLITION OF BUILDINGS, N T S N01E: ALL 1REE STAl<.ES AND SUPPORT \VIRES '','ILL BE REMOVED AFTE.R 1 COMPLETE GROWING SEASON CROWN SPf<UID For Cab.)age f-'alm Installation: -" :~in NI Fronds at Time of Di9gin9 ond Plonting rOf 'Hashington Palm Installation' Leave inside rOil of (rands '~e up Nith bi<><lt'~radoble tNine For Cabbage Palms: NI Trun~ s to be Smoolh and All Bur n lAor~s Bru~!;ed AII'J'f FOf Washington Palms: Leo.,e 011 boots on trunk XERISCAPING 1. ORGANIC MULCHES AND/or~ DROUGHT TOLERANT GROUNDCOVERS WITHIN PPOPOSED LANDSCAPE PLANTER BEDS. ~:. Dr~OUGHT AND COLD TOLERANf PLANT MATEr~IAL. !'. Gr~OUPING OR ZONING Pu\NT MATERIAL BASE ON SIMILAr~ WATEr~ fEQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WA TEf~ING SYSTEMS. 4. THE USE OF SOIL TESflNG TO IDENTIFY SOIL CONDITIONS NECES- SAr~Y For~ rHE CONflNUED SUrNIVAL OF PROPOSED LANDSCAPING. :\, ORGANIC SOIL ;\MENDMENfS (SUCH AS TOP SOilS, MANUr~E'S, PEAT f :,:~j COMPOSTED MATEr~IALS) MIXED EXISflNG SOILS WlfHIN LAND- C\PING PLANTER BEDS TO DEPfHS CONSISTENT WITH THE r~OOT DEPfH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARr~ANT THESE AMENDMENTS). 6, fHE PRESERVATION AND INCORPOr~ATION OF EXISflNG PLANf COMMUNITIES ON SITE INfO THE LANDSCAPE PLAN. [IH!l~ Oa to}: 0:31' 3/02' ~~~e;~;~'r~~:: p ~:s~ ~~~i: n-~ _-'-L_ _I / / N01E ALL 1REE STAKES AND SUPPORT WIRES WILL BE RWOVED AF1E.R 1 COMPLE.TE GROWING SEASON, - ~ Rell1o.,e !kod ond Injured IF, ~~' T'",igs. Trim No Leaders, rr '" Retain Nat'.Jrol Shope, -, ~ 3/." - 2 P~ Reinforced ______ Rubt.er or Plostlc Hose 'r:"~ 'M1ite S~r'o'eyor'!l Tagginq I \ Tope, 6 Length O=- ~ J - 12 Guaqe GalvfJnizad Wire! Spaced 1 20 ~ound TI ee on.j Set At A4S'Angle With J- , &8 Duckbill AIKhors Or Equal I~emo'e ofter one grO'lIing se050n - -'- ~ MOI.Jnd To FOlm Saucer .~ - 3" '.linimul11 '.lulch Loyer flEE'-' \2 Relnove Burlap From j - _ ~ Around Top Of Boll ~~ _~ "'\ ~ "Planting Sod '.l"lure f 20 LiJ) els Burlap Pad at Supp0<1 Contad - No Nails in tl68 'Nood ~ ,-' W J: .~ ..- .c. lJ' ii I .So C ~ .... I- 'Nire Tie ~ o 2" x ." Broce (Yellow Pine) Space 11'I!e at 121.f Typical Rell1o,<e after one gro'",in'1 season, 2" x .' StQ~e (Yelloll ':';l1e) Thl ee reet Long Remo,<e after one l' o'",in'1 seoson [ Saucer Rim '\ Finish GfO~ -L- )" l.1inimum IAukh Rootboll, 16" Minimum Radius Frol" Trunk .... o 1) (j _ 'Hoshed- in OM Tamped Plonting Soil l.1i. tUI e _____ Existing Soil Plovide 0 rni ni IT.Jm 5' x 1 0' unobstructed plr. nting area 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUDH IRRIGATION, N,T,S PALM STAKING & PLANTING DETAIL ~3, LOW-MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. !HE ROOT MASS FORM OF EACH TREE pr~OPOSED