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Handouts_Regular_Tab 14_05/10/2007 (2)
• s~:AroivT~: ~uvA -- - - - LOCATED IN THE --- - - VILLAGE OF TEQUESTA (MARTIN COUNTY, FLORIDA) WA1ER, SEWER, PAVING AND DRAINAGE CONS I RUCT ION PLANS LOCATION MAP ~ ~Vti s ~ s 9e ~~eatal ~'; 'y ti u"~tt~r ~ ~ INDEX O F SHEETS ~ rrna ~ N ~~ ~ ~~ ~ SHEET N0. DESCRIPTION Q ~~ "1 ~ 1 ~,, ~ ~, ~ '~ ~ J COVER SHEET ~' vpit¢r 548° ~ ~~ ~, r,ron,t l~lowftrg Rocks 2 DEMO. & TEMP. UTILITY PLAN a~" ~J~P,a>• AuonN~e ao~~a t oe.ad ~'° 3 4 PHASING PLAN PROJECT KEY SHE ; _ ~g~ 5I ~ ~ ET ' N ~.' } , ~ 5-8 PAVING AND DRAINAGE PLAN $; A ~I' ~ ~ ~ i 9-11 PAVING AND DRAINAGE DETAILS ~ ~~, ,~I~,~,~ `t ~ 12-15 WATER AND SEWER PLAN ~,\ n u D h ~ ~ R ~ ~ .~ ~' o. ~~ ~ ~ 16.18 19 WATER AND SEWER DETAILS LIFT STATION DETAIL S ~ ~ Co uri Li ' I Rd HEET ~ y na _ ~ 61~ttrn ~ ~ ~ ~ 1 Pd(AI~~Onctr ~~ h' ~ o ' ~ __ ~ t p ~ i ~ ~ acaeolel Pl m '! : , ' 4 ;, . P~ienN to ~ ~ ~- ~ i PetehlYTrIMV ,y sibgrRdN ~ L _ . y, ~ i y W ada ld 4' t SEC TION 19, TOWNSHIP 40 SOUTH, RANGE 43 EAST (MARTIN COUNTY, FLORIDA) PREPARED FOR: JUPITER POINTE MARINA, INC. 18745 SE FEDERAL HIGHWAY TEQUESTA, FL 33469 561-743-0014 AUGUST 2006 REVISED :JANUARY 2007 PREPARED BY: SOUTHERN DESIGN GROUP, INC. 609 NORTH HEPBURN AVENUE, SUITE 204 JUPITER, FLORIDA 33458 561.143.0501 EB#5142 ~~ ' ~~~~_I Cv~t"i ~'_.' h7AY Q ~ 2007 SEAPOI;VTE AIARI~A ~~Y `-'~~ JOB N0.0501U -- SHEET 1 OF 19 ~1t FPL ~a---,~ ~~-m _ RAD L-mL-rv- ~~rrL ,vim FP-` Evi. ` - - iPL ;"'TC m rTM ~" - ~" - m - m - sY - j" - ery - m - 3M ~ E%STINC FENCE TO BE REM04ED 11111~~~~ _ WAIE0.-WRIER ` _ J A I t ~ Wnrca \~R I ~ ~ I PROPOSED CONSTRUCTON W1,P~ ` } 1 ~ L _ ~ FENCE /SILT BARRIER I W EATSTINC BUILDING ~ ALL WORK WITHIN 2D' M.H.W. BUFFER IS BY OTHERS TO BE.flEMOYED ALL WORK WITHIN 2D' M.N.W. DUFFER IS BY OTHERS. ~ ~ SERVICE CENTER B ANY REMOVAL OR REPLACEMENT OF E%. BULKHEADS ~~ \ I ~' FFE=6,43 I SHALL BE DY OTHERS a ~ ~ '; 1 ~j~y~~~\ I ~ __ - _ , ,._ . , '~ i i - PROPERtt LINE / O m \ $W _ r `~~C' ~ ~ ~~ EX1snNC coNC ~ I I ~ _ m 1 1 ` ,11 6 s` PARK7NC LDr I ~ : ~'" J ~ ~ y _ 4~~E%ISTING CONCRETE PARKING TD BE _ ~ ~_ µ ~~ _, l 1 ~ ~ Q ~ ~ REMOVED UPs~~~HleSE-fINE~{T'PP^,'}~ s'" x ~ - - ~~ 1 / ~/ 1 ~ /~ 6AN ~-SAN ~- ~ ~~ -- I 1 m /t~IPI-~ PROPOSED 2" SCHEDULE W SOLVENT WELD PVC I ~~"-~~ ~ o tyU ~'' ~ fM (FN TO HAV£ MINIMUM 38' C04EIj~yISINO L ~' ~ROPOSEDCRADES REFER TO PkD 5) B ~ F ~ _ _~ m t , 4 ~ ~ ~m ttt---~~I ~r 1 1 , , , /~ ~ -"lJ~ ~~~u ~ esr-ssr- RESIDENCE ~ 1S(ro 1 W ~ fff~~~ IILJJJ. J---JJJ FFE-6 a3 777"'"'ti' 1 - ~~, PROPOSED PRIVATE LIFT 3TAt10N, `J ~~~ E f ~ RESIDENCE E STING HOU~~ 1 im \\I UFORC£'MAIN AND TEMP GRAVITY V', V C-.~ FFE 4:52 REZ~-s'I -~`A~=_~W- BE REMOVID t ~ " \N ~ EkISTING BONG SEWEH TO BE INSTALLED IN PHASE I L` t ` 1 1 PROPOSED GONSiRUCItON \ PARKING L01 (REFER TO SHEET 17 OF 17 FOR E%IS11NG HOUSE I .s 11 ~~`- -~asE /-s1Lr eA~aIE~- - - - ~~- - - -oetAltsl - - 3y-qc-REMOVm _ `~ - ! ~ - _. ~ - - - - - ww I ~, `N 1 - _ -. - ,_„ - - ~ \~ _ _ __ _ - _ t ` -~ BUttllINC SHALL.. E COORDINA..... ATH 7aFiEASTAU NAALR ~~ _ - ~~~stM-s -~-s Wiuy-srv 1 ~~ o as - - - - - -- - u CIEARANf~S ANp. SEAPRAllpiS D T VOID NNCTS. ~I ` 1 - -., . -maw.. .~ ..~, =Tis _ -. _ . @--~ .a€el-_fliEeL---E¢@na.~ ~- ~ ~ .._ = ~ - - - _ -.-_ - - _ f~c~€2k- _ _ ` _. ~ . . - ~ ~ . _ _ . .. - - -` ` - ~ cxro=--cAr~ _.~v`-= cats=.--cAq?= - ~--. _ - - - ~ _ - ._._ - y-.~--_.-.- m I W E%ISRNG CONCRETE PARKING TO BE ry ~ TEMPgtAY 8' SAN SERVCE (C-BDO) AT 1%SLWE (TM}. LJNE 1 ( ) r HASE I \ SHAll SERVE THE E%1511NG. STgiES TO THE SOUTH UNR)l / ~ - / 11W ~ REMOVED TO PHASE UNE TYP, SUgi TIME. AS THESE BUILDINGS ARE DEMOLISHED AND ^ ~' - I 1 TEMPORARY SAN. SERVICE ~"` REMOVED: FOILOWINO 1HE OEMOUOON OF THESE BUKDMGS, 's'A- 1 ~ ~ ~ 1 1 - ~` .' nm-.-° -rnrs un~ ~,>,~ f>E ae>tNDORDEe aNO PLUCt~o.- - ---- 5~,~ --- ~~ - -I -- I ~~1 ~o m1 A4L E%ISRNG UNDERGROUND URUIIES UP TO f OINi OF SERVCE AT PROPERTY _ \1 1 ~ APPRO%. LOCATION OF PROPOSED PHASING yA ~) " / s ~t G ' UNE TO BE FENCER, FlELD AD,gJSi ASNEEDED UNE SHALL BE COMPLETELY REMOVED. ALL U tt REMOVAL WORK SHALL BE I~l ,`~ ^ II r 'co~ ~ COORDINATED X1tH THE APPROPRIATE U71UN NPANY/AGENCY. ~ ~ ~ 41~ I E%ISTIN(~ DECK A {I 10 BE PEMOVED B~ ~ ~ ~ ~' ~ ~ ~ % (. NG FlJp. TANKS PT EIEC- EtEC- EIEti- EIEC- EILC- EI[c- F1EC-~- FLE '. EIEC ELEC ELEC-- EIF - E.EC- ELEC ELEC~- E4 ~EIFC ~ DNES TD BE OO `1' 1 \ m ~ ~ ` 1ACA~ON ~ ~ IJ :H ~ m - m -," ," -,r - m m - " - ~ ~ - m ~VED PER pEP _ FA ,~ 1 , ~ b AT'PR ,M. ~~F ~ G.B APPRO%. LOCATON OF EX F.M. K`1 / _ N s c s ws , ~ r m 5"Wy-IVARA W0.rFR-W0.1EA EP----WATER WP-"-WARR XARA-~WAiEp-WA1ER-WArE~~iA~ RA WA WA1EA CAS WS CAS r 9 R m ` s+/V"V INSTALL S S LINDER E~ F:M. ;~` sH` 3 E%ISTINC FT STATION, FORCENAINQ~ ~ PROPOSED CONSTRUC710N 1~ ~ Al x ~ /o-~ WITH MIN i' CIEARAN / ~ / ~ ~ AND CR TY SANITARY SEwfN "IaO~IITRINC~ u n / FENCE SILT BARRIER 1 ;S ~ `,~ / *" W,a wa(-n.n /s~' I SYSTEM ALL REMAIN IN SERVICE ~ L (~ I dNIrOAING / 1 1 ' R~ REMOVE AND PLUG E%, DRAINAGE ~ ~ i sKe ~ UNTIL N L,S. FM ANp GAANTY II / N 1 ~ / SYSTEM TO PHASE UNE (TYP) N,r'' '. SEWER EXSTING BUILDING IS ~w g ~ I~ ~ ~ ~ L t .:. /~ ... ~~-%m /e COMPLE LAND RELEASED FOR USE / ~ _ Y THE IATORY AGENCIES. ~ UNAB~ ` ~~.. ;:- J J ALL WORN WITHIN 20' M.H.W. G ~ BUFFER IS BY OTHERS . ` I , .: ~ m`. / ' :. ;').~.. C',..' ~ ,,,,.., T•~. ~,~ ~~~~ ~t REs~lIE~wNNTERNAI. GPRIOR TQm ~ RISER Ci ESfi$11NG DECK WALE 70 nCATE ~ / ~~ I ~ .. ., D I r ~W ~ PROPERtt UNE t L Ati .,. ~~..-..... .. ..'. "~ ~:. ~ „~ _ } .,.. ~,, e ELEC.-.._. ~ - .REMOVE 111 1 1 ` 1 ~ ~--`. '.;.:-.c.. ~NCE AND PLUG E% ~'ATERMAR ~ T6~ ':. t. .. .. ~ CON6TRUC7fON AY'1~5 . ': :i~, ...... ' IrT~ BE I r. 11 1 t ~,, ~^wr t4~--;9eoE TMIS ;O,CAAOPi INSTALL TEMP 2 WA } SUBM7Tiit FOR PROPOSED UFT STATION T ._~7$-_ , t~ ~ '~ ~ ~~ ~ ~ .TO 9ERVL fCG~11MG BATM" Ss -~ ~- ' LEGEND: 1 ~. ~: ~ PL ::: USE. b.: X .~ TAPPED ~PLUC W/ 2K &JSINESS YIFFIGES'. : EX MAINE 779,.: ~ ,.~. : 1 1 1 I A AD ~OORPg1 ~~~ I ` ~ ~ t:r. ~ ATtON STgP 6:PLUG - ~ PHASE I DEMO. .,.,. FFE°780 ...: ":' :. '. :.OFFICE . -.. .~ ;k. 1 ~~ ~ ~~ r ~ ~~ ~ ~ ~ ~ rl.. o ~ ~: ~ - ~ ~~ ~ PHASE Il DEMO. ~ w b a K15TAW. ;r' (scR @a apTi)rEMP waTnz:s¢RwcE To : 11 ~ 1~ ~ I L ~ " 1 '~ ~ ;L :" ~ a BATH, s ne 1 z ws To ~ ~. a l 1 R`~ N . ~N$TING gaLL d ;; ,~ : VALVE TQORDINATE INSTALLA7fOM W/ DYMER ''Y~ PROPOSED CONSTRUCTION - ~ / 11 1 ~ ~l 11m m ~ :' ~ ~ )~~ FENCE /SILT BARRIER I <. ; ,~ 1 ~~ ~ ,~ m' ;:',: ~ .~:;': ( BEHAVE AND PLUOEIL DAA}NAGE~ $ ~ / GENERAL NOTES: 1 1 l A ~ ~ '~ ~ ~ ~. SYStEhd UP TO PHASE UNE (TYP T : ~ ~, I( - l t ~ I 1. CONTRACTOR SHALL COORDINATE V+1TH THE OWNER, 1 A UI ~ ~ { ~~ ~~~~~~rj~ 9. ~i~ ~ 1 ~ 1~~ ~ ~ ~ % ~ ~ ~ I A ARCHITECT, LANDSCAPE CONSULTANT, ENGINEER, ETC. 1 ~ I , 1 ~ #': ~ a ' REGARDING REMOVAL OF EXISTING FACIUiIES AND ~~ ` 1 DEMOLITION OF PORTIONS OF THE EXISTING SITE. 11`1 1 ~ w I 1 1 ~~ ~r } ,~, 'T' ' ~I ~. ~ 2. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS ~1 ~ ~ ~ I 1 ~ ~ ~ :~~ ~ ~ ., {'I~ w,~ ~ AND APPROVAL FROM THE ALL REGULATORY AGENCIES 1 \ 1 ~ ~~ $ F~ BOAT St(1RAgT< ~ wgi{;R-'~ GDT,, I RELATIVE TO 111E DEMOLITION WORK I 1 E A~ 6 FrF 5s0 : SERVICE C2) "~, : d 1 / 3. ALL UNSUITABLE MATERIAL MALL BE REMOVED FROM `I 1 ~ 1~ 1` a ~' : ` ~ ~ .~ ~ .G SITE AND DISPOSED OF AT A LEGAL DISPOSAL SITE. 1 I II 1 I I l ~ ~ ~,! ~~ 4. ABANDONMENT OF FUEL TANKS AND RELATED FACIITIES 1` 1, 1 ~. ~: EXlSTWC WM To REMAIN IN sEawcE.WITx : ( , I, ! SHALL COMPLY WITH ALL FDEP REGULATIONS AND OTHER ,~ ~ , I , ;~ ~`•- QHA~!} CdNg}RUC110N ~ REGULATIONS AS APPLICABLE. CONTRACTOR g1ALL OBTAIN p ~ ~ I 1 ~~ ' ~ ~~~ ~ ~ f ~~ THE REQUIRED PERMITS, IMPLEMENT THE REQUIRED ~ ~ auREO ~ I i W~ :b ~~ ~ I 1 PROCEDURES AND PROVIDE THE REQUIRED COMPLETION `1 1 11 ELFCrR1C ~ L ~' ~ ~: - _ ` ~ u DOCUMENTS AS REQUIRED BY THE REGULATORY AGENCIES. ~I ~ I ~(ttPlcAU ~ ~ ~ ~ ~ ~ ~~ ~ ~: ',~' ~'~ ~~\ ALL ELECTRICAL LINES AND PUMP SHALL ALSO BE I i~ ,~ ~ i ~ I ~, ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ T~ I ~ `;~~ REMOVED IN ACCORDANCE WITH CODE REQUIREMENTS. 'I ~ 4 nne Wt-eANt tsswelr p (msT,ULdmaAti[ MITER AND R Z FOR \'/ I 5. CONTRACTOR SHALL CONTACT ALL UTILIRY PRONOERS 1 11r i, 1 ,' S ~ ~ ~ r v. 1TiNNP SENNGE ip OOOK6!.OIUNNG PHASE 1,COH5'+RU011G1}}~ ~ : ! ~ \ f AND COORDINATE REMOVAL OF THEIR SERVICE LINES AND 1 1 11 UuRIEC ~::~~ ~ ~ ~ ~ ~' ~ '~: TERMINARON OF THEIR FACIUIIES AT THE PROPERTY UNE 1 soun+ERN { ,, ~N§rAu,a"xe" TEe w/1 e` cv AND.'28 rr wA WiA ~ :: t OR AT LOCARONS APPROPRIATE FOR THIS PROJECT. 11 III t1 BELT 1 ~-~r ~,l/~ ~ (", } ~`: {iP~tO AIL ~ (PWG NdATH SIhE llN'GL PHASE I(X ~r(; - 6. SPECIFIC ITEMS TO BE DEMOLISHED AND/OR REMOVED I tELFPNONE .-WR' t AJ ~" Noerrr LwE ~~souTH sal GQvr ypi 2 ' t 1 ~ e ~` ....._ : ~ ~. ~ ~' _ SHALL BE REVIEWED N11H THE OWNER PRIOR TO STARLING 11 I 11 CNE ~ I 1 1 'd N!ET: TA- EXISTING 78' W M, (VERIFY PIPE MATiPoAIy 517E AND IOCA~ B ~ : ANY WORK. ~1 Ir ~ r L, ; PRldt TD AxY caNdTRUCRaN oR.aRDER%~c OF ANY PARTS) " ~~ ~ 7. CONTRACTOR SHALL PROVDE TEMPORARY PLUGS FOR L 11 ,r 1 euRlEO ~ I to r & L nNo- Tp:gE MSTA(lE0 kTPHASE I FGA-TFMPg1AAT iIRE:SET{NGE1G GDGK6: w PORTIONS OF THE EfGSRNG DRAINAGE SYSTEM THAT ARE , 1 1 tll i 1 FORrE MAIN ~' ~ SOUTH RN:;6Et EN '.. - ~~~~ ...~. ~ I ~ ', 1 / .~„_. ~ `~ ~ E ~ `'~~ ~`f~ ::': ..:r ,~I °.","'; REMOVED UNDER 1HE FlRST PHASE OF THE DEMOURON 1` oR vooic.aao PAae a2C- 15 WAtER Mn1N EAScMFNT __~ 1 ~ ~ ~ ~ ~ ~-. : ~'. -0R. BOOK 5<3 PAGE 7057 ~'; ~ - ~ ~A --- -, ~~ WORK. I 1 1~ 1 5 r, _ _ II ~ ~ .-~ ~:.. :. +.•1., ~.. ~_ _O NAIFR ~IEP N IEa- t I } 'PI NIFiI ~WA ',. R"' ._ ~ #Yia,,. =i,. 11 .. _ _ .. wnE0. . L „'--'~ r r Illl 1 FORGE MAIfl rza R w."w .Me. - .,.. - .,. ~. A- n - _ ~- ftE~-R ,irPIGAu 1 ~ 1 ~-_~°-' _ I . _. "°"" _ __ _ _ " ~~ - ~' SEAPOINTE MARINA I ` 1l 6 CLT - ., .. .. _ ~-~-~°--°..' ai (~ .. ~ - Fic --c =" 1 I sFaL 1 I ~ I 1 1 . 6' CLF o<. _~-~-~4 cr u-e-y-'~' ~ ~ ~ ~~ I ~ ~ U~ ~ , r 1 ~ ~ ~ ~ ~ ~ ~ 5 WF _~ ~, -~ J.__.__ No. DATE sEV~sloNS ~ DEMO. & TEMP. UTILITY PLAN 1 SOUTHERN DESIGN CROUP, INC, - Engineering, Plannng & Project Management SHEET 8p9 Hepburn Avaove, Svi(e 2p4 - Jupiter, florida 73459 561 -74J-0501 2 DNAWN E.H. R 51621 DA1E8/pb JpBp NCp. OF AW 1 DESICNEp CHECKEp $(:ALE RAWIN, N0. 19 NA~ i VC 1" = 40' P SAY a 1 zoo? +1 1 ~~~ ~ ~~o~ Z o c~ 0 \ \ ~_ 1 ~ .oz Q O- ~ N_ ~a =mod ry . ~~ \ .. 1-- ~ o ,:, ,\ ~ a4 .° .~ ~. c ~. ~ - ~ ~yy~ w ~ ~m ,~ \ \ Z~ , .. \ \\\` ', \ \~ ~ /', `~1 _ L, ,;, -- =---------------1 IT~I , ~I I, I I ~~'I III ;~ L~'-~ I ' ~ I tl~ II ~ I ICI II ''. i ~ ~ III ~ '' i .i PHl~SE 1 PHASE 11 ~I I I ~+, i ~ -•~ - III I ~ III I 1 ' ~1I ~ I I L+ m ~ - -~ n n ICI I ~~,; 1 ~ ;I ~, ~ .I I I ~I ;~ ;~ I I ,, 1 _ w f r ~ Y /~ ~ ~ //~ ~ , ~ 1 ~ - :. ;;;~ '" I V ~ j~/% I I~ p~C / i ~~ JF 0 ~ ~ ~ j~ 2~ ~Q _~_/i i ry° ~ i ~ / i i i - /~ ~ ~ 0 0 0 i ~% ~~ ~~ i ~~ J I I 4 yr , ~ ~ ~ LLi ~ K CD Q~.W o ~\\i I' ~ -' ~ ~' w -o Z ~ ~' . ~ ~ ~ v iLL Q/ O ~ ~ O z U ..