FOR INST.A.LL-\f10N SHALL BE BALLED OR BUr~LAPPED, BAr~E r~OOT mEES ARE NOT AC- CEPfABLE, ALL NON BIODEGRADABLE WRAPPINGS WILL BE r~EMOVED AND Bur~LAP WILL BE FOLDED DOWN fO ENH^NCE WATEr~ ^Bsor~rnON, IF WIRE BASKETS Ar~E USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRSf FEW r~ows OF EACH BASKET WILL BE REMOVED AT THE liME OF INSTALLAflON, 2, SUPPORTING APPARA rus SHALL BE REMOVED AFTEr~ 1 COMPLETE Gr~OWING SEASON. ALSO THE FLEXIBLE AHACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS fO PREVENT CAMBIAL DAMAGE. 3. PLANflNG HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPED (NOf COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THN~ THE DIAMETEr~ OF THE r~oor BALL. Tr~n:s SHALL BE INSrALLED SUCH THAT THE TOP OF THE r~OOT MASS IS LEYEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED .3 - 5 INCHES ABOVE GRAfJF ON SITES CONTAINING CLAY A ? - :3 INCH LAYEr~ OF ORGANIC MULCH MUSf ALSO BE PLACED OVEr~ THE ENflRE SURFACE BE PLACED OVEr~ THE EN TIRE SUr~FACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECflON MULCH SHOULD BE PULLED BACK A FEW INCHES Fr~OM THE BASE OF EACH TREE. 1. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENfS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTUr~E nmOUGHOUT THE ENm~E SECflON OF EACH PLANTEr~ AI~EA fO A DEPfH CONSISTENT WITH THE ROOT DEVELOPMBH OF PROPOSED PLANf MATERIAL. 5. PLANTEr~S ADJACENT fO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAf LlMEr~OCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER fHE SURFACE INfO !HE PLANTING AREAS. 6. THE PRACIICE OF mEE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONfO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTEr~NATIONAL SOCIEfY OF Ar~BORICULTUr~Al. l. PLEASE NOTE THAT !HE USE OF FERTILllEr~S DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLlCAflON OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS r~OOT Gr~OWnl THE LANDSCAPE BUFFER smlP MUSf BE CONSTRUCTED SUlfABLE FOR PLANT MATERIAL INSfALLATION. ~ \.. 'Io........~~_______ TREE STAKING & PLAN riNG DETAIL ~~~~~ "~ N.T S 0') r) .> .." I ~, .) 'J !l t- 1- ( ,., ~-. ~.., __a ;'- ~ ~J ( ." ~<., -8 :.J ,.' i ~1, [(, ,~ ~(f) ~ :i ~ ~ ( ~"f J ~r. ) 3~ J -.\ ~ ~ ' ~1 .j :l 'J .. 0201 I,~, '.'/.1, ~... ':~-::-;:---, I,.........~...:~....J....;:"~.J:.....~~~~~ t ~ oeSI(j;4It)f/flr}i>~t'~tt r - . , 0 ;If;~~~1 r mtrJ ,13100HUJ : 0 ';O;t~f;{IJ'~'ll)" tltJ1;IJI'AfiH5 "'=~";~~'1' r _."'~~--.:.. ..~--~- i ! r ~'f) k ~ .d ~ h~ ~--'--'--' i ~,<~ f , "..... r F I' ~~ ~ i~ _...:,-".1 I i ,;(J ~ r~ I" .') f .~; ,"J ~ i ~L ~ t '_,...:~ f", ,~ .:.J j' ,,--'-I f,' ~ t ~' ,~j.; 1/1') ,~~, ~ ~ , I '." ,,\', "boo.," .. .:.J " ",. ~ '.L~I ~) "';".,~' """",,cJl .~~ ~~-I ~s: ~ fJ ,----.' t ! i !, ~ _~,:-~,,,-~:1 -rREE BARRICADE o E -r A I L_ S f~~ ~ v-~ c'-~ - l'-I ~~ \~ 0-1 LV 1_ ~,~?~~ \~ ,~ /f~_ ~ s--,,~; I t. ~ i' I ! ~ t!J f ,<~ [ 'l)' i,' . , ! if) r r") I~ ~...iL",,", ~/ --=--a ...-:i ~ ..-_J ,~ ..-_:il () LLI .., , .i.- ::..1 'I) ~, ~;~J f' f ~ [, , 6' - 8' .--1 I 1" X 4" Hor iO,n\JI ,"Iood Mernbers or Appro,<ed Subst<tute \ ..- 2" x 2" \ V>!lrticol ',Hood Slok~ 4'L I _' .-J c1 -./ --' <",,. ,~ If) ---I Full Dripline Bar rie'~ Placed ':It Protedi'<e R'JdiIJS . 8 8 . . 2/3rd'9 dripline for hordllood9 (6'min) full dripline for pines (6'rnin) WOOD FENCE 'I ~~ TREE BARRI CADE DEl/\II_ t i' '>} t ; .' 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CHECKED BY: R.D. I JOB if. ] 157 -01 DATE: 09/17/02 1 7 , ... J , -( I I I 11' .0" 110'-8'1 I 1'-0" 11'-0" 1'-Qi 11'.0" 11'.0" :1'-0" I 11'.4" I l' l' I 1 ; l' l' 1- I , I I I I I I I I I I I I I I I I I ,/ I ~ '" i ! i 11' -4'1 - ( e~ev, - 0 1------1 I I I I I I I I I I --LL h _._~-_. ----...---- ------ -- .,-- ..... -,-~---"- In -( I i I I I n~v. 1 I I ~ i1'-Oii o 1------1 I I I I I I I I I I I~~ 'I 0 1------1 I I I I I I I I I I I I ,- ~J-----I -1 - ,- r:r= 1 ~1 e~ev, f~2V, - - I I 0 1------1 I I I I I I I I I I --LL__ h ----------- -- -"--"--'-- -In ~ i---~ - 1----- 1----- I----~ f--- 1----- f-- r---- r-- --- u r~ll\ e~ev, - P r- q 1 I I I I I - I I I I I h I ,- In ~' o 1------1 I I I I I I I I I I --LL.__.____..._~ , +-1 I n--n c~ e~ev, ei/~ \/, ~ - - I I r- 0 1------1 1 I I I I I I I I I I I I I I I --Lj __.. 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I JOB # ] 157 -01 DATE: 09/17/02 1 1 ~,~'E~,crf'~T,o N' 0'~" .!l..Ii, 'I FCM 4"x1" (NO 10) .-l 1-.01)' - 0 N I - ~ W -.J ~ 0 Ul ......... I 0 20 40 I ~ 10 /' o o 11 (.11 ....J > 'q :E LO T 13 BAYSIDE SUBDIVISION No.2 (P.B. 27, PGS. 32 8< 33) .j .j r;1 , (>) > " '1) 'J .J SPKND PLS 5052 DATE: ~ F ]No:] [iEVISIONS 1 BY: B9 "'I~,O~VNSFIJ[I.D N 01 o . .---- ~. 18.00' 29 S,OU"'I~F19 l~p~N:GE O"'J'~ , ,~ CLEp\..I~vV p\.....I~El{9 l)INELL~~S ,C,O U N"'IPY9 l~~L,Ol~IJl)'p\.. 99lSLAND - -- - ft 10' DRA!NAGE AND/OR "" I UTI~ITY EASE:MENT rl.OI)' 17.00" 17.00' -f -- LOf 2 L 0 T1- I 1 r" E' ~ '~~~ "'1','~ C"j["'l'~'Y' '," . ~ /."". ;, . OJ ' r, \.J ' 9 '. , ~]r\O'YVN~lONj(ES99 If->>]ftELlNIIN Alft Y 8r~IGH r'a'/;\rEr~ or~I'IE 50' RIGHT-OF-WAY 25' ASPHALT PAVEMENT /2' CONC. GUTTER .T N39" 021Wii: mo.OO'(P) "" 17.00' 17.00' z o o s; o (Jl ~ .....J ~ ~ ~ LO f 1 ::> :f ~J:J "1 (D ::> .f:>- (D tv 18.00' (../ LO f ...5 17.00' 17.00' 1~7 .00' LOT 5 LO f 6 '../ "CJ "-' 17.00' 17.00' '~a!)" 02111'1't 1'12.00'-':'; GOMMON ;~HEA ,,0 15 sa'P14'50l'W H]O.05'(P) IN i\TEr~VI A '( 1-) ItELIJ.'IIli'[ s~ltY l.)Ls~'l' '014' ;)lSLs~i'[.D '1'0 "f i'r.fl0J.'II~sa <'5?O B;.