___ ~ ZP ~ I C~--f E o I ~ o~ ~~ r~_~ ~ ~~ ~ w YID ~ I _ V d ~ y?~W`~ e -.- . ~ n~~~~ ~ P ~ I - ~~ a~ ~ II ~ W 1q1 II - -ry a I I I ~~ ~ ~ ~ a~T ~ ~ -~ ~. ~ ~ 1 ~ f ° 1 0 . t L ~ I ~~ ~~ a _ ~~ WU _ ~ 4~ }W Zpp I I ~ _ ~m~ I ~ I } ~ ~ Q I ~ W QU _ ~ Z I N d~~ ~zWa I Se ~~~ ~ - ~ - ~.Qm~ ~ i c II i--: ~ - - I _ I - -.- ~ is 1 - I '~ U O~ I~ ,I p m W I = Ul0 I. N I ~ - ~ I °r I 1 1 _~ PHA~'E I , PHA`.iE II' z~ o ~ -.' - ~ I J al ' I __ = Z L J Y W ' ~~ - ~ Q O ? Oj? _ V o O W 1111 ~a X3193 (Ml. ~ \\ `~ ~ ~ , , ~' / ~I ~°-°° ~ / ~ /y ,~ , t ~I ,~ I ~ ~~ I ~ ~ ~~' IL---=- - --- - - ~ ~~ ~-~, _ - _% " ~~" ~~ , ,~-% _ !'° -~ ;- _ ~~~ ; _~ _~i ~ ~ l ~ ~ N ~f~ .N ~~ /' ~ ice/ ~.i~ O O ~~ ^^~ 'mil ~~~ ~ ti 0 0 Q LL ~ ' W W Q ~ z o _ i-- ~ v m o 0 ~ = a uwi ~ ~ w z Q w ~ z ~~ U~~ W p N w ,n ~ rn ~ J c~ ~ o } o vwi ~ a ~ p ~ a° ~ ~ ~ °w ~o a a `. _ h- w N° ~ ~ ~- ~ ~~ w ~'-~ o w ~ o wo a o 3 W s CD ___.. 00 ~ w p w = a z ~ ~ w ° cn ¢ o ° 1 z mo w= I-- 3r ~ Q w w p~ wz ~ w Q v~ z¢ o ~ ~~ i ~- v> > ~ z w or w z w ~ ~~ ¢ w w z o_ w a w z? 0' X a z ¢ z ~<t ~ Q ~ ¢ Q o ~ ~ o: ~o Q ~. = z~ ~-J d ~ ~o v ~oo~ ---.~. 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DS/34 (ADS Nit) DRAINAGE PIPE 7.2 --- \ iRE/0VE EXIST IURNOUT \C _ \ / 7.00 \ SAW PMgDaN• CUT EDGE AVEMT \ \1 .70REMOVE ALL \ \ \ MATERAL T AND 5.1.4 7.2 `\ `\ 0 N \ SHOULDER rAtH ROAowAr \,\F7_5 v INSTALL 1 PAPAVEMENTIIENT SECTIO 750 SECTION `. O M rn s \ G rG '.p \ 2'a 6.7 L FIRE LANE CONST, 10 LF 12' PVC C-900 6.30 �\ DO NOT ENTER SIGN 1.01E (DR 14) DRAINAGE PIPE VABLE CE DS/13 (piV.m-A 7.00) EMERGENCY SSFOR S 6.90 7.10 b� C24230 0 6 40 6.85 Nor 0 6.30 , 7.20 . 27'SI �SODD -- TE 11 7. 0 �� m Z 0 STOP 7. 0 ]d RAB B 6.4 CONIC. TOP a W/ \FHp Sr• (n+eu) 6.a5 - .. 6.90 -0gh4 \ D 7.10 - 7.4 7.40 7.20 9.40 Res' g, 1 * FLusI 1\7.1DENCLOSED GONE SSERONCT ROAD. SAW T J \ 735 a L\ ABGVE GROUN OF PAVEMENT, ��^ ��_ ((( 1 PAVEMENT FLU Oyz ` s. I 13 6GN LES i\% FUEL TANKS \ 24' WHITEABOVE ORCKIFN FUO. STORAGE \\ SECTION STT GNFDOT ET IT J ` 7. C iIRORMO ` 7.s0 7.50 (BY 011fR5) ENTRANCES TO TY- I 'EMPLOYEE PARKING ONLY 9. 57.25 v�V mNir HALT scS (REMOVABLE) T STAMPED OONCRETE � � 1 6 90 (BY OTHERS) n 6.50 6.00 CONST. TRENCH DRAIN m \ -13 f v m p S/S5 7.10 C5 6.90 D CONST. 15 LF 10' HOPE 0 o s \ \ n Q -0 \ �-�,_ \ 5.50 � (ADS N12) DRAINAGE 7.25 CONST. 60 OF 10' HNI • \ \ 6.85 1.01E (ADS N72) DRAINAGE PIPE fn \ \ \ 7.30 \ A z \ 5 " 7.10 \^ \ 7-4 CF L \ � I \�\-W wM so O 4 sDS%17 9.63 ` \\ �Y \ s\ \ \ `, (By OTHERS) H CGNCAETE L �' 6.00 Es L 9.73 � \ \ � can. TRENCH Daw 0 .70 I 11 *D \\ 71 CCONST. 29 LF W HOPE O 0 �1 PI (IDs N12) DRAINAGE FHg4 6.50 7.50 1 � 4CE 9 TO 1 \ !L\ \ \ \ \1 CABINET M� ELEVATION CABIN OA (MAINT A 6' © EXIST. SWALE TO REMAIN \ \ CLEAR ZONE Om GE - \ \ OE-�ANEYEN CONST. 19 LF 12' PVC 0-900 • I.OR (DR 14) DRAINAGE PIPE O ~ cz 6.00 v f s:6Dl S/tB 6.00 I2, RWL. (INV, - 250) CONST. 7 LF 12' PNC C-900 • 7.OR (OR 14) DRAINAGE PIPE r LUUM LLL. ID.UU 01 J� y V� 6.30 BOAT STO RAG E # 2 76,606 SF. FLOOR ELE. 6.00 CONST. 10 LF 12' PING 0-900 -O I.Ot (OR 14) DRAINAGE FlPE 12' RTL ZOL 6��0 EXIST. SWALE TO REMAIN -OH _REhB PROPERTY/ TO DETAIL SKEET LINE r LOT 29.1 FINISHED GRADE Curren+ use : k,2511enbal SA CROSSING CHART CIO ER. 10' FM (POTHOLE) CIS B.O.P. 2' WS = 3.50' CI B.O.P. 8' DP WM-4.20' CII B.O.P. 18' RCP -1.71' T.O.P. 4' SS FM -3.20' T.O.P. 8' OP WM-0.71' T.O.P. 6' S.S. - 2.40' C19 B.O.P. 8' W.M.-2.55' Ci B.O.P. 4' SS FM -2.82' C12 B.O.P. 18' RCP -1.71' 282' TO.P. 8' S.S. -1.55' CLEAN OUT T.O.P. 18' RCP 1.71 T.O.P. 12' HOPE -0.71' C2 B.O.P. 18' RCP -7.71' C73 B.D.P e' W.W. - 2.00' C20 B.O.P. 15' RCP -2.30' T.O.P. 6' S.S. -7.70'-'- _ T.O.P. B' DiP WM-0.71' T.O.P. 12' HPO E - 7.50' C21 B.O.P. 8' WW WATER METER C1{ B.O.P. 8 HDPE -3.30' C3 B.O.P. 1B' RCP -1.71' T.O.P. B'PVC 55-0.71' T.O.P. IX. 12' WM -2.80' T.O.P. 6' S.S.-0.23' C22 B.O.P. 2' FM -3.0' N0. T DATE REVISIONS C4-C7 B.O.P. 8' DP WM-J.45' (TO BE FIELD VERIFIED) C75 B.O.P. 18' RCP 1.71; T.O.P. 12' HOPE -2A' WATER MAIN T.O.P. 12' HDPE -2.85' C6 B.O.P. 8' DIP WM-J.75' • T.O.P. 8' OP WM-0.71' C22A B.O.P. 4' S.S.-3.85' T.O.P. 15' RCP- 3.35' FIRE DEVICE T.O.P. 18' RCP -3.25' C76 B.O.P. 18' RCP -1.71' T.O.P. 6' WN -0.71' C23 B.O.P. 8' WM-2.75' GREASE TRAP C9 E)L 10' FM POT ( ) C17 B.O.P. 15' RCP -2.30' T.O.P. 8' HDPE -2.0' T.O.P. 2- WS - 1.70' • WM-JOINTS CENTERED OVER CROSSING C24-28 B.O.P. 8' WM-2.8' r.o.P. 12' PVC -2.0' G O TO TOP OF BANK TOE TOE OF SLOPE ® ND. FOJND \ Rk Rol ROD k 1- PRG' 8 SIOEWALIC PC, C REINFORCED CONCRETE PIPE CMPCORRUGATED METAL PIPE S R ES51DN SSD _IBIR AT TH PROPERTY REFER TO DETAIL SHEET LINE. 0 SIDEWALK FOR NAD N-ONAL AMERICAN DATUM V \ ��LL11111 CONNECTION. T 1�,fjAATI STING GRADES LOT 2-1 PROPOSED DRAINATR T / 8 A,Dc E"N` ._�'iQ(TYP: C 11 D.S..�.�(.LPr N 4 r.)D_ P. T�z_IP�P x-_s_L,_ , - /' 1 _ `UYYInI USe S Rei entia 3 GR4 5.50 FE. R'.M E 5,6'C R.I.N E_c. 4.G GRATE c 6.50 _ _,L GRATc M GRATE E..E. 5.7� �5�27 TVP' r H�CD�� �-S M311 c --Yr NSI ,JJ. = 2.84 N. -S .INv. ELE. = 4.37 c_ -E NJ. = E. = O.CO S. -N. IN/ RE - 2.00 E -V/. 5. IN J. ELE.=2.00 N. IVO. ELE. = 2.00 GRA?E LULL 5.30 GRATE ELE. = 6.60 D C N2 "18" ADS DRAIN" DRAIN)� 11 (n"PE C INLETI E INN. ELE 2.00 N. INV ELE =1.00 E -S. INV ELE. = 2.50 S -w. E. IN .ELE. = 2.50 E. -W. INv. ELE = 2.00 GRATE ELE. = 5.50 5. Nl. AMELE. = 5.75 RIM EL 6.40 O S N 16 (T�Ny� .p c, (IPF r NLLT) W. IM:. ELE. = 1 30 D.S. N28 (18' PDS DRAIN) CRF;E 5. INV. ELE. = 1.80 ELE. = 3.35 J.-5. N". ELE. = -.25 N IN LE. O.On ,:RATE EBF. 6.50 Fk2L GRA'_ ELE. = 5.8D 0 Q.5 X24 (TYPEF yLETI ELE 5.60 W- INV D S N32 (Tl'Pc P MHl 0.5 k3 (' P -� � NL�Tl " S R TYPc N E) 5.-E. N ELE. = 2.G. N INN_ cLE. - 2.00 E. -W. -S. INV. ELE.=2.00 S ELE. = 6.20 ELE- = 250 GRATE ELE. = 6.60 RIM ELE. = 5.90 S. RIM ELE. ...95 D.s. �Z+ (18: AOS_ R IN E-N.E. INV. ELE. = 1.80 N. INV. ELE. =1.00 W. -N. N". EIE. = 2.00k29 (18' ADS DR41Nl 5. INV. ELE = 2.50 INV. ELE. = 2.00 E INV. N. -W S. NV. ELE. = 2.00 RIM FILE = 5.50 0-5-k-17 (18' AGS DRAINI 'D.5 k21 (TYPE P MH) S.W.-N.E INV. ELE. = 3.00 GRATE ELE = 5.50 W. INV. ELE EL. :.00 1: NV. D S p ( P A N, .F 1 S. -W. N' ELE. = 3.0 GRATE _LE. - 5.50 GRATE E E = 5.80 •D.S. k25 (TYPE NI FTl E. IN, . ELE. = 2.50 D 5 Y33 (18" ADS DR4INj E. = 25C W. R!M E- ^ D.5 A 3 "VPE I' T _. IIV ELE. = 2,50 E -W. S. INv. FILE =2.00 GRATE ELE. S.S ss` 3E SDS RAIN) RIM Do= "INv. 4. = 3.00 C 5 N4 (TVP INLET) S. 'INV. ELc = 2.DO RIM ELE. = 6.30 'p.5 Ni6 (hF P MH •D.5. N22 (TYPE P MY) S. INV. ELE 2.00 EIA" GRAi E N. INv. ELE. , FI wELE, NV E6 2.70 k34 (16" RIM ELE. = 6.10 . Typr p AIN RIM ELE. 5.80 N.-5. INV. FILE. - 2.00 CS N'4`'YPE P MH GRATE ELE. = 6.50 E IN\'. ELE = 2.00 GRATE ELE. = 5.75 N. -S. NV ELE. = 2.00 N. INV. E..E. = 2.50 DS N26 (18' Any UHl = 2.60 DS ADS DRAIN) F.S. (*YPE C 'INLET) RIM ELE. ( 5.50 N_ -E INV. ELE = 2.00 W _N INV ELE = 2.00 GRATE L_. 7.10 N_ INV. ELE. = 150 IN\. ELE = 2.50 CRATE EE. - 6.60 GRATE E_E - 6.1C 5.-W. INV. ELE = 3.00 W. N'. __E. = G.GO 5. S. INV. ELE. = 0.50 S. -N. NV. c 2.00 N. INV. ELE. = 1.00 N. INV ELE. = 2.50 N, N'v. ELF. = 7.80 C 5 N35 (18` ADS DRAINI INV ELE = 0.70 E. INV. ELE. = 0.00 E. INV ELE. = 1.50 N.W. IM ELE 3.00 RIM ELE = 5.50 _Tf,AI T,. . � �. �.. 5.-W. IN ELE. = 2.70 CONST. 19 LF 12' PVC 0-900 • I.OR (DR 14) DRAINAGE PIPE O ~ cz 6.00 v f s:6Dl S/tB 6.00 I2, RWL. (INV, - 250) CONST. 7 LF 12' PNC C-900 • 7.OR (OR 14) DRAINAGE PIPE r LUUM LLL. ID.UU 01 J� y V� 6.30 BOAT STO RAG E # 2 76,606 SF. FLOOR ELE. 6.00 CONST. 10 LF 12' PING 0-900 -O I.Ot (OR 14) DRAINAGE FlPE 12' RTL ZOL 6��0 EXIST. SWALE TO REMAIN -OH _REhB PROPERTY/ TO DETAIL SKEET LINE r LOT 29.1 FINISHED GRADE Curren+ use : k,2511enbal SA CROSSING CHART CIO ER. 10' FM (POTHOLE) CIS B.O.P. 2' WS = 3.50' CI B.O.P. 8' DP WM-4.20' CII B.O.P. 18' RCP -1.71' T.O.P. 4' SS FM -3.20' T.O.P. 8' OP WM-0.71' T.O.P. 6' S.S. - 2.40' C19 B.O.P. 8' W.M.-2.55' Ci B.O.P. 4' SS FM -2.82' C12 B.O.P. 18' RCP -1.71' 282' TO.P. 8' S.S. -1.55' CLEAN OUT T.O.P. 18' RCP 1.71 T.O.P. 12' HOPE -0.71' C2 B.O.P. 18' RCP -7.71' C73 B.D.P e' W.W. - 2.00' C20 B.O.P. 15' RCP -2.30' T.O.P. 6' S.S. -7.70'-'- _ T.O.P. B' DiP WM-0.71' T.O.P. 12' HPO E - 7.50' C21 B.O.P. 8' WW WATER METER C1{ B.O.P. 8 HDPE -3.30' C3 B.O.P. 1B' RCP -1.71' T.O.P. B'PVC 55-0.71' T.O.P. IX. 12' WM -2.80' T.O.P. 6' S.S.-0.23' C22 B.O.P. 2' FM -3.0' N0. T DATE REVISIONS C4-C7 B.O.P. 8' DP WM-J.45' (TO BE FIELD VERIFIED) C75 B.O.P. 18' RCP 1.71; T.O.P. 12' HOPE -2A' WATER MAIN T.O.P. 12' HDPE -2.85' C6 B.O.P. 8' DIP WM-J.75' • T.O.P. 8' OP WM-0.71' C22A B.O.P. 4' S.S.-3.85' T.O.P. 15' RCP- 3.35' FIRE DEVICE T.O.P. 18' RCP -3.25' C76 B.O.P. 18' RCP -1.71' T.O.P. 6' WN -0.71' C23 B.O.P. 8' WM-2.75' GREASE TRAP C9 E)L 10' FM POT ( ) C17 B.O.P. 15' RCP -2.30' T.O.P. 8' HDPE -2.0' T.O.P. 2- WS - 1.70' • WM-JOINTS CENTERED OVER CROSSING C24-28 B.O.P. 8' WM-2.8' r.o.P. 12' PVC -2.0' RILEY. ELRAT, N (INV. - 21 7 LF 12' PVC C -90C (DR 14) DRAINAGE KEY MAP (NTS) LEGEND �- EXIST. ELE. ® PAVERS PATTERN FINISHED GRADE FH MANHOLE(MH) "HC" HEADER CURB INLET MAY 0 1 2007 �- FLOW CONNECTION PATTERN FH FIRE HYDRANT "HC" HEADER CURB SS SANITARY SEWER CO CLEAN OUT T`x WS WATER SERVICE ". MTR WATER METER = FM FORCE MAIN 6E BURIED ELECTPC WM WATER MAIN RPZ FIRE DEVICE BLDG- BUILDING DWL HEAD'NALL CLF CHAIN LININ FT_'NCE GT GREASE TRAP MAY 0 1 2007 FDC FIRE DEPT CONNECTION WATER VALVE "D" TYPE D CURB "HC" HEADER CURB CR#XX HANDICAPPED RAM PER FDOT #304 RWL RAIN WATER LEADER SURVEY ABBREVIATIONS _' 19 1.O] 6E BURIED ELECTPC DRAINAGE ICE PN Bi BURIED TELEPHONE BN BURIED CABLE TELEVISION CONC. CONCRETE BLDG- BUILDING DWL HEAD'NALL CLF CHAIN LININ FT_'NCE HWF No WIRE FENCE WF WGOO FENCE N', ERT RILEY. ELRAT, N TO TOP OF BANK TOE TOE OF SLOPE ® ND. FOJND Rk Rol ROD k 1- KP R ER VALON NAIL PC, C REINFORCED CONCRETE PIPE CMPCORRUGATED METAL PIPE S R ES51DN SSD _IBIR R C1-CIA1. RECORDS NAD N-ONAL AMERICAN DATUM M'S PER SURVEY 6f.E BY MONROE '1N" V R\'EYORS, INC. CTI -T IN MAY 0 1 2007 __ O F- ~ U ~ d Q = Z Q W ~ ~ > W W ~ Z Z W Q Z ~ W ~ r ~ O W W Q Q `d U ~ ~ F- Q d H _ C~ - Qp I- W ~ WW p Z ~ S Q ~ ~ Lil ~ p N ~ w _. 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V V V U ~ynU U U C' op n •m~ _ W• NN m.p^nn' nt~ W 1 ~~/~ ~ ~ n~ 1 1 1 55 Q~~C 1~1~~2 ~d~ U ~~~a~~s~ m~s~~ Z un; n:aoi a°.gaao ~. V~Opp0pOmf Op ~ mr m4%m1=m~V m1-~gq1 5 U U V U ~ ~ U ~ °o~n ~'e Ilmn o ~ II cull ~ II w11LLmIW O in ~ wz - -">q°> > s - _ ~ ZN ~ y w3~w3~'w3 pUwviC ~~ i ~ vi ~~ '~ri.N LL~Iwq~i~ ~u4~uz~~1 ~~~~~3~~w~~=~_ ~ ~~ aNO~oz ~o~~ rvrv ~rvll~ Z II II i.i II "' Z P II II II .~ II II w~l - wJw _ ~~.-w3gc~3vi~viz ~~z3 ~~ ~ou°~on~Q o~ ~~; ~11> ~n>~Ilw° wQ3r Q3`g~3 ~Z {{ wi= ~UwZ.Cw>:l w•VZw tNnct w~ti °N _ ZII wc~~~~N II II~~II II II ~ mi n° uz ° .. ~ww~ v~f~IwU~J ~ o~¢uic zvi ~Y ~e3 d ~~Ulnw } _ j~ _ „~~, ~ v ~Ila III II ailw=_~~w~~~~~Ilzm ~~_~~=~n=~~~~~3~w ---t`~lo -a~~ll' ~11LL~4114 ~~4 wA;l w~ u w >w~~ w ~fI w ZZZ ww~2 GENERAL NOTES AND SPECIFICATIONS Clearing abaft be limited to amsirucEon area and/or as directed by Owner or his representative. Grubbing of all stumps, roofs, buried logs or other objectionable materials shall be to a depth of 18 inches below natural ground. All debris shall be removed from the site and legally disposed of Owner end contractor shall coordinate to provide construction survey. The Contractor shall be responsible for protecting all existing buildings, structures, and utilities that are under ground, above ground, or on the surface against constructoo operations that may be hazardous to said facilities and shall hold and save the Owner, his agents and/or consultants harmless against all claims or damage. The Contractor shall be responsible for all required tests and shall submit reports for review and approval, The tests shall be performed by an Independent testing laboratory, Payment far testing per contract urith owner Any re-test for (allure will be at the Contractor's expense, Prior to construction the Contractor shall visually examine the site of construction to determine the amount of clearing and existing fociPdies to be protected, replaced, removed and/or relocated which may be required to commence work. All Contractor's shall protect existing improvements that are contiguous to the construction urea. The Contr r h I acto sal ca r in o d ate project construction and ive ode uate 9 4 notification to all affected utility owners fie: water and sewer utility, FP&L, So. Bell, Coble, etc.) with regard to the need (or removal, relacatlon or alteration of their existing fociGfies. Utility Companies shall be noBfed 48 hours prior to commencing constnccfion. Catl Sunshine.-Utility Notification Center- far location before excavation (1-800-432-4770), The Contractor shall also coordinate and notl[y applicable utility agency personnel and Engineer for required inspections (min. 48 Hr notice), and shall supply any and all equipment necessary to properly test or Inspect the work. Guaranty-AII material and equipment to be furnished or installed by the Contractor(s) under the construction contract for this project shall be guaranteed against detective materials, and workmanship. Upon receipt of notice tr m f o the wn r U e o tai ur f I e o an art of the install i n ato uaranteed equipment or materials, during the guaranPty period, the affected port, parts or materials shall be replaced promptly with the new ports or materials by the Contractor, al no expense to the Owner. In the event the Gontroctor fails to make the necessary replacement or repairs within seven days after natificativn by the Owner, the Owner may accomplish the work at the expense of the Conhoctor. All work shall be accomplished in a safe wofkmanlike manner. The Contractor shall comply with all applicable laws and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safe words for such f sa et n a d rotection. The r 9 Y P esponsibility far project safety rests solely and specifically with the Contractor, Southern Design r C ou Inc. the Owner h ter I e uator n I P. g y age ces and their employees are spec fically Indemn Pied and held harmless from any actions of the Contractor relating to the safety procedures Irnplemented during construction and for any claims brought by any persons regarding safety, personal injury or property damage. Contractor shall coordinate with Owner and all other controcfors to ensure proper construction sequence of project. The sequence of construction shall be such that all underground utilities shall be installed prior to pavement construction and other above ground Improvements. Elevations- All elevations refer to N.&V,D. Record Dr win ~-Th a e Contractor h II s o be res n ' I 9• o sb e to obfoln and su ml b t to P En sneer a tom fete detailed set of R= f 9 p .,cod OraWin data re ared b a 9 P P Y Registered Florida Surveyor The record drawings shall adhere to any and all specific criteria of the water and sewer utility and any speciFcs required by the Engineer Underground Contractor shall submit all record data to the Engineer for his review and approval prior to pavement and/or curb installation, Any necessary adjustment at this lime will be the responsibility of the underground Conh actor. Ffiai adjustment of manhole rims, valve boxes, etc. that ore within any paved area, shall be adjusted al the lime the base material is in place, and shall be the responsibility of the underground Gontroctor Paving Gontroctor shall protect alt existing structures. Any damage to these structures by the paving Contractor shall be the paving Controcfor's responsibility to coordinate repair, ' 2' t t /WOV ~i¢°e~ i tir~~ccwo~an ~ Overlap 1 Mln. ~ ` Tige S-J I- - (See Index 199) ~. s~ermg Damn aomf , -dome O E(LPM L PIPE SNOYM rsoMerRlc new i ~ ~ I PIPE SECTION MATFRIAI S AND fON5TRt1-TIDN: All concrete shall develop a 28 day minimum compressive strength of 3000 pet unless otherwise noted. Class I concrete shall conform with the Rarido OOT Specifications, Latest Edition. All steel shall be domestic grade 60 (Fy=60 Ksl) and conform to ASTM A-615 specifications. All steel sp!Ices, construction and placement, and all steel ties shall conform to NCMA and ACI procEces and recommendatOns. All masonry units and grout shall have a minimum compressive strength of 1900 psi and shall meet all NCMA specifications and recommendations. If muck is encountered In the road right-of-way or any other paved or building areas, It shall be completely removed and shall ba backfilled with clean, granular material in accordance with the recommendations of a Registered Florida Sals Engineer. I( hardpan is encountered in road side swales or any area designated for drainage, it shall be removed to a width of 2 feet at the Swale invert, or 5' outside of drainage area, and Shoff be completely replaced with granular material Contractor =hall b r n ' e es o sibs rf r I e to e o m al excavation in c orda i P p a c nce w th the Department of Labor - Occupational Safety and Health Standards Excavation, Final Rule (29 CFR Parl 7926) form Federal Regulations Tuesday October 31, 1991 and OSHA 2226 (Rev, 1990) Eecovotion and Trenching Standards. SUBGRADE-Subgrade shall be compacted to meet the density requirements as determined by the AASHTO T-180 specifications. Subgrade shalt extend a minimum of 12 inches beyond the proposed edge of pavement and the entire depth shall be compacted to 98% of maximum density All stumps, roots or other deleterious mafter encountered in the preparation of the subgrade shall be removed to a depth of 3 feet below the finished road grade. All such material/mafter shall be removed within 8 feet of the edge of pavement. The subgrade shod be compacted and stabilized as shown in the details with bearin and en i I r d, st determ'nations to g y be made by the applicable latest Florida DOT Specifications. BASE -Base material shall be compacted to not less than 98% maximum density as determined by AASHTO T-780 Specifications and Bs called for in the Florida DOT Specifications, latest Edition-Section 250. Base greater than 6° shall be constructed in two even Ilfts or 4" intervals and 6° beyond the edge of pavement. PRIME COAT -Bituminous prime coal shall conform with the requirements of the Florida DOT Specifications, Latest Edition-Section 300, and shall be applied at a rate of 0,25 gallons per square yard urdess otherwise noted. TACK COAT -Bituminous tack coat shall conform with the requirements of the Florida DOi Specifications, Latest Edition-Section 330 and shall be applied of the minimum rate of 0.08 gallons per square yard unless otherwise noted. SURFACE COURSE -Asphaltic concrete surface course shall conform with the requirements of the Florida DOT Specifications. Latest Edifioo Section 331. The minimum compacted thlekness Is as noted in plans. Inlets shall be the type designated on the plans and shall be constructed in accordance with Florida DOT Specifications, Latest Edition-Section 425, unless otherwise noted in the plans. Corru ated Aluminum Pi e Helical CAP shall conform with th FI r e o Ida DOT 9 P ( ) Specifications, Latest Edition-Section 945 Pipe may he helical and is designated within the plans as CAPH. Pipe sizes are as shown in the plans. All joints in storm sewer pipe shall be mode with either 1/2 inch neoprene or 1/4 inch strip sealonk gasket material. All bands shall be 12 inches wide. The pipe shall conform with Florida DOT Specifications, Latest Edition. Corrugated Aluminum pipe shall not be constructed under paved areas, unless otherwise noted in the pions, Reinforced Concrete Pipe (RCP) shall conform with the requirements of Table III of AStM C-76 and with the Florida DOT Specifications, Latest Edllion-Section 941. Ali pipe joints shall be wrapped with filter fabric jacket in accordance with FOOT index 280. All handicap ramps shall be constructed in accordance with latest FOOT Roadway and Traffic Design Standards and latest ADA requirements. All street pavement markings shall be In accordance with MUTCD. All pavement markings, excluding parking stall shaping (paint allowed), sha(I be themoplastic meeting the requirements of the FOOT P,oad and Bridge specifications, latest edition. All pavement markings on paver bricF areas shall be installed using the appropriate colored bricks to provide the markings as required and as shown on the plan sheets of the construction drawings. The Contractor shall be responsible for all traffic control .n accordance with all applicable Federal, State, Local and Municipal codes and regulations. Traffic conhal shall also be in accordance with Florida DOT Index 600. Utility conduits,rirrigabon conduits shall be placed per Owner's directions and clearN marked after consbuction. Gontroctor shall obtain retard drawing data on all crossng. PRE-CONSTRUCTION GtCNFERENCE A preconstruction conference with the Owner, Engineer, Contractors and any involved parties will be scheduled 6y the prime Contractor prior fo the initiation of constructon. MINIMUM CONSTRI rCDON CHECKPOINTS The Contractor shall notify the Engineer or his representative for on inspection of the following cheek points including but not limited to. -Prior to any major deviations from the approved plans. -Prior fo BockfiAing any hydraulic conduits or structures. -Upon completion of subgrade compocNon -Upon completion of base construction - urs for c r Concrete po p u ed in place structures 1 all sonitar in o -lam v morns P 9 -Poor to water main flushing -Fresswe testing of water mains -Prior to any connection to existing focillties Note: Any tests or observations required by the Utility Compoay or regulatory agencies that ore in addition to and more restnctiYe than above shall be complied with. /.