\'('/I;.\'( BOULE V AHD CLEAHVI ;'\TE,~, FLO,~ID;'\ ~ CURB INLE T o RiM EL.=4,2.3 17.00'1 , ~ 1300'~\k~~o 4:~t - - ~:1-.00' 17.00' 17.00' LOT 'r Lor a Ul o fJ') s; 0 0 010 0 ....j ~ " - ~ (..11 1O.f:>- 0 ....J (1:2:2 >- [T1::> (~ lD ~JJ III ..f:>. "1 . ::> ~ (D .j t'-J :"'J '.9 " 1:J '.J' LOT 17 GAYSIDE SUBDIVISION No.2 (P .G. 27, PGS. 32 8< 33) LO f ') LOT , 17.00' 17.00' 18.00' 17.00' '-' '../ '../ _C;- I" ., -,L- ' SPKND~ PLS 5052 1.3' CONC. SEAWALL ~~LEli'[ t~.t; 0'l's~(Jll SUit VE'Yli'[(]) fi'r(~. 1 0 ,', L ~ M 0 i'J S T r~ E E T ~ AS T T A r~ P 0 N S PHI N G S , F L 0 r~ I D A :3 4 ~3 a 9 OFFICE: 727~9:34~4a3a FAX: 727~9:34~7659 PHOF~SS IONAL SUHV~,(OI~S MH) MAPP~HS LB 6923 ]f)) L A rl[l LEGEND: FCM FIR FCIR FIP FPIP PC PCP PG PB (P) (M) (F) (R) (C) FND PSM PLS LB EL. CONC. SCIR ..I o SPKND = FOUND CONCRETE MONUMENT = FOUND IRON ROD = FOUND CAPPED IRON ROD = FOUND IRON PIPE = FOUND PINCHED IRON PIPE = POINT OF CURVATURE = PERMANENT CONTROL POINT = PAGE = PLAT BOOK = PLA T = MEASURED = FIELD = RADIAL = CALCULATED = FOUND = PROFESSIONAL SURVEYOR AND MAPPER = PROFESSIONAL LAND SURVEYOR = LICENSED BUSINESS = ELEVATION = CONCRETE = SET CAPPED IRON ROD = DENOTES FOUND CONCRETE MONUMENT = DENOTES SET CAPPED IRON ROD = DENOTES SET PAKER KALON NAIL AND DISK LEGAL DESCRIPTION: A P Af~ C E L 0 F LAN D L Y I N GIN S E C T ION a, TOW N S HIP 2 'J, SOU T H , RANGE 15 EAST, PINELLAS GOUNTY" FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LOTS 14. 15 AND 16 OF "BAYSIDE SUBDIVISION No, 2", ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27. PAGES 32-33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, CONTAINING 0,470 ACRES MORE OR LESS, NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOTS 14. 15 & 16, ACCORDING TO THE MAP DR PLAT THEREOF. HAVING A BEARING OF NORTH 89002'11 n EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N,G,V,D. DATUM OF 1929 MEAN SEA LEVEL = 0.00. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4, BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No, 155. STAMPED LP15 USCE 1968. BRASS DISK IN CONCRETE. ELEVATION = 4.981 5. FLOOD ZONE INFORMATION: COMMUNITY PANEL No,: FLOOD ZONE: REVISED MAP DATE: 125096 0007 D ZONE AE (EL. =11 ) AUGUST 19. 1991 ..I ", (" ~l," ?'-""-"'. ','.1> '''.' ~" (-,..." \~ ~,"~ ~ ,,-' t k_ . "t: " b'\~' ~i ", ,;' ,."'"'''''''' \ \ \, I.. r , . , :. .<' .:\ l( I' ' ;. ,), ' ~~~...... L~" 'ii" ", ;, " . - -~-\..~/ ...:'~.,:. I'~.", ", "(' ',,\\ ". :~;::')'~:\'frl;'.TI:0"'t/. f j~f -\' ;~ ~ . ,'- ,.,' '., ~, l, t~~ " ""'~ ,~',.. ... 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