<i~~ ~ \ ~ /' ~ ~ %\K/.~i E%ISiING 6R0UND \ // ~ ~ ~~ / ~ . C ~ ~//j~:' ~~ ~ REMAINING &1GNFILL, B45E AND j 24"// ,V~ SURFACE MATERIAL i0 BE PUCED AN MPA r A I D CO CEO PER PPRDPR AT E / 'M111N~ ~;% SPECIFlC0.710N5 OR MINIMUM IOaR // ~~/ ~j PER 0.ASHi0-i-g9 OR 98E ~ ~~ ~ % ~ :. PER usHro-r-faD. i ; \ . \ \ \ S MIN, ~ ~ ~ GRANUUR BAGNFlLL PL-0CED AND / C MPAC T INIM AI ~~ ~ ~ \ y 0 LEO c M U 98X OF ~~ 2~ ~\~ MANIMUM DENSITY. PER AASHTD-i-180. j~ \ ^tax ~ ~ ~ ~y^~ ; j z" MAx. s¢E. s Q i \ l ~ I(/ 1 V j ~ I y~ ~ \~ REDOING MATERIAL f ~ y MINIMUM 989. COMPACTION. \~ PEF A45NTa-i-180. T.u~ ~.~ ~ v~v.<v«~w r~ 1--- ~ - - - N93f§- ~` 1. REDOING sHUL cowslsr oP IN-sltB G6ANUU~a MATERAL oR wnsneo AND cRADEo t1MEROCK 3/8"- 7/8" SIZING UNSUTABLE IN-SITU MATEAIALB SUCH p5 MUCK, DEBRIS AND URGER ROCKS SHALL BE REMOVEO- 2 THE PIPE SHALL BE FULLY SUPPORTED FOR ITS EIJTIRE LENGTH WI7N APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PUCED IN A DRY TRENCH. 4. A KFIL H F F B C L 5 ALL BE REE 0 UNSUITABLE MATERIAL SUCH AS LARGE N MUCK AN RI ROC D DEB S DENSitt i STS AR R I I I 5 E E EOU RED N F001 LIFTS ABOVE THE PIPE AT INIERVAlS OF 700', OR Ai LEAST ONE DENSItt TEST AT Ni R F PIP iW N i GE E 0 E SEGMEM 6E EE TWO STRUC ORES 6 LESS THAN 300 FECi, AND70R 4$ DIP,ECTEO Ff! THE INSPECTOR 6. OENSIIY iESiS SHALL BE TAKEN ON ALL S(OES OF THE STRUCTURES, wiiuw FIVP rcFT nF lNc clot irn tar, ALTERNATING SIDES WITH EACH LIFT iESlEO. ]. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE 10 COMPLY WITH ALL TREMf,H SAFEtt Uw5 AND REGUURONS. B. SEE SEPARATE DFTNL FOR "PIPE INSTALU110N UNDER EMiS1iNC PAVEMENT - OPEiI CU?"' 9. THE AFFECTED AREA SHALL BE RESiORm TO EQUAL OR BEiiER C-0NOITION OR AE SPECIFlED IN PERMfT/coerRACT DGCUMENTS. TYPICAL TP,ENCH DETPJL Requirements (or pipe bockfill shall be as defined by Florida D07 Specifirotions, Lalesf Edition Section 125-8. Pipeline backliU shall be placed and tested in 6 inch lifts and compacted to 100% of (he standard proctor (AASHTO T-9P Specifications). STANDARD WATER AND SEWER SEPARATION STATEMENT 1. Storm and sanitary sewers crossing under wafer mains shall he Imd fo provide a minimum vertical distance of eighteen (181 inches between the invert of the upper pipe and the crown of the lower pipe. Where this minimum separation cannot be maintained, the crossing shall be arranged sa that the sewer pipe joints and wafer main joints are equidistant from the point of crossing with no less than ten (10) feet between any two jom(s and both pipes shall be D.LP. Where there is no alternative to sewer pipes crossing aver a water main, the criteria /or the minimum separation between lines and joints in the above, shall be required and both pipes shall be D.LP irrespective of separation, D.LP is not requred for storm sewer. 2. Maintain ten 110J feet horizontal distance between water main and storm or sanitary sewer main, as a minimum. 3. Ear m I ce an crossin w t r main shall b I id to rovide ae e a a 9 p minimum vertic I i i h 1 in h w n a dstance of e teen 8 c es bet ee 9 ( ) the outside o/ the force main and the outside of the water main with water main crossing over the force main, ~i~A ,A .".:~ -- `' 7 : P ewes r-e' mxo~ CONCRETE WHEEL STOP HANgCAPPEO SGN !ON S1EEL POSr ~,i ~_C ~.IOiOf 5201 q/~~~ ~ N 1 1~~~ ~ \."p Conc. Pwt. - ~ ~~ z Exp. Joint And Preformed Joint Filler TYPE D ~~ ~(4 anft rani. / PAVEMENT // / J PAVEPS ~ f /T _- 3000 P51 CONCRETE J 1c° WIDE HEADER SIDEWALK WIDTH VARIES arrt lwn nr -rnep n ~ ,°oo ~ a`aaime .a mr~w xArncl ~r~~ SLOPE TOWARDS PARKING OA ROADWAY Ai 2b MAx UNlE55 SHOWN O1HEft»1S1E e awe 'ru A°`+sxm r-Mo TYPICAL CONCRETE SIDEWALK SECTION DETAIL SOLID YELLOW THERMO LETTERS ~5.0' r-8"SOLID YELLOW STRIP / -N 1 HANOICAPPEO SIGIJ (6" FRCN rACE o< CURB) l W/ ROUND ALUMINIUM POST / aMrt ,a6% BIOEWALN ~~ t~ are __w £ /~ I m n ~ ~,~ ~ ~\ -I / ~ a ~~ f~_,r"a%aem ~~ ~ R mew srmrrvnavs k ~~ ~ °uneo w / 1 1/ \ '1 U HANDICAP PARKING AND STRIPING DETAIL NOTE. CONTRACTOR TO VERIFY ALL LOCAL STRIPING REQUIRMENiS AND CURRENT ADA HC SiRIPINC PRIOR i0 CONSTRUCTION. If CURRENT WRITTEN CODE DIFFERENT FROM DETAIL CURRENT WRITTEN CODE SHALL BE PAHERED 70. HANDICPP PARItING SIGNS SHALL BE PLACED BEHIND THE e' eIDEWAU(7N AREAS WriERE SIDEWALK ABUTS THE STALL PND OUTSIDE RTE ] CLEAR 2oNE NHEFE VMEEL STOPS ARE Nai PRONOEO. ~ / ' 45/ 1 TYPICAL 12'X50' LOADING ZONE DETAIL GORE STRIPING SHALL BE 8"SOLID YELLOW THERMO. ~ Ae"WITH 5' SPACING. BORDER SHALL BE 8"SOLID YELLOW THERMO ANO IS NOT REQUIRED WHERE LOADING ZONE ABUTS CURB. L q~m` _l9 _ ~ m., ~ ~ ~. v k a' ~mo~~M ~l /\ zo \ 4' TYPICAL PARKING STALL DETAILS NOTES FCR BALED NAY OR STRAW BARRIERS 1. Type land d Barriers should be spaced in accordance with Chars 1, Sheet 1. 2 Hay bales shall be trenched 3" to 4" and anchored with 2 - I" x 2"for I° dial x 4'wood stakes. Stokes of other material ar shape providing equivalent strength may be used if approved by the Engineer. Stokes other Than wood shall be removed upon completion of the protect. 3. Roils and pasts shall be 2" x 4" wood. Other materials providing equfvlalent strength may be used if ap0aved by the Engineer. 4. AdjoceM boles stroll be butted firmly together. Unavoidable gaps shall be plugged with hay or straw to prevent silt from passing, 5. Where used in wnjuncfion with sill fenre, hay bales shall be placed on the upstream side of the fence. FOR ALL PIPE - (CONCRETE PIPE SHOVlN 0.5 EY,AMPLE) FILTER FABRIC JACKET ALL PIPE JOINTS SHALL BE NRAPPED fOR ALL PIPE TYPES/MATERIALS I" ~ Optional Past PoslUons 2 Principle Post Position Post Options: Softwood 2p Oia. 0°, Softwood 2"x4" ~~;//" "f Canted 20'Toward Flmvl Hardwood Ig~~x l~ ~ Filter Fabric lln Steel 1.331bs/ft ~I 6'Max, Conformance 14ith ~- Sec. 985 FOOT Spec.) ~ filter Fabric 0 0 o c ~ ~ ~ ~ ~~ ~ ~ I Silf flaw M N~ ~ --' I l- ®-- ~J-~-~ I i ELEVA7ICN SECTION TYPE III SILT FENCE ,~ [ I° °I° °f~ Difch~ ~ ~ " _ Ditch ~, I, .jo L° D/7CH BOTTOM (PICET HAl' 6ALE5 AROUND 1NLE7 Sill Fence PIOIeCfian Around Ditch Bottom Inlets. NOTES FOt? SILT FENCES I. Type III Silf Fence !o be used at moll locations. Where used in ditches, the spacing for Type III Siff fence shall be in accordance with Chart I, Sheet 1. 2. Type 8 Silt Fence !o be used where large sediment loads ore anticipated. Suggested use is where fill slope is F2 or steeper and length of slope exceeds 25 feet, Avoid use where the detained wafer may Mck info travel lanes ar off the right of Nroy. 3. Da not construct silt fences across permanent flowing watercourses. Sill fences ere to be at upland locations and turbidity 6crri ers used a! permanent oodles of water. 4. Where used os slope profeclion, Silt Fence Is to be conslrucled on Oq longiludinol grade io avoid channelizing runoff along the length of the fence. 5 Refer to FD07 index 102 for additional sediment control and silt fence details 6 Contractor to remove sediment when deposit reaches 1 /2 the height of silt fence. 7. It is the contractors responciblGty to ma'mtoln the integrity of the sift fences. Na, OAiE REVI51eN BY ( BMn J/( +- ~/ ~ 1 I ~~_~,~ y T ~ e\ ~ ~~. - ~~~ $ I -,. I - v SEAPDIPVTE MARINA PAVING AND DRAINAGE DETAILS UTHERN DESIGN GROUP, INC gineering, Planning $ Prajeet 4anog<menl 19 Hapbvrn Avenue. Suite 204 Pxec Horde B64sa s6f-T4a-osof Es. Asfo-e uAlejos ~'asoia I cntuneD sum RAwmc nu. MAW N% - 6~L SHEET 9 of 19 MAY p ~ 2007 ~6 3~-4,. S,: + vN 56 PuN GRACE-~ gyp, C \ ~ FAauE ANC cRAIE oR uANHaLE covER (usE iro-E (sroRMf) 4._+•. I :, BRICNASAEO- GENERAL NOTES FOR TR~JCTI~RES: \/ ~ ~ C~, ~ 6~ ~ sAxouRSCS S, I sEE s~ue~ct-s~IcNN crIEOUFlEO o40 0~ ~ N N 2d z~_0 2y I. Inl.w ,nml no.. a" minlmNm woo +nl~Rn.aa -~` ~ I -~ .- pnd all 9rolee shop be demeal c. L \ I 3 ~,\\~\ ~` ~' \ ~ ~ -1/1' t-1 '1" ,~~~CONSi. JOINT PEPMliiEO -0 •' 2. Totals sublecf to min'ma debris should be consM1Ueted without alas. when debris Is o '\ ~ \\\ ~ o r y a i pramem mlers :ncwa be eanstNded won alola. sonad mien roaor.e wnnln roadway ~ ~ ~ ~\ S ~-OPTIONAL KEl' i0 BE USED Otl n .I M ~ M clear zcnes and In oreca occasalble fo pedesfrlans shall have froversoble slots. the riL 6" IAANHDIF nIA ^ 8° 9 8 8 #roversahle slot modllleotlon Is nef adaptable Ie Inlet type H. Slola may be conslruoted ~ \ ~\ ,~ 2 ,~t PRECAST TOPS IN LIEU OF DOWEtS ,y - m zl ~ ' O ~ ~~\ SLAB ]EPiH __ H a f 0 al either or both ends as shown on plans. - \ \ O~ j ~~~\ ~ ~""B m ~ ~ N' 3. Steel grates are to be used on oli Inlele where hlcycle fraflic Is onticlpaled. Steel gro3ea \'y\ T re fa be used on oil Inleta with Ircvenable slots. Elther cost Iron or steel grates may b. / \~\ ~ ~~ y-~ \ N ~ _ 0 0 ' used on Inlets wlhhouf slots where blcyole hofflo Is not aoilclpated. Elther cast Iron or /~ ~ \ i ~ `- PIPE ~ ~'4 ®12" O.C. EACH WAV o ~ Z ~ of aal gmles may be used cn oil Inlets with non-frarersable slcls, -~~( ~\%\\ '\'~ ~ `\' ~~~ ' LL X 4. Recommended maximum Dlpe sizes shown ore far concrete pipe. Pipe sues larger Ihan '~/,, ~' ` \~ ~' ~ 0 ~ ~ ~~ o ~ - PLAN tnase ,ecammeneed meet b. rhecFed tar .L. `>7 S"~, ~ -~-\ ~'~j ~ - \ ~ 1 ~ ~ PLAN a ~ ~ s. An eepoeea earn . and saga, or aan~rae are m ba aneasered. 9, R. - w ~ - ~ s. seaamq m b. aeea on all lnlera nor mea+ea m Da.•e ar I -~ \\~\Y 5/~~,~• ~ p v 0 ~ ~ ~ 7 Far aupplemeolary derolb sae F, D.O.i, Index No, lot. (~~-~ \ ~` Y~ \, ~ r` ~tn SEE 5~0 DESiG!d SCHEDULE m F = m ~ N 0 y~~ 3~-M1a 53" e, CRATES IN GRASS AREAS SHALL BE USF bii5- 6410 ~.II J I ~ `C f~ Z . . ~ B I B 1` 5/ y I I ~'_Q'+ I ~t N GRATES IN PAVED AAEAS SHALL BE USF 4fi5-6109 (asphcll povemenl oreos) ~- SLAB DESIGN ~ I N~ 8. A 1' Sll NP SHALL BE PROVIDED IN ALL DRAINAGE SIFUOrURE3, { DIAMETER 'lA9 SYAB REINNACING SCNED. 1 i ~ oERrN iwarNESS (1-wnrs)^ ~~ ~ ~ ~ ~ Grate I T I d lo5'-ao' a' a v sa w/ R I ~ 2" OI. ~ \ 11 5' 05'-30' 9" \~ a ~ ~ Z ~. 1 a~aY sT. ~ ~~~~ _ ~ ~ RORI/1 $IdeVJQIk I s' oa'<e' e• oax so. Irv.; Fr I ~ 1 ~'- ~ a~ nJ/~ BRACKETS~BLAOES ~ / ~ e Widthf3`h1in.!-~ / "-'R e'<lB' a' oax sow.!rr. I w-~_-~- ~'~~aegrR C ~ ~/~`~ ~ . % x' Alro e' as' < s' la, ~ 12 era' ~ ~~ r~~ P/az, ~ ~~ / ! ~ ta'<pr /o• o„~n ~N/~, I SECTION ~ ~--.--~~~4 ears ® ~T~P ~~/\~ ~ _ r / ~ • cruoE sD srEEl oA ao Ks ('MRE FABRIC) 12" Ctrs. l x ~ l !I ~ EoR aoDlrlorwL INroRMnrloN. RErEn xD s' p1P.- ~~~ ROrop l1Fd p~ ~~ ~/ FoaT INDEx 8 zoo ~' `• sidewalk curb ~` ~ ;l / TYPE E ~JLET DETAIL sECrioN I:XT QoRROSS P J// W!LOCKING SLOTS snN HEx BoL~' l /' j/ / i I rE P Miyl4H~LE /IV L.LT DR ALLEN SLREN`b _.._ ~~~ //-~ / / ROUND (NOTE: sELrloNS snows FRAME svsrEaq ~q pp i , B~~TTOM SE~~OI~ REAR VIEW ~~" '~~i~ ~i v ; p~N ~ADE- ~ T~Y'P E C ! PJ LET D E~AI ~ ~ --POST EST `AP `°R - ~ ~ ~u~ cFIaNNEL FosT -FRAME AND CAAiE OA MANHOLE COVFA (USf Ix0-E (SrOP.Mi) SrEEt /• eRlcx as REa.-~ ~` ~ Raapmmended Moxlmum Pipe sixes T 'III II-~! TT cHnvrvEL I - sie ' r ""=f ~ -/ 1 5 COURSES \ \ SIZE OPENING IN TOP SLAB 3~-0° Wall-1F" Pipe D I I.~ I I LJIJ t V ~ PDSi O ./r ~21 Loading '"ax ~~ ro cDNEORU ra cAA>E oR n0 a'-e" wall-a2" Alpe , sEE SPEC , 1 CONFIGURATION SPECIFIED ON ~j.' --~ ~~ _T - PuN wEw a x' soup sHAU eE aRO~DtD IN Au DRAIxacE sTAUCTUxes. Recommended Maximum Pfpe Size: _~ ~ - t - / ~ ~ C ~ ~• _ ,' ~\ RJR ro Eoor INDEx @1oa ~fv~ T~ ~C~ 2G) w,~ ~r' -FOR suB ANO AONFOecINC scueouLE 2~-0° Wall-18° Pipe m _. _ ! / -~ I--a~ rN IP' ` _ ~', ~ ~PANC, BASE ~.~ -- ~'~ b ~ i; 1" t-t/c' .~corvsr. Jrner PEBUrNEO 3'-1° Wall-24° Pipe ti ~sxlb,, GiN, eaT RaDms ~ ~ STAPdDARD GRATES SbALL BE 621; uxEN PONSt&E / ~~OPTIONAL NPf TO BE USED CN HEM FUT SiRUC~nIRP PRECAST LOPS IN LIEU OF 0014EI-5 A 2' SUTAP SHALL BE PROYtp EO N All DRAINAGE STRUCTURES. TYP II,AL STOP - ~ roP viEW szC,N RLa~NT ~ SLAB )FPiH OIMEN190N - A" ON 10" 4ENER~S~EC1[I[pjl Dr!.D ~F- - [Ni ~ADE AL[Oa k9-p54. 6OE] G A GY i,, C ~^~~ Ft NED. DE RFASEO V q: 0 NIIIIJ IiJ;SP ~?~~I{I'~ L i _ ISiMC CR4,Np / txg wtrtx ncnmsi uus P~~mm~ M[iN p22~] REEN S. D, HL! E B CK- DJ D OR 5 B R I'., '~' --- PIPE ~ kE ER rC f00r IIOE% x'200 1 OtF p ''R ~ I --~ ~ ~- BU - glnF 101 xl DR 36 ~I - I FOR w>LL` At0 REIIJFORfhVG SCHEDULE ~ FOR FuCFUENI Of / vcr CNI.DR ANC PnrrERh :' DiFERS Iry~ II`1 A _ ` l BdLHiILL OVFP-IPE I I i S #F SPEGNCAf ON EriEPS P J ERIE B 2 j~~ I 1I N x ~ I ( ` cot Hrt NiLV a EDIA s'_ z )- ~ ~ I~, i J /, ,.r ~/. / ~ i I w ( / ~ SERIES AH E l I 0 Rump /1 (id ~~ (1~~.L ~ / ~ __- ~ ~ j _ ~ ~ e I I I EF KES EL I'S f SI . /8'R ~.~(2N.lT~F I., I(1 tT ~i//i ~ /'// N HrFER t0 FDOr INNEX ~2N0 Na a < IPE O.a.___ 11 _PPOPOSFO PIPELINE poll I'I I I I p tRAt tOP 10 A I IE 3A'(- 4REfM1 L aG4 ~I1, SH PER ,1 M 4-t2i LINE SILN '. 2'0 3. QU .' ~ ~ ~ ~ "" HD rr AN tux s. sIL tl / s..ar LA RIJDED A rsB s'yz' a' ~~ x'J ~~~ ..., ~~~,, r ~. ~,,N -~ a~u Mi i o~w~ ~~/~\~`x "wrerera is aA urrs in a/ueoAncE RbIEN Nq aE sr7. ~nt_.. an zo Nsl PLAliE .`.ECf771 s vb' vts' sl'z' y / Da - tNS x sIM1' _ nAxo PucES per ~ ~ cn I RI t u~. ~ ao ao IcH Imrc sir , ~ pp /~ 3w ~` ,~,//:' ~C~ ~V / I ~E f IV641'J ~'J ~t/ I~L~ ~ ~ ~ 1-~ ~ ~ ~ T~ ~ rcai lD,N D PCR INrErsrLi tDN ,i tNDL.aifD D, /~~ ~; Ib ~ ' ' X^ ~' / nur..Pnuuw, sra GN *NE ..An„ CFIANNt_ PLJCf 1 i ,- ~ LLndIRQ >O(_IQPE (: ~F(7A.r/;I,II~Q F; ~ -~~LOwER auepanxr ra sE Sluaco i L 1 ro RECrEVC elPC eau •ro eaaReL. 11J ^ l' r r _/~ /-l l'Gm~l w r~l t~ ~ ~ •I~In ) FoR ApDIiII)I.nL IyFOAM1tA Y N, REFER iD f%W vIrWNCSM StOGf SN R G FC! ~ I no to en uiKm w~o (w /I CSI CDt1f'. PA1f ~ DCLEiE IN P5'. '(P I i YIL J - KLC I I ~ ' n~t_, / DOT I,IDCN '~ 200 SHALL CON! RM t0 O.S.H.A SrAN0aR05. '4 y C u unr• wamnpc to vex Msx a r vc RIC4r DF Vnv _ F~crR-+v pRE,P fln,E ' ~ ~~I~~I FlIVII STOP ;I~~~I \ $AW L"llr W[.$I ~~ ~R.%IN LINE SPFf.IAI TY PAVEMENT SfC710N (L,S' ~C~ Eor,E uraEANU STANDARD TRENCHING PROCEDURE caosswALKS / VEHICUUA AREAS \. MA .H ERISI VV f I ~~. _, __.,~ _ 3" exo t ~ _ / rna BR TD coR/wA E 1 / m accoRDANCE wtiH aA V.q t.naES, S-i ACS. C..~' wLEE CRATE ArIPHOE e E ) I~ C~MFAt, 7EJ ,UB~RapE r I I V I I I VA IG1 Dr AAFE tV- yx BGRAp~ , ~~ t,CMrACTED T~~ wN* w, 7 l~-z I a' '~ wEiD 7o ro cash r .e ~ t PAVEMENT (ELEV VARIES -SEE PLAN) e I I I r LIM@ ROLk BASE I ~ ~~`~- ~ T L~NC Ar D's -T u' _ _ - ,' n _, r _ oc. - __ - 13Fl. E PDLRSE ~ ... 6 ~ _ ~ 'LB R. iv(' "041PAC'EP ggq AgSNTO i 'AO Lb LER ~~',/'` ~ ~q. ~ _ __ _ S1iBLN O --fILTER WRAP MIRAFI 140NL e ~, A 98 AR Hr0 i LAC _ _ - ~ _ OR APPROVED EQUAL J~I-, TII,N e6 °8'R ~,' (LAP2 MINIMUM) ,<R r awr ,Prr, (_. ( l ~ r ` ~ p ao o p~wa ,~ ~ ~~ NsiuL wNG uoR*AA E+: - ' E EV J I C ~I(,r1 L V ~ rL f aro eRlNU ~15Ep CONC. ~ . n r ~. ~' - e" ro andusi eAarE EEENAnoN es?FSL r w^cPER tx uFTV SLOTTED 18 RCP - - Os= ~. Ir( ErtllR~I41~L_, ~~) '7L t 10 INA, GAAOE (MAX 2 2 FES / m, CLURS6 O~ BRICNI. 1 ~"IhLLEi WWALL 4 R E,:OAi6 U.. 'AL. L z cavrnrto s tteuNno vstusxre rs/Iex>ri -- 1NPICAL__ ~"'3'eQrys~l 10' Cd Ri PdiN CFCTIa ~ REF A TO CATCH BASIN INV-Et FV ~7-p NGID 6 $$t -B NA CTED fON OR ROCU BASE LBmDO~ ~~'~O`°9°~~ PndER LDLDR ax0 PATTERn er DrxERS .l tL L Pm ELE`/. I N' =°o°=°^ _°_°^°~°°°~` ~~ COARSE GRAVEL (WASHED) > I ~ - ~ - REFER TO FOOT I DF% Flr,e DNAa even ra i eon o0oaeoo,a=oeo^o[e`, ~__. a 1 ra. crz0 sue Pu ~ PoR GP.AVEL SPECIFICATIONS CATCH BASIN (INLETI COLLAR DETAIL NGw ~~~~~~~~~~`~~~~~~~~~ N ~-- - 5 N0. 4 (I-t/2" TO 3/4") ` w~ C{ rl L~~! ~-+t E~TI I !-TCPd o ~ o ~ -,RIVE isLFS a aA~ wArs ~ I n ~ Nora. RwowDE a smco BEaRInG EoA INLET RaE EGA siAUCruRES wlnhN Pn':EUeII E_y,FfLTRATII~N THE I -H T'i PICAL StCTCIN CONiRACiOR SHALL SUdMI ~P ORANVNGS ARP/IEW BY E,46.NF R. ._ NT$, US. FOVNOARy hAAME ANp H000 GRATE i t 4rF ELF ~ , .pll Er FRAaEE fb51I S\ 4ND CAP.F i~62701. 1. TYF = ~ ~ ~ NON~PERFORATEO PIPE TO BE INSTALLED 8' FROM i; ~ `-- '~ ,'ts FRAME D c+urE ,n. mss-szwl s STRUCTURE. TRENCH TO END 5' FROM STRUCTURE. i ~ ~ - ~ ~ ~ °A'EMEr7 ~ ~ - _~ TERMINATE TRENCH PER F.D.O.T. INDEM N0. 285 1 `, ~~ ~ -SIZE C iJIN IN TOP SLAB Lqs nrReR '~ ~ri AI rv+o u. ss s e.tix ~ e" FOR ADDITIONAL INFORMATION REFERENCE F.D.O.T. INOEH N0. 265 1s v ~ - ~ i0 P NFOP~h1 70 FRAME GR EtD ~ - - BN r.K AS PEC --' cnrER w ~ ,~ O Ts. - Y CJWE G'~r7A ItC'I SPECIFIED - it RcP ~~ A r~uasE ~ ~ _ I C = -1 (~ ..--I Fr ~ le xA R _ ;' rBLS ccNacE rc BAR ' I ^.,.x NLET counR/ I us ucN L R R C aow Pst I d A ~r PLAN v'IE'N FJt ~, PS Ali. ox,csns '~q fEP TG FDOr INDcM ,200 (~^lo uu - -A' r aD 5 o EMttvnra4 4 , Gv fiSE OG BA'CYI, `2 ` TYPE S-Ili ASPHAL C CpNC.FfiE 2 LriS) INP'r W L RC ] PRIME CO ®0 0 VA TOP DF BAIJN EtE=B Bt ~~ HOODED" D~A'IPJAGE S1F"~ il,fURE ~ i E~ D I EASIN I E ~. a ruB~ s' crmP cttD codru LaEROa B.ESEIraRIOD~ S~PPLtIN7E MARINN e" rHCI wncRQE coLUa -~ (-I~T~~L_ L ~ 'SCI Eo uPm qe. of s^ PER s a. r-lea. ~ PA'v N~ ANA L)NAf('(AGE srtu_ 1 rA PA..iEO 5 BGRADE IDAiE RE40RD DRAWING (1N~A BY ~ - NmE LocAioN of earroM sECrloN LF sTRd~TURE CATCH BASIN~NLET1 WITH se9.DEN9tr PER A>s To i-lea nETAl15 BmroM Dv DE<EtnloN AREA r ro _° P.cP eNALI sF oFTERMINED aasED oN THE EDIAL LncarloN FRAME AN(1 GRATE T~Y-FICAL PARkING LET F41 ~P,1F JT `Cr~TIC'ITJ --- __ _ of r~E FRAME nND CRATE Reu,rlvE ro >NE e Cosa AND - ~ SOUTHERN DESIGN GROUP INC I ROAON4Y GEOMEiR~ ORIENTATION ~F STRUCTURE SHALL TYFE i, BOTipld SEC110N SNOWty ('4RKIPlC S?AL~S I PRI; f~LE NIFW ALCM WITH THE NP SLAB OPENIIJG ANO ,TIER GRATE LOCATION. Erg'nee. g PI '. g k P ed Mc~ag~m>nt DETAIL ~F I~O~hRETE i',I~LLAR 60pi<;piNraasaas~sil`~uowl ~~ coLUR rc BR EaRUEn AND couAED v PrnrE A4N Bab c cAlt d ro No. N~PL N,TS I i1/oB ADDED HOODED' GRATE oErwL aMU r I Mu KEU saEt/ ~R hE d.: 19 Na. Da?E AePSON= l By Rua uew x - I~AY ~ ~ 2001 ~, WiDTH UARIES - SEE PLAN SHEET 30 1 70P OF BANK ELE. TRENCH DRAIN SEE DETAIL THIS SHEET VARIES REFER TO PLANS -- VARIES r 10' --"- PROPOSED 20' -+ PROPOSED BUCLDING /-EL6 6.0' 2.5' `SLOPE TO MATCH SET BACH BUFFER F.F. EL. = 6.0' / I ~ BOTTOM ELE. VARIES SITE GRADES VARIES y/ r- 4A' ~\ EIE. 3' OR 4' a TUP DF E%. CAP ° ~ ~ /- .. . .~'t~~~ ELE 5.5' 4 4 ~7~ARIES =5.50 TO 6,23 CONC. SLAB PIPE TD PROPOSED CAP (BY OTHERS) PROPOSED ELE = PPPROX 5.P'-7,0'~ ~ EXIS77NG P.IP RAP RUBBLE <BY OTHERS) DRAINAGE SYSTEM L` '~WIOTH VARIES-SEE PUNT ~~ ~ PROPOSED MINOR SWALE APPROX.= 5.2'-5.5'~ PERIMETER SECTION E E ARV oErEtinoN aREa (rvP) PERIMETER SECTION(~A 42,0' MIN fSEE PLAN VIEW) - PROPOSED ELE, = 5,44' I ~ PROPOSEU EL E. - S.SD' VARIES 0' TO SS' -~ +~- 10' ~-PROPOSED 20' I ~ VARIES (SEE PLAN VIEW) SEi BACK BUFFER PROPOSED BUILDING o _ ---+- 5 172 ~ ... 40 ELE 6.(' F,F EL. = 6.0' ~ d PROPOSER I2' CONC T I l VARIES `MEAN HIGH WATER VARIES SEE PLAN VIEW aa.b l ' SLAB (BY OTHERS) ~ ° _ TRENCH DRAIN SEE -ETAIL THIS SHEET ~-- TOP OF CAP = 5.50 ice. -"''T , + //--J7~ ~ C /pp I~ .[ PROPOSED BUILDING ~ ~j 2~5~ '$~J& PROPOSED MINOR SWALE = SS' TO 6.0'J / EXISTSN6 RIP RAP RUBBLE F.F. EL = 6.0' ELE, 6.0' '- ~~ ~~ ~,',~~ n~\ ~ PROPOSED CAP (BY OTHERS) (EX. ELE. APPROX. = 3.8' TO 4,2'~ VARIES 4.0' vL~--<-~ / PROPOSED CART PATH -~/ \~ ~(~ C~ ~ .. /~ -- PROPOSED ID' PVC PIPE % ~ ' VARIES FROM 5' TO LO' PROPOSED ELE = 6.0' ~ ~ / ~ .~~I ~; ~ ELE 55' TO DRANAGE SYSTEM ~_~-•~ (E X. ELE APPROX. = 4.L' TO 4.2') CONC. SLAB PIPE TO PROPOSED CAP (BY OTHERS) (SEE PLAN V[EW FOR LOCATION) , (BY OTHERS) DRAINAGE SYSTEM oRawn ar aco Draw PERIMETER SECTION B B TrMtAL UE,aIL FOF ,nFGBMATION ONEr (STEEL DESIGN ANO SLAB CONNECTIONS 6Y OTHERS) ~~~ E%ISTMG CONCRETE SHEET PILES PERIMETER SECTION F F ~smL ANCHER e e' a,c, <BY OTHERS) lD' ~ - - PROPOSED 20' - r VARCES CSEE PLAN VSEW) SET BACK BUFFER w d L'---_J POOL DECK TRENCH DRAIN DETAIL ~ BULKHEAD -~ (5.0' WM EASM t- vABIES SEE SECTIONS E - E AND F - F THIS SHEET 2% MAX ~~-MEANaNIGH WATER VARIES SEE PLAN VIEW "--- TOP OF CAP = 5.50 100' FPL -- EASEMENT EX, HEAD WALL TO REMAIN PROPOSED MINOR SWALE ~6,5'-6.8'-'~ ~ ~ ~ PROPOSED 6' SIDEWALK (1' FROM R.) E%ISTING RIP RAP RUBBLE ' TOP ELE APPROX=6.5' TO 9.2' ~ PROPOSED BUILDING ~ A - PROPOSED ELE = 6.8'-ZO' ~~- F.F. EL = 6.0' ELE. 6.0' % ~ (EX. ELE APPRO%, = 3T TO 4,6 ~) Y ~" ~~ i- EX ELE APPROX=7.0' TO 1084' w 6,0 m e ~ EXISTIMG -~~ 20' ACCESS DRIVE ~ I5.4 ~G 70.D - PERIMETER SECTION C C T-EX SWALE ELE, APPRDX=S.' TD 6E' APPROX 2% 20% MAX B.50 PROPOSED ENTRANCE TO SITE PERIMETER SECTION G G C'-__------__--_' -T---_-- aPPR°X''.4` - SAW CUT AND MATCH EXISTING ROADWAY ~'-~ b ~ -- t-' SET BACK --PROBasEnR2D' VARIES (sEE PLAN vlEw, DRIVEWAY ENTRANCE SECTION III-ll l POOL DECK FL NORTH ENTRANCE DRIVE - VARIES \ NTS ?% MAX `-MEAN HIGH WATER VARIES SEE PLAN VIEW yf _T_ ~ 15.0' WM EASM -- ~ ~ ~- TOP OF CAP = SSO PROPOSED MINOR SWALE = 6.5'-6.9'-~ ~ ~~~ ~ EASEMENT ~ PROPOSED 6' SIDEWALK Q' FP.OM o C, PROPOSED ELE = 6J'-7.0', (EX. ELE APPRO%, = 4S' TO 55') ~ PROPOSED HULLOING E%ISTING ~" l,U F.F. EL. = 6.0' i SEX. ELE APPRO%=5.9' TO 6.9' -i 20' FlCLESS DRIV_ '.8-~-~-60 30,8 PERIMETER SECTION D D_ , - ~ --" ~ ~ ~ i EX. SWALE ELE. APPROX=5.4' TU 4 T PROP ]SED ENTRANCE TO SSTE --APPROX. 2% 4% MAX 2% MAX 7,30 E________________ 7% MAX PERIMETER SECTION H H -saw cur AND MArcH EXISTNG RoADwar DRIVEWAY ENTRANCE SECTION (J J rB sourH ENTRANCE DRIVE PROPOSED 6' SI DEWALk q' FROM R1 A NTS EXISTING ~ ~ °v -~ 20' ACCESS DRIVE' II- I I ~ I ' X ~-6.0-i-t-- 10.0 _ APPROx az I i I~~ SEAPOINTE MARINA C _______________TMAY 2% MAX PAVING AND DRAINAGE '-~~ DATE RECOno oruwlNC Dora sr DETAILS 6 NAX TYPICAL PERIMETER SECTION (K_~ sauTHERN oESicN ceouP, iNc REFER TO PLAN SHEETS Engineering, PI®log & Prolec4 Management 609 Hepburn Avenue, Sulte 104 Jupiter, Florida 3d 458 681 -74}-0501 WN ESE 51>[ VAIt JUH rvV. gy,U A/O6 05010 DLSIGNtO G'HLGNEO ~ SGaEE HAWING NU. - N~ DATE RFln=,nN: RY .,, . ~ia~p ~~in, s~ SHEET 11 OF 19 e~a~ a ~ zoo7 ~1 ~~ ~ ~~ 112, \` 2 ~ 1, ~~ ~ ~ 11 11~ ~m l1 o O~ 'O ZM 9y F ~, i 1 N P" ~ ~ C ~' o Z r 1 0 ,2 OPEN ~ AOAO PER bETAIL ET 18 OF 19 111 ~ TAP E%. 8' P@ 1 (I STAw B 7APPIN6 , EYE ~ 1 A DW%C e' GR P T Na ANO CLEARING. ETAEL ON CET 17 OF IB, PIPE t ~ SRE D MATERIAL 70 CONS CRON) T HOkE EK FM TO VERIFY pEARANCE (dDDI ONAL Fl NC MAY BE REWIA ) E10ST. DIP FM - 1 CpNNECi i0 EXIST ' OIP PLUG VALVE. / Zr THREADED T E S1MC PIPE AND N R IRED (VE9FY PIP Ma iAt PI90R ro POINT DF SERN 1 m A m' 1 m d F ~ o b t^ o d 1 ~ A N F m ~ of 9 ~ a G m m d Z 2 1 ~ ~„, ~, o e~ o ~, d '~ Qo~~E o~'~ ~~ oo°~~- ~ INSTALL(62~ WA7ERRETAP-BMAM)- I / ~--- - -' - _J9 ~lp=F SETBACK °~;,i AND I' wA>ER METER w/ A 1 - ~_ -° --- _ - - - - - `~ aN~s ~~ni eu R _ ~~ ~' ----- __._ - - ~ ~ /~~ ~ ~ ~ ~ 9' E SERVCE ~ -_ ( ~ -- / 1' WATER SERVCE ~. 1~ ~ - L~ADIw~ ~t ~F - 2 STO RY ~~ 1 ~ ~-. D3"'~ C2~~ ~ ~ ,,; ~ MEMBERS CLUB ~~~ E%, FN A1B7 IRRIGATII~N ~ ~ ~~~` ~ ~ m ~ ~ SERVICE TD BE R ONED AI~~ ~ 4 5,168 SF~ Pwccco o RI T GGPP w7711rII 9 INDOOR / OUTDOOR tll NE. (~E DEN~LI~I PLAN) ~ , `1 _ ~~~((( _ 1\ DINING, SHIPS STbRE, 1 1'11` ~ \ ;~ - CONFERENCE / ~ ~ ~~I F.F. ELE B D' \ ~ ~ 't ~ /~1J~ ~rs~sw h HmR~ -~-- _ - - ~ ~~ ~ ~~2 ~ D D, ~ ~~ ~`~ ~ / ELL,IINV. I ~ ~ ' ~ ~ ~ c2 , PDC ~ a ~ o GT 1 ~ ~ ~.:; \ - ~ ~~ INSTALL FlRE H171R~._-..~-r- -~' 1V''~- .~ a• - - - ~ ,~ ~ a INSTALL ePXB'bTEE W/BBC. VP~ ~ 17g L,F, D~ WN ~ ASSWBLY Al W/ a G.Y. S ~ l~ _ .. ~~ ALL B'y,B' TEE W/ 2 B'. INST APPRD%. ~ ~ ANO B' X TEE W/ B' G.V. ~ ~ ~. f ~1 t ~i I.. 12 1 ~~~ 1~~```~\ III, i ,111L~1 ~`~11 .1,`11 1 ~ d a~',1 r 1 1 h , ~~~~ I~ '~ 111 ~~ 1, 1 mA1 0 ~ Dsgll r^ y ~`~~ ~~~~ ~ ~ N ;~ ~~``_11~ ~, °.1 ~1J1 1 y F1A INSTALL 2 0 4' PLUG RESRiMN VALVE A9 E 512E AND ~ 2 mucnDN) 1 12 1~ 2 • ~ 1 1 1 t aE Br Au A ~ A cr, ~~ O. a ~ ~ ~ T T 1 ~ ~V ;~ u` 1\ m a N 42 t `1 , ~ ,m. 2 S - INSTALL FtAE ~ WAND ASSEMBLY REDUCER AND a GV. ~ ~ 1 \ OPEN CUT AD PER -~ ~ ~~ .. nttAll d A!'F 10 1 ~ ~1 \, 6 REDUCER 750 GALLON GREASE 1RA~- I.t ' 20'WAIERMAIN EASEMENT (REFER TO SHEET 1B tl' iB FOR DETAIL) ~ C.O. INV. EIE•0.31 ~ lat T _- ~ \ CS ~ o5;r7\ \ ` \ L„ Ds ~ i j uaNlr Des-k!(oa ~~ ; <. ~ ~ ~ I ~ sou 10.0 ~ / C22 CI 2A ~C1 ~ \ NgtiH INV. &~H1.07 , \ ' ~, f ~ ~' ~- 1 ~~ ~ ~ ~ ~~~-----=~.G~ iH INV -(-)2~ I Gel \ ~ DSp31A ~- •(-)2.82 _ _~ :.E. I I I ~ - °DSA6 ~ P, t Fm. r ~~ PROPOSED 2° SCHEDULE 80 BELL ENO SOLVENT / ~-: P-12.0'WATERMAI~ EI~MENT ~ NF1D PVC fN (M TO HAVE MINRIUM SB' COVFA) -I~.~_, --' INSTALL PRIVATE UFT 5TAMIN (REFER-/ I ro MEET la of Is FOA DErNLS) 1 ~~ ~~ 0 cDNSmucT u+PRO». SLOPC (C 590071% _~ B' SAN SEHNCE (C-A001 AT •zynec c.a A+v. LI~•(-)ti47~' c.o: e+v. EIE•(-U•~-~'' DSA12 -- ~. ~~ _ OSp33 ~, D DSg34 , e F- ~ ~ -MSTALL 15 LF. , ,.. I 8' DIP Wll I ~ INSTALL e' RPi 1 ~FlRE DENCE SP/2 WSidl 99t C TFE W) 2-e' 6Y NL ~ E HsTALL e'xe . ~ TnMP. NMY ro sw>H r¢ W/ r av. ~.~. ; ~ ~ C24 0 / ~J Dsgle O ° CEt .. 45 0 DSXI4 _ D& - !/ iJit)il~lai9a ~ I ', 1 ~120'WAIERMAIN EASEMENT C25 [ 5l{~19 r ~QSSNCZ ~H~ 1'~ CIB B o 10 ' P~ CI B.O.P. S' DIP IWI.4.20' C7 B.O.P 1B RC 1.7 ' ' .D.P. B' SS. • 2.40' 4' SS M .3.20' T O P T.O.P. 9 OIP TRA•0.71 ' ' CIB B.O.P. B' W.M.•2.55' . . . C1 B.O.P. 4' S5 fN .2.92' C12 B.O.P. 18 RCP •1.71 T O P 12' HOPE •0 71' T.O.P. B' S.S. •1.55' ' T.O.P. 1B' RCP .1.95' 18' ACP .1 77' C1 B P O . . . . C1J B.O.P. 9' W.M. • 2.00' ' ' C20 B.O.P. 15 RCP•ZJtl T.O.P. A' SS .1.70' , . . . B' DIP WY•0.71' T O P T.O.P. 12 HPDE .1.50 ' ' C21 B.O.P. B' YRA•29S' . . . C3 B.O.P. IB' ACP .1.71' ' ' C14 B.O.P. B HOPE •J.JD T.O.P. Df. 1Y WM . 280' T.O.P. B' S.S.•0.23' C22 B P O 2' Ad.3 0' PvC 55.0.11 T.O.P. 9 C4-C7 B.O.P. 8' DIP WY•J.45' (TO BE FlF1D YERIFlED) C15 B O P 1B' RCP•1 71' . . . . T.O.P. 1Y xOPE•1.tl ' ' T.O.P. 12' HDDE •2.85' C9 B.DY. 9' DIP WM.1.75' ~ . . . , T.OA. B' OW WM•0.71' C/8 B P 1B' RCP•1 O 71' C27A B.O.P, 4 5.5.•J.BS T.O.P. 15' RCP• S..u ' ' T,O.P. 18' RCP 3.25' CB E%. 10' FI2 (PoT HOLE) . . . . T.O.P. B' WM •0.71' ' ' C2J B.O.P. B WM•27S T.O.P. B' HOPE•2.0' C17 B.O.P. 13 RCP•2.J0 C24-2B B.O.P. B' WM•2.B' T.D.P Y WS • 1.70' WM-JOIN15 CENTERED OVER CROSSING T.O.P, tY PVC•2.0' TEMPORARY SAN;J sERWCE G0. INV. ELF•f-N.OS c.a:INV. ELE•(-,,.86 ~`~ goer SroRacE # ~ 8~,4~2 ~I ~yy5 ~a ~~ ~~ ~~ 12' 13 14 ,. 15 LEGEND ® PAVERS FINISHED GRADE MANHOLE(MH) FH SS CO WS MTR FM WM INLET FIRE HYDRANT SANITARY SEWER CLEAN OUT WATER SERVICE WATER METER FORCE MAIN WATER MAIN C.O. INV, RPZ FIRE DEVICE GT GREASE TRAP FDC FIRE DEPT CONNECTION H WATER VALVE SIIRVFY ARRR IFy A "' BE BIlAiEO ELECTRIC BT BURED TELEPHONE BN BUPoED CABLE TELEVISION CONC. CONCRETE ~C.O INV; ELE•(-)117 BLOC. suuDlNc Howl HEmwALL CLF GHNN LINN FENCE ~ HWF NOC WwE FENCE / WF W000 FENCE 1~ ~ NV INVERT G21 INSTALL APPROY. SBO LF. 9' OIP WM C26 ELE4. ELEVASION TOB TOP OF BANN 8' 1EYP. SAN SERVCE (C-B00) ATl%SLOPE. (TYP) i0E !OE OF SLOPE Fcueo END ' ~ . IA~c IRON quo a rnP PN PARNER NALON NAIL DSX20 qcP ReNFOgceD coNCRErz PIPE ' C4P COA0.UGdiEO IAETPL PIPE PLS. PgOFES510NAt WJO SURYEiOF ' ~ _ _ No. Nu~nBER INSTALL e'%B~ TEE' OR. OFFlCIAL PECOROS B' O.V. PEA MAW C NAn NAnorAt auEAlarv 0.4TUIn PROCEDURE 91EET 1 INLS) PER SuRVE7 DGNE Br NONROE uND survEragS, INC. ~ sTA srAnoN SEAPOINTE MARINA NG. I DATE gE>,eeas Rr ~I WATER & SEWER PLAN SOUTHERN DESIGN GROUP, 1NC. Engineving, Planning k Project Nana9emen! I aos Hage~~~ A~e~~a sHlca zoa ~tSyIGNEU to CNEGNED aL58 SCALED) OURAWMG N0. sFaL SHEET 12 )09 MAY ~ ~ 2007 i / 1~ .•~ /, / ;, ~~ ~{~~ ~ ~ti ~ ~ '' ~ /,'~ ~~ ice' i ~r ~. Qv ,~ ' y,~" ~ wsuui B~ HroRANT _~ ~ - ^' ~ ~ ~Z~ Q 1 ~ >r~i o~n(o~ , 0. Cry ~~ I AssEMew ~a w/ e' % e ~ r ~.,~Pl SETB F ~~.- ~ ~ ~ ~ ~' ~ `~ dA \ _-__ _._. .____. ' REWCER b: 6~ CY IR~~~ CS 2 ~ ' uE<c ew'~~~ ~ ~ T~ ~I' ~-- ~ - ~10 i0N5 - ~ / ~ i ~~'l s' mH Inv. -( )am ~~ ~ ~~ r 2a i ' o wTH INV. O2a2 I_~1 ~ ~ INSrAU r wArcq -~_ ~ ~ ~~ ~ 10.0 ~ ~ ~ `~ `- -(-)z9z ~ _ B4 - MEIEH w r APZ__.~ ~ - ~ I ,T '~ ~ ! ~ ~ ~ ox \ I ~ r ~ TAPPING $AOOtf I ~ I _ - -- - ~- u _ - _ Fo~wATER, _ ~ I ~_ ~'osy~ _ ~ -- ~~ I ~ ~ I _ - ~ , r~' II RESTROOMa- ~ ~ ~ ~ ~ ~ ~~C-900) Ai 8' SAN SEANCE IC-900) AT _ F.F. ELE. 8.0' m Z / ut ~ y l I ;o. INV.EtF-(-)L75~ L5[f,.~v~.+ ~ ~ '~~ II ~ CABANA / 1 GG INe ~•(-)1.05-~ e~ ~f~~ Go. wv. ELLeL;s ~ ~ ~ ~ ~~ Go. wv. ELE-(-p.Je c.o. INV. EIE-o.m ~ m ~ gp,R, GRILL I APPROk BOTTOM OF F001ER ELE. . +.o' ~ 'E ~r ls-Axn~s¢AENCE (c-sD0) '~, 1434 SF~ I N01E ALL 8' SAN SERNCE t1NE5 AND CIEANOUTS UNDER Lrw'rt ~nlu~ 'V ~`M'"^°""~`+~" - ~ ~ (T\P) .F ELE. 8.0' % PROPOSED BUILDING SHALL BE COORdNATEO M11H THE TOP W SEWER SEANCE • 1.25' / cis !cza ~ \ ~ ! I II STRUCNRA4 FOUNDAnON AND BOAT RACK DESIGN TO J / / C.O. INV. EIE.O.BS ~ ASSUAE AOEOUATE CLEARANCES AND SEAPRAAONS AND TO j~~ Avao cwrvCTS. ~ ~ cn I ~ ~ ~- , 1 ~ INSTAll 2' TAPPING SADDIf INSTALL 1' WA 0 0 ~ „ .~~ ~~ ' f STO RAG E # 1 W/ Y W.S. UP TO METER ~ D5425'~I METER W/ 1' ~ esg32 / r c.o. INV. c~.x ~+,~~ /// l ~--150 GAllWj/GAEA~ntAP/ J 34,4925F- I ~' SGT ( TD SHEET, OF Ica- uu ~ ~ ,,;' ~~ ,, r I r I .2.0'wAn9uNNEASEMENT ~ j~ ~ 'r 1 ~/ e / ' ~ / ~ ; A~ A °~"r~~ ~~ ~ ~m / p r '/ , ~DSp2 Hsu I ~ it i n /j x ~ I INerui FNtE zN ~; / / + ~" 'I 44i i ~ ~ Ash % ~~`'' ' 4~' 1/ i% ~ r INSTALL 2' TAPPING SADDIb. I ~ ~ '. 1 1 • / W/ Y W.S. UP TO NETEIt ~~\ ~ S•r26 ~ ~ /~ ~ ' h~~ ~~ JNSTALL 8'k8' 1EE W/ 1-8'.. N ~~~ ~ J ~ ~, ^-~ ~ " ~~~ ELE-(-)1.17 I ~ / C16 ~ 1~ ~ % ~'1 ~ o~~ ~~ I INSTALL APPROk 45 LE. • I /~ ~j ~ / i F.F. ELE. =6.0' 6' dP WA. ILL `~ ~NS1ALL APPROk II LP. B' OIP WM r-120'WATERMAIN EASEMENT % % , ~' // ~ ~~~ 45' i ALL 4' RPZ HRE DENCE, `., CSp3 / y.•,'i (TO SERN: DOCKS) /, 'PROk 390 LF..B' dP WY ~ C26 O6,y21 , ~~ C15 ~~ J NSTALL I:'WAIER . 6AN SERNCE (C-BOOf AT 17! %OPE (TW) ~ 90 - _ - - ~ ~ ///~ MEIE$ W/ 1' RP2 ' / / / DSN2a,,.. GS,y20 ~~ ~ Ci1~~k} C12 INSTALL APPROk 216 LF. e' OIP WM / / ~ ~ _ /~ %'~i}~ ~ // - ~' -Ti-- ~ ~ Fl AIN 1I>'SERNE OOCNS ~ 81STALL B'%8' TEE W/ OOUBLE~ /L ~ lL ~ ~ ~~ ~ r-i //DENCE TO BE DESIGN BY 8' GV. Pq MAIN CLEARING A ` / j Flpf SpPoNKIER ENgNEER) PROCEDURE SHEET 17 W 19 / f NSTULe'Ke•rEEw/-~ ~ / ~..' I ~~I,~ I ~r'I ~ ~),~'I ~ ,Ji~i ~ % i e' l: V AND R' I: V CROSSING ('H9RI C70 IX. 10' FM (POT 1KKE) C1e BO.P. Y' WS . J.50' ii/11(~~i I i('4 I ;r.y, ~IIC~i CIE cl e.o.P. e' aP wu-{zo cn aa.P. 1e' ncv -1 n To.P. e• ss - 2w' T.GP, {' S5 FM -J.20' T.O.P. e' qP WM.0.71' CI9 BO.P. B' W M.-2.55' CI B.O.P. 4' SS FW .2.82' C12 &O.P. 18' RCP •1.7f' TO.P. 8' S.S. •1,55' T.O.P. te' RCP •1.85' T.OP. 17 HOPE .0.71' C20 B.O.P. IS' PCP•z.30' C2 B.O.P. 18~ RCP •1.71' C1J B.O.P. 8' W.M. - 2.00' T.OP. B~ 5.5. -1.10' T.O.P. 12~ NPOE .1.50' 021 B.O.P. 8' WM-2.85' T.O.P. e' qP wM-0.71' CR B.O.P. 8~ HOPE •J.30' I.O.P. 8' SS.-0.2J' N0. WlE CJ B.O.P. 18' RCP •1.71' T.O.P. IX. 12' WM -2.80' T.O.P. 8'PVC 55.0.71' 0 ~ RF1D VEPoFlFD ~ B.O.P. 2' FM•J.0' _ c{-c7 e.oP. e' dP wM-S.AS' Q 1 r.aP. Iz' HOPE-2o' T.O.P. 12' HOPE •2.95' CIS B.O.P. 18' RCP-1.71' C22A B.O.P. {' S.S.-5.B5' CB B.O.P. B' DW WM-J.75' ' T.O.P. 8' dP WM.0.71' T,OP. 15' PCP- J.J5' T.O.P. 18' RCP -J.25' CIB B,O.P. 18' RCP-1.71' C2J B.O.P. 8~ wM-275' T.O.P. 8' WM •0.71' T.O.P. B' HOPE•20' C9 E%. 10' FM (POf NOtEJ C17 B.O.P. 15~ RCP•230' O24-p6 B.O.P. B' WM•2.8' T.O.P, 2' MS • 1.70' T.O.P. 12' P.C-2.0' + WM-JOINTS CENTERED OVER CROSSING ~ I RFIISIUNS i T~ ~~- 13 14 15 LEGEND ® PAVERS FIMSHED GRADE MANHOLE(MH) ^ INLET FH FIRE HYDRANT SS SANITARY SEWER CO CLEAN OUT WS WATER SERVICE MTR WATER METER FM FORCE MAIN WM WATER MAIN RPZ FIRE DEVICE GT GREASE TRAP FDC FIRE DEPT CONNECTION -~ WATER VALVE SI IRVFr ABBREVIATIONS BE BUAIED EIECiAIC Br BUAIED tELEPNGNE Bn AVAIEp CABLE rEtf:'ISk".4 CO*:C [OrlCREtE BLGC. BNtLIN: owc NfADwAl1 Clf CHAIN LINK FENCE HWf NOC N1AE FE~~CE wv waoD IENCc Nv HvERi ELEv. ELE~'RrION OB LOP GF BPNx' i0E lOE OF SICPE FNO. EoarlD RkC IAON AGD & CPP PH PAAHER IVLON NAIL RCP RkhurOPCEO GONCREfE PILE CMP CDARUGarEB METAL PIPE P PAOFESSm a uuo s R~~oA J0 NIMBEA o,a. GreaAL AemRas NAU NATIq`IAl AMERICAN DAN6I ('s EA slam Do E B MoNAaE u ND suarEroRS, INC. sn smrov SEAPOINTE MARINA ( sEnL I WATER & SEWER PLAN e1 SOUTHERN DESIGN GROUP, INC. Engneenng, Planning k Project Management HEEi 609 Hephurn Avenue Suite 2G4 ~ Z Jupiter, FlariEO DlaSB 561-]4}_g501 J DRAWN t.d. M 51 a1 00.1E JOB N( of NA~W 9(Ofi A5010 t 9 DESIGNED CIICKEU SCALE uRaWING u0 Maw ivc i = rG' ~ . I fYll-ll O ~ ~oo! ~ ~1 1 ~ ~ ~1 ~,~ ~~~ ,, ~ o ~ 1a 1 EbSnNC F.M. ro~,E R~ VFD uP 1 ro PROPEAtt uxf AN caD1 aNCe NEw uFr sr naN s +~ f ` BY ALL A~gE~S ``\m 1 x,~m ~~ t m ~~10 ~~ ~ o~m ~ ~ = o ` n ~ {- i v ^ 1 i y ~`m,~ 1 0o , s 1 F1 ~ 1~ 1 ~,2 x , l s ~ 1 Z 14` 4 \ INSTALL 1 , 1 ~ ` HITIRAS 2 N W/ 1 1 OPEtI CUT OAD PEA OETA% SH 7 to ai /B BE TM E7E B` DW WN INSTA 1 1 e' TPPINO` azttif sND BLL ti e• c.. Pu rwPlNC Arro 11 9u FY~~ SIZE X01 DP ~, 1~ '"~~ \ ~ Ln- I~ ~ 8" % 8' REDUCER ANp e' GV. \ \~ 1~~ ~~~~~H ~,.i~>a~~,;~~)_ {;fit €;t 1 <~ csµ3a es#I~ MsTUf, e•se 1 / DE w/ e' Gv ~ ~` I Nfl3 ~._-. ~. s CB. ~ I 45 0 DSµt4 y1DCr A ` - E /~ ~ ~ l ~ L ~ ll ~ y-~ AIERI MBaR ro ~ ~ ~ ~~evr~ ~ ~ , . ~ ~~~ CTIEM) LF. 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ANO PWC R BOAT STOfZAGE # 2 76,60b SF. t2.o'waiER LI Lee :i;: „> .,1 I1.T ~f D 12.0'WAtENI ~- i FHMa 1 ~ (~ 1 2 13 14 . , ,_ 15 LEGEND ® PAVERS FINISHED GRADE MANHGLE(MH) ^ INLET FH FIRE HYDRANT SS SANITARY SEWER CO CLEAN OUT WS WATER SERVICE MTR WATER METER FM FORCE MAIN WM WATER MAIN RPZ FIRE DEVICE GT GREASE TRAP FDC FIRE DEPT CONNECTION N WATER VALVE UL IS LF.~DI~~ Ulp FlRE H AN7 Yµ RENpVE Eg51M0 P. F SURVEY ARRRFVIgTI0N5 1 INSTALL %8' BE BURIED ELECiRic 1 TEE W/ a GV. NORTN e? BURIED rELEPHOwE Rrv BURIED C0.BLE iELE~'ISION INBT APPRO . ~-INSTALL B' % 8' REDUCER COxC. COxCRER 5D L . B' OIP WM AND B' RPZ FlRE DEWCE BLOC BUILOIxc ~ NOtri HUOwALI -f - ~ CLF CWVN IINX FENCE _~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NWF HOG WIRE FENCE W W W W W W - ~_- ~ ~. (NVFRi~NCE _- _ - 1 _ : - .. :-- s -__- - - - _ .. I~ _ .. .. EIfY. ELEVPt10N I ^.(j i0E i0E Of SLOPE L }' I~i'`2lfln -- ~ (-\ ~ 70B TOF OF BANK .: FF . N : -& :: =+F :. £~ _ f = wt ~e~ = e END. FOUND as-E-{~q " • IRac IRoN Roo ~ cna 7 pK P0.RKEA KALON NNL `1 RGP REINNRCEp CONCRETE PIPE TN:-M m E>osnsc rr `EXIST. 12• DIP WM PLS PRO~ESSIOrvx Lino sawErOR 1 c.v. INSTALL e• % e' TEE ~ I No NuNBER w~ B' c.v' LOT 29 LOT 29.1 D.R. DFFIGIAL REGgiB4 NnD Nanex>L nNERIC0.N DnrON t CUYI"ent USe ' R251C~elltla~ 3~ lids) PER soR~ DonE eP NDNRDE uxo suuveroRS. INC. - ~` CGYYe ilt LISe ~, Re5lc~ehtld~ ~}~ et0 a m' ~ (POT ~ cle B.o.P. 2' ws - J.50' srn saroN CRDSSINr: D~'RT cn B.ar. IB' RCP -1.n' r.o.P. e' ss. - 2.40' Ct B.O.P. e' OIP WM-4.20' T.O.P. 8' OIP WM•0.71' i.O.P. 4' S5 RA •JRO' CIB B.O.P. B• W.M.-255' - cl B.O.P. 4' SS FM -2d2' C12 B.OP. IB' RCP .1.7Y T.O.P. A' S.S. •1.55' ~ I SEAPONTE MARINA T.O.P. 1B• RCP .1.B5' T.O.P. 12' HOPE -0.71' C20 B.O.P. 15' RCP-2.J0' I C7J B.OA. B' W.M. - 2.00' T.O.P. e' S5. •1.70' SEAL c2 B.O.P. 18' RCP -1.71' T.O.P. 1Y HPDE - ifi0' c21 e.o.P. e• wAl-2 es' I WATER & SEWER PLAN T.O.P, B' DIP WM-0.71' CI4 B.O.P, B' HDPE -J.JO' T.O.P. B' SS.•0.23' _ N0. DAiE REV151045 e~~ C7 B.O.P. 1B' RCP .1.71' T.O.P, EK 12' WM -2.e0'C22 B.O.P. 2' FAI-J.0' T.O.P. B'PrC 55-0.71' (TO BE FlELO 4ERIFlED) T.o.P. 12' HwE-2.o' ~ SOUTHERN DESIGN GROUP, INC. G-C7 B.OP. B' OIP WN-J.4e' CI5 B.GP. 18' RCP-1.71' C2TA B.O.P. 4' 5.5..7.85' - _-- T.O.P. 12' NOPE •2.95' T.O.P, B' DB' YIN-0.71' E~91nee~ing, Planning k P.olect 4ana9ement CB B.O.P. 8' OIP WM•J.75' ' T.O.P, 15' RCA- J.35' - j 6D9 HePC:,~n n.ewe 5u~m iB< SHEEr T.O.P. te• RcP a.2s' cts B.o.P. 1e' RCP-1.7r c2J B.O.P. e• WL.2.7s' I Jovae,. Flo,mo rise ss~-7<~-oso, 14 T.o.P. e• wAl •par r.o.P. e' HOPE-2.o' CA IX, f0• iM (POT HOtE) CI7 B.O.P, 15' RCP-2.J0' lOxnwx E.B. R 51r2 DnEE JOB NE OF C24-20 B.O.P, e' WN-2.e' - ,Maw ei08 OSOIO T.O.P. 2' WS - 1.70' T.O.P. 12' PVC•2.0' - oE51;:NE0 cHECKEB scat oxnwwc No 19 ~ WM-JOINTS CENTERED OVER CROSSING ~Fnw Iw• r - 7n' ~ ~ MAY p ~ 2007 ltliM l~I~LIItl6; 1.7~M 9!I{'l.~l~~ INV ElE~(-)1.17 1 APPROX 3AO LF. A' DIP N4 TEIAP. BAN SERNCE (C-90D) Ai ISSLOPE (lYP I ~, ~ ~, 1La qAa 6:4 4FJ ;g,? ,~. -~ I I 1 M/ • . i ~ V ~~ ~4j ~~b INSTALL 1' TAPPiN6 SAD01& Sg26 ~ ~~~~ ~ / P ~,~ _ W Y W.S. OP TO ME7FA '~~ ~ ~~ '~ INSTALL 8'X8' 1EE W/ I-e'--- ~ /~~ ~ ~7v r ~~ /~° , ~ti~ , MSTALL APPROX. 15 LF.~ ~' / / ~ ~ '`''"')I F.F ELE. m8:01 8` qp W.N. J ,; ;n _ ~-WSTA11 APPROIL 22I:F..B' qP NM r-120'WAIFAMNN.EASEMENi ~. LL I' RPZ~ DEVICE, (TO SERVE~gfS) ~C28 ~OSg21 ~~ ~DSgD C15~ ~~ / N9TALL 1' A'fER ~. L 1 / Gil.. ~ G12 ~INBTALL APPROX 116 LF. B' OIP VM ,~0,)/ ~~ OSp20 iH J~ f" / ' / Fl AIN T 0 _ ` I" _. .. __ ._.- __ ~~ _._ _-__. __~_..~_~ _.. ~.-~ ERVE OCKS INSTALL B'%8' TEE W/ DW%E~ /~~ ~ ~ ~ / / ---- % i / / / i J / / / !- ~ /~NCEESIGN BY 8'-O.V.'PER MAIN CLEARING ~ ~ - // F~RC SPRINKLER ENgNEFA) PROCEOIIRE SHEET i7 OF 19 I ~ ~ ~ ' IN6TALL B'MB':TEE W/-~ ~-~ ~ 1 I e' av. AND e' D,v, ~ ~ ea FH ~~ ~~ INSTALL APPAOX..25 ELF.- ~ ~ ` , 8' DIP W.M: (SNB Wi ~ ~ ~-FlRE HYDRANT tiND PLUG In PNASe q I _ AssENBLY IB (PHASE R) ~~~ ~ '~ ~ 1 ~~ _ i ~ Y20'WATEIWAIM-fA~J1E111 • -~ ~I ~ ~ . ~ 1~ ! i ~ -- I ~ - € Is8z2 ~;% -- 1 i, ~., ~~ ~ 1 ~ ~\ ~~~ ~ 120'WAIERIINN EASEAiEN'~ I 1 ~. AEMOME EgS11NC . PIUCM O~ .. / Ngi1N ~ Ospza ~ ~ J ~ ~ • ~ C13 ,~ ~ `-I ~ d/ - v 2}- ------w`- ~~- `w _ - - - - ~ - v' -~ - - - C14 ~ ~ ISP~S) PHASE ~ ONLY -~ .~~ 95#30 I _ - _ _ x ~ / SIP WM -/ LOT 29.1 use : Resiaentia~ 3A and Vse -Commercial WaterFront C10 E%. ID' PM (PDT HOLE) CIB B.o.P, 1' WS • 3S0' SIN HART G&45.+-~.~- C1 B.D.P. 8' OIP WMM2tl ' cl l ao.P. 1e' RcP •1.7r T.O.P, B' pP WM•O7f to.P. B' ss . 2.+0' CiA B.O.P. e' W.M..2.55' I T.O.P, 4' S5 FM •320 ' C12 B.O.P. IB' RCP •1.71' 6' SS. •I.S5' T O P CI e.O.P. f' SS fM •2.82 ' T.O.P. t2' HDPE -0.71' . . . IS' ACP•2.J0' C2O B O P T.O.P. 18' RCP •1.85 C2 B.O.P. 1B' RCP •1.71' CIS B.OP. B' W,N • 2.00' T.O.P. tY HPOE .1.50' . . . 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IS' RCP•2.30' C24-26 B.OP. 8' WL•2B' CO.P. 1' WS • 1.70' 7.OP. 12' PA'r2.0' I WM-JOINTS CENTERED OVER CROSSING I ~9 u ~2 i W 13 1~ _,._ i ._.1~ LEGEND ® PAVERS FINISHED GRADE MANHOLE(MH) ^ INLET FH FIRE HYDRANT SS SANITARY SEWER CO CLEAN OUT WS WATER SERVICE MTR WATER METER FM FORCE MAIN WM WATER MAIN RPZ FIRE DEVICE G7 GREASE TRAP FDC FIRE DEPT CONNECTION IN WATER VALVE SURVEY A9BRFVIATION~ BE BVPIEO ElFC1FUC Bi BVRIEO TELEPHONE BN BUAIED DOLE iEIflIBION wNC. carlceErE BLDG. BUILpING HOWL HEADWALL ClF CHAIN IINK FENCE NWF HOG WIRE FENCE WF WOOD FENCE INM. INVERT ELEV. EIEMATION 106 TOP OF DANK i0E TOE OE SLOPE ENO. FOUND IR&c IRON Roo e caP PN PPRNER NALON NAIL RCP REINFORCED CONCRETE PIPE CWP COAAUCATED METAL PIPE P LB. PftOFE5S10NAL UND SURVEYOR N0. NUMBER 0 P. OFFICIAL RECORDS NM NATIONAL AMERICAN paNM (MLSj PEA SURVEY DONE BY NONROE UND OUAMEYORB, INC. STA SPAlION ~ SEAPOINTE MARINA I SEAL WATER & SEWER PLAN - AEVlslOxs Br SOUTHERN DESIGN GROUP, INC. 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REwIBEP.Exs. >. wnw . A»'^IC ,rc Axo vRLF rs ,xsLw.co. A PRES NxE/LFRM.F. nu= az PER.W~I Rs ~A,E ..LF .A,~LER-~ I~LrE aft ~,, nz~J .«,~~- ELBO <,R~ f~CW ux[ FRaM NON 1' ~ IIN[ m dI5L0uEP 'JILL4GE OF IEOUESTA COfJSTRUCT70N STANDARDS &DETAILS VILLAGE GF TECUESTA CDNSTRUGION STANDARDS &DETAILS _ ftEVI510N PACE N9 REVISION 7YPIGAL SERVCE FOR PAGE Ns t", 11/2" AND 2" METER MULrwLE SERNCES Un (AB04E ,RDUND) D3 ('WC JR MDREI --SEE PLANS FOR SERVIf.F SIZE AND LOCA710N --AMv '~" ~ERVI!'E UNDER PA'AN, SHALL BE SLEEVED WITH 3" SCN 40 PVC --Anr 2" SEA4ICE UNDER PAVIPIG SHALL AE SLENED WITH 6" SCH 40 PVC ME?ERS SHALL BE l/4" SENSUS AND RPZ SHALL BE I" FEBCO A25Y FOR EACH PSSEMBLY '~ AN IRRIGP iIUt! 5"SiE7d IS '~MSr4LLED DONiIJSiREAM OF ?HE POTABLE APZ THE IP,RIGAiION 51'$rEM ShIALL HAVE AN Ul DEFEIJOEN! RPZ TO PP,EVENL BACNFL~W INTO POTABLE SERVICE 70 NOOSE. rE-~ x ]/4' xvNR,Axi AUAV.OR ~-fig ~-~ I ~'°-~ LB~AL Viiv[c FINI _ 1 III s (~~ \~ V!LIAGE OF TEQUESTA CONS?RUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS_ RENSIGN PADS Ne FE'.ISIpN PAGE NA sAMPUNG Po',Ni (DN MAINf SAMPiibD Pact IDU Nmqua, L [1F GENERAL fJOTES: ALL WATER MAIN PIPING, S/~~'>rICES, ETC, SHAL''~ 5E 1~~AR1~'ED 4N% gLi iF PAINT OR APPROVED TAPE DEPJCTII~";I_ rI'~NAr`R f><"'AIN,I dIL!A,GE OF TEQUESTA CGNSTRUCTLON STANDARDS &DETAILS FENSION PACE Ne 7' AND 4" METER / BAGNFLDW ASSEMBLY p4 I (~! £'~ .VE „o1~~r rcwc m eE MEanR~r.[ uami RESwAlxco I --~~P I ~- , ---~ ~'~~ (~_- '~YNY Lro el LWO :-,z nosE no:J,EF PAVF1lENi SURFACE ~\ u ~ ~ ! LRADE - L.-Y v~LE~vrs%~ ... ~ ,_ x SvE.....,m -{ ~ vALw< SE r Nc Is[E O[rn Jl ~~ s0 E B r uscv. A: I j e o.IP I(` --1 c ~, GDNGRE~ IIWNBiJ mIL -aLax L rre I xa =. SuvP~IEMwArw w~ N ) ~ W l 1l _ ___ ~~~ ~~.R~ FF I~ALV~ VILLAGE OF TEQUESTA CDNS?RUCTION STANDARDS &DETAILS VILLAGE Of TE~OUESTA COw'STRUC?ION STANDARDS &DETAILS REVISION PACE Na RENSION PA,E NP rYn'CAI D(II ISLE VANE DErAI'_ Elr<E Nr9RArfi AssEMeLr DiD ITG IMUeuea ccN~uRIO~I-suPE- cF_N*cRIoN .DO cnrALOC A-oz~, D-ISD snoEo iCLDW MEDALL'~9N1 GENERAL NOTES: FIRE HYDRANT SHALL BE Q 1!'INIMUTA^. 0~ ~.~ BA(~k SRO".1 EDGE U~ PA'JI~JG; FH SHALL FACE F'A~'EMENT/ACC'ESS; BURY LINE ,~ SHALL Bt MiNli~~!U1~1 QF 0 3' A~C~J, ?OP OF NEAREST CURB; GRADING AROUND HYDRANT SHPJJ_ INRAIP~ AREA PIWA,'F FR(li~i FH. w~A ~RaE,EnxD ,xE e~eWW, ~, ~ ~~ ~ ~ ~...~. . _.._ ........ 10. FOLItM'INC vAnAt VxxON iWENMG, ALl wARP FOR PRR4lPE/LFANACE LESnxC •xC BACFPpLOCKPL Ct[ARA4C6 4'JSf BE C~wN "x04 >NE 6NV55 UXf WcN 4flF.V vN0 9CW[EC P S'JHE M".NRCW PaEVExIEA IN PutE ixE P _ o cvuL a PAWaEC ar vmo uwx wewnox m EImEe aF ex'rwcroR aR wtiE acEq ui aAlfR Eo C 5@OGrRN FA IH[ wARA Ax0 EFMR MuxE SHALL BE PkC FqE By inf ABCrE PAgPES rFlgr ro ArY ~ FaR ME IFAS~s' OBWE~xIBSMG CruOf YJPPOA EC, AWC A04FP~ iP0 ~WUaCEPAM'EOEArIeG~xNEI BE Av ~Sr~µY50 <i 9.M1,'rc u19 9NALL BE CWRGEO MCAPpNGLY. ~ aCgW CLGM1WN[F, CEAnBCAnON~Or ra FxCmFFa d AfEWRC, M~ ~A~x[~ BFA^nElAOm PUFH.ix pEaA9lRCM RIO APVAINH BI vfUO. ~ N AW sw~ECax .wD eacro.,w.mKk auew:ES suu muvu ~nEx aw+~+r Amu PxaEauefs. Peu~ aeol cawn nFkFx C vwYUFNi, Av0 P.pAW OEPARMEx! OF ExLMOxuFxEAt PaCRCT[W FEpu.RFNExF2. ~~~P sDP.xNAm.,,xR~B ~~~ ~ ~E~ Y f~WBF BA~R~eR~EPrcR r``.i~ em= smv ,n A ~'\ ~ oweLf s+PrR r.vPw, BwoN ms~xc XUx- -lN F ~~/ ~~- ! r al naF wLaE ruvE Mw J'-0' sFJ>nPA nxlc ~ Tapping and Main Clearing Procedure yenMl.u rn,ANn.v nv wAaR trulnxs PFa xolleY .Her u,.v P. alPPUgD uECHZVICAL ORr(P'JSPLNU~0INI,P~.B nFNOMINJW tfJIGINtF`PERPY G00 rc O` n~pEl Avc. r¢st PIPE DuMErEP (INCHES) ~, 5 < 3 4 6 9 IO 12 I4 I6 IB 2D 14 ]0 36 a2 18 150 C 0 0.14 0.19 U1) 0~~ 0.46 0.55 064 OJ3 0.93 0.92 r 10 )8 19l ?_~0 200 O.tO O.IS 02 C]I 042 0.S] O.fi] 074 O.eA 095 1.08 12L 59 .I 2.22 2.5a I w DarAUI wE vANIMOM aununn aP warER FoR PIPE wlrN zD rc. NoMlrw ~NCtNS, LuulP ~ wE ouulPtt vEauicc FROU rN~ JABLE er n.9 xE MAaIMUM auArmn aF noaFn wAtER rOq A PleElulf Is eALCUUiEO ar MNLPPLnrvc rxE auwnn PErt Hauq As oerurlED PROM wE Aeavs rpBLE er rNE DBRAtIaI of MF tESr RI naags,AND Br wE rorAL ~NCtH of rHE LwE eemc tPSrco omxo Br I,DaC. IF iNE LINE UN9FA RSr CP'JiAwS 5EC'IGNS OF VAP!OUE DIAMETERS, iNE MAxIMUTA OUANFItt DDED WILL 8 t' E SlM OF 'HE M Lt JA !' S 0 51/f MAXI U rESt LEND 1 1100 EEi PEP SECT ON. IS 5 A'OPRO TALL RETLECt Alv REV SIDY 4NW 600 HOWEVER rNE MAx;MUM OUAMIIrv CF 'WAiFP WOE- SHAL EE0 50% , IRE RECOMMENDED uR PER PLI ABLE ANWA C 60C 9tANGAP,. 5 5 NIOARO *ESf vgf55UPE 150 P 51 200 P.5.1. FOR MAINS U0.CER IRAN 24" 6. ~OSLnL'lA BAKIS L j;,Lx (N, P IPl 1 X I/2 n,zaa L =MAXIMUM OUANntt OF WAtEA i0 BE AOOED (GALLONS PEP POUq) D - CAMCEiEq Of PPr L(N~CHES~Ei) P 1ES1 PRESSURE (PSI.) ] PRESSURE tESt OUPAPON EO BE MIN. 2 lIOURS. POTARIF WATER MAIN PRESSURE TF;7 I;RITERIA AND SANITAP,Y FORCE MAIN PRTSSIIRF TEST I~R;TFRIP ,DATE ~° RECORD ORAWINi DATA SEAFOIPJTE MARINA eY uvaTE~. nND sEwER DErAI~s sni. SOUTHERN DESIGN GROUP,INC Engineering, Planning & Frojttt Management SHEET fi09 Hepburn Avenue, Suite. 704 JuMler. Florlaa }}q58 5fil X47-CSDI N' EB8 51A2 UAit tl NU. eMU 9/oe oeoio OF ~g fG'NEU L'NELKEU >NALL AWIM; rvU . MAY p ~ Z007 CROSS ELBOW TEE W/ GATE VALVE AS SOL TYPICAL SECTION WYE WITH PLUG CROSS WITH PLUG SurfOCe Replacement PIPE 9o- ELBOW 45' ELBOW 22 1/2' ELBOW 11 1/4' ELBOW WYES / TEES PLUGS l_g (See 6"- -stoma exlst2q Pa-RH ") 0th eh II b t - ce the thickness DIA' CONC, cONC. CONG. CONC. ('^e> (cu. ft) (n,. ft) (ca. ft) (aU. CONC. CONI. - ---- Paveman'. 2 Existing Dose ;/iy M 'E) Mag etc Tope (See Note 8) 4" Ni 3 1.0 1.0 Y 90 18D 180' 2 90 270 0' GENERAL NOTES. Ut 1.2 1.0 1.0 1.0 \ oAN. COPIR f MAO MUM oENSUT'M (1MM1wiFs zE) %� 6 2.6 SITY PROCEDURES: 2. Base material shall be placed 6 loyers B and each layer compacted to 987, f 8 2.5 1.3 1.0 3.3 3.3 AL layers (compacted thick- P) nd shall be compacted ].3 3.9 2.0 1.0 4.9 determined by AASHTO T-99. 4. Surface material will be consstent with the _ 1z 10.0 2.9 1.s zui z] 5. The developer/contractor shall ba respons- quete cPm,. led fill beneotM1 14 4s 2,0 10.0 purpose. Tis es al p to the terilaced licoh. 6. Excavatable "Flown Dle Fill" with ultimata 16 18.5 0.0 2.6 _ 13.4 psi mor b< used to su DEURAa for the backfill and base materials. L#2 18 23.4 12.7 8.5 3.3 16.6 16.8 18.6 �ompoeted bed and fill Tg the side, of the pipe 8. Magnetic Tope is qui red far all PORPle Water 20 28.8 13.6 B.0 4.] 20.0 (See TraFFN,g Detail ,f or installation instructions 24 22.3 0.2 5:9 29.0 29.0 PIPE BASED I BE ORE POURNNC EP A, 11- SHALL BE 2501 FORMED A L BE Nx.R PVEo IN oe-EN AND A 19S I IN. ED SOIL REEF T BOLTS BOARD PLACED IN FAUN,. VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS REVISION THRUST BLOCKING DETAIL PAGE Ns D13 VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS REVISION PAGE Ns CAIJNON FI_USTUNG DETAIL D24 UNDISNRBEO EARTH UNDRIPBED EARTH } uNoisnneEoEARTH� UNOISTURaEO EA PLAN M Din II -I SEE API ar oLANDs DETAIL i \ H � REr. cLANEs re 1 _-1 MAIN S, ° NOTE v DED seTh. BLocR EMENS ONs tos ,DISTURBED EARTH w4Stenw (.FLalle Y) IIIEaL Sta ELEVATION The ads ELEVATION the ni the BLOCKING DETAIL BLOCKING DETAIL c« FOR FOR EZ VERTICAL SAG VERTICAL CREST SO IT N.T.S. The Wel apo ITT tap I ANY Ill EaSTWERN All AND . XINIK TO .1 1ILLE. WITH CROUT BY CONTRACTOR VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS REVISION GRAVITY 111011<1PAGE N% FOR PRESSURE PIPING D14 Iz, 7 FT- Ditch Width (W)+4' R pl d bas t - I (Irma or shell rock) SurfOCe Replacement do rit ce l_g (See 6"- -stoma exlst2q Pa-RH ") 0th eh II b t - ce the thickness -Note --7) n. t z Existing - ---- Paveman'. PLAN Existing Dose ;/iy M 'E) Iz, 7 FT- GRWNP R pl d bas t - I (Irma or shell rock) n 36" Go er _ rad. 1.5' I D IYt'���------ pFF TION TYPE NOTES: 0th eh II b t - ce the thickness qu REVISION ~ - 2 -100 OB ._ t th 'gn 16 12" mn. PLAN / j \�(ETXca ;/iy M 'E) Mag etc Tope (See Note 8) 4" Ni mL N<aEAs OLLAR TO I 000[o CAST IRCAR co iER M HEo Y 90 18D 180' 2 90 270 0' GENERAL NOTES. Stage 1 �Min.l21=--� Varies -�-Min.12 I. see Nates For Typ cal Trencn detail [pr \ oAN. COPIR f MAO MUM oENSUT'M (1MM1wiFs zE) %� backfill and bedding material spec7cotbns. SITY PROCEDURES: 2. Base material shall be placed 6 loyers B and each layer compacted to 987, f backfill for the f ret and max mum density per AASHTO T-180. >nd stages shall be placed AL layers (compacted thick- P) nd shall be compacted 3 Asphalt concrete pavement loots shall be mach., cony sawed (butt pants only). 1001 of max mum density determined by AASHTO T-99. 4. Surface material will be consstent with the al -RE HOT e xistin9 surface. The of/acted area shall be r-t.r.d to equal or better condition. onlractor shall provide 5. The developer/contractor shall ba respons- quete cPm,. led fill beneotM1 i ,. for compliance regardlnq any additional haunches of the pipe, us!ng 7honi<ol tamps suitable IF, spec!f!c n -a as required by the property owner. (FOOT, County, City. etc.....) purpose. Tis es al p to the terilaced licoh. 6. Excavatable "Flown Dle Fill" with ultimata eoth the munches of the pipe compressive strength between 50 and 150 above env bedding required. psi mor b< used to su DEURAa for the backfill and base materials. L#2 sfloll obtain o ea 7. Pavement overlay on both sides of the wt maybe required per owner sp-peation. �ompoeted bed and fill Tg the side, of the pipe 8. Magnetic Tope is qui red far all PORPle Water to a point indicating the WaterVC llDRE Force Mains and Reclai Old of sub -grade material. (See TraFFN,g Detail ,f or installation instructions 9. Thecontractor shoal De compliant with elplicob le french safety regulations (OSHA, eta ) PIPE INSTALLATION UNDER EXISTING PAVEMENT - OPEN CUT Iz, 7 FT- GRWNP OR ROAo BASE \�NG VeROULD1E SEE FOR AccEPrneLE DEaEcnw -T \ c PIPE AT POINT I D IYt'���------ pFF TION TYPE NOTES: A. op NOT _1,E1NSSTRA1 11L 86<HMI11 INL IT- ROAD R/w FAND ORDER ASPHALT VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS REVISION ~ - 2 -100 OB ._ 11A111 PLAN / j \�(ETXca ;/iy M 'E) 72 _ 100 toe tt -. 2 154 54 72' t54 56 I Si,,_ 90 154 TT 154 172 1'2 \� \\o mL N<aEAs OLLAR TO I 000[o CAST IRCAR co iER M HEo Y 90 18D 180' 2 90 270 0' caaoE N sSo AREASIIAILLAa III I<F LL 11 -En En TOP OF vAVEMENr ) \ oAN. COPIR f MAO MUM oENSUT'M (1MM1wiFs zE) %� B j � COMNc MATER AL BOA/(INSIDE SCREW 11F)� (\/a MN NOTES'. al -RE HOT 1AiEIrzNiAts SUCH AS MUPNI MEeUS A-.ULAl AAnoz 2 Z.E _PIPE URGEq SO- N -11 BE ALLDBE FULLrEVER SUPPORTED FOR TS ENTIRE LE oTH w,TH 5. ALL WORK SHALL O011na. TO STATE Ul FLORIDA THEICI SAFETY ACT No E VALVE N iTHIN T Ex TENSION Is ALL v COVER. TEND NUT TO w 16 OF VALVE 5MORE THAN 36 of 01 RIM. VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS SAIS ON ALL -11F AREAS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS REVISION PAGE Na REVISION PAGE Na TYPICAL VALVE SETTING D11 TYPICAL TRENCH DETAIL D12 NOSHED cR DE Q A- RRE55URE PIPE / \ (SEE NOT S () cONFL.CT RIPE a a,(ERREo) OR ' ELeow R (TVP)" NCUY 2 Na 1- BETWEEN CTII s FITTING TYPE VeROULD1E SEE FOR AccEPrneLE DEaEcnw -T \ c PIPE AT POINT I D IYt'���------ pFF TION TYPE NOTES: A. op NOT _1,E1NSSTRA1 11L 86<HMI11 INL IT- ROAD R/w FAND ORDER ASPHALT VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS REVISION ~ - 2 -100 OB ._ PAGE N% ]2 T 72' ]2' -T 72' 72' 72' ..t, 90' 90' 9o' 90 PRESSURE PIPE CONFLICT DETAIL D16 PUSH ON JOINT PIPE RESTRAINT REQUIREMENTS AT FITTINGS, VALVES AND DEAD ENDS PIPE SIZE 6 6 90 BE�ND- 54 5ENDT22 536 54' S4 /1 PEND 36 - 36 t t /4 BEND TEE 54 - 36 54 REDUCER VALVE ,DEAD EN Z _- - r 5 ]2 ]2 T ..- t07_14 .__ 12 -S4 J2' 11 36 -- �- 5 _ -�S 5 2 ~ - 2 -100 OB ._ 16 IB' 20 2 4 ]2 T 72' ]2' -T 72' 72' 72' ..t, 90' 90' 9o' 90 S4' _. 54 _ S4' - -- S ' S4' 5 72 5 2 S4' ]2 S 00 A.._ S4 72 _ 100 toe tt -. 2 154 54 72' t54 56 I Si,,_ 90 154 TT 154 172 1'2 30 36" 90' 90 90' 90' � 54' 64' 54' 90' 54 90' 90 18D 180' 2 90 270 0' i a2 48" 54' 108' OB 100' toB 08 00 5F' 54' 54' 00 SA" 08 S4 100 ' 10B 270 2 0„- OBOE 2]0 270' 00 I 270 2'10' M NIMUM LENGTH OF PUSH ON JOINT PIPE WITH SPECAL RE51RA ry Nt: t:A�rcc S NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) 1, ALL BURIED PRESSURE MAINS SHALL INCLUDE A RESTRAINED JOINT SYSTEM. THE CONTRACTOR SHALL USE A DUCTILE OOINT6 STIRPINING NSYSTEMON ASPI MANUFACTURED By EBAA IRGN, INC. (MEGALUG) OR APPROVED EQUAL FOR ALL MECHANAL 2. RESTRAININSG G LENCTS SHOWN ARE THE MINIMUM LENGTH REQUIRED BASED ON A TEST PRESSURE OF 15o PS I.G. WITH A MINIMUM COVER OF 30". J- THRUST BLOCKS SHALL ALSO BE REQUIRED AT ALL TIE-INS TO EXISTING LINES, ALL TAPPING TEES ON EXISTING LINES. LER NGTH BETWEEN MECNANICAL JOINT FI iAOLE HE CONTRACTOR SHALL E5IRAIN THI VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS REVISION WATER MAIN, SANITARY SEWER AND STORM SEWER PAGE N% CONFLICT D17 SEPARATION REQUIREMENTS 62-555.314 F.A.0 AUGUST 28, 2003 Horizontal separation between andergmund water mains and sanitary or Plano sewers, wi,11-Fact or Plvmn,'ster force mains, Tedidmad water pipelines and on-site sewage Neannent and disposal syXeon_ 1. NeW relocated underground water mains shall be laid to provide a horizontal distance ofat teas, three feet bet"I'll the 'If o aside of the water main and the outside of soy eXi,Ung ar proposed -ch sewn, I'Fln-1c, farce main, or pipeline conveying reclaimed water reaulated ander part IT of Chapter 62-610, } A.C. NO. r l d d g d t h lib lid p d I Id't f at le., I' f dp f til, f tit 1 'd fh dth d f.S' t P p d T ry N I d d g d h II h l -d p -d h tel d t f 1 d p' f hh C 1 tl d f l d l t d C y g p p d g 'ly P )P - Do Pipeline ,,,,,y,,g 1' d , Me, lot oPhlIed N.,c, pill III f Ch pt - 62-611, F 1.0 IT, 1 ESI p b IH tE .hall he UoTacld 0 dnAFfee, , hee The btt if ON, I'd al I. t. h 1. th top f l V N I td d g d ,.' hall be Nid p 'd I Id ftp ,ten oc,'ht I 1d fth f d ll pan, cftaN,,,p,,i0,T-SAES-191 leth-li and D' p I S' as d f d sehoo 381 006 2). F S and Rie 64E-6,002. FA.C. Vichictieptaenno betbellce. UndingOoInd alo, RAN, and tay .t t ter or t 't to d I' d Tardiihol I. N r l t d d tor d- g tinging U, P P d P-13 cumn.ry p, hall b[aid o h 'do of do, 11lent IiX OcITE,dpmternbb 12 inches be, , mat least IT inches below the outside of the other pipeline fill, Io, it i' p f ,able To lel die water main shove the other pipeine. 2. New or relocated underground water mains crossing airy existing 91 proposed pret -type sanitary a water or Votmweter force main or pipeline conveying reclaimed water shall be aid so the ur, de ofsthe,vete' main is at I_ 12 inches above or belowthe outside of the other pipeline. However, it is preferable to toy' the venter main above the FOR, pipeline. 3. Ai the Idni crossings do -d ed in paragraphs 1 and 2 atwve, one Poll length of water main pipe Aball be tend above or below the he, pipeline so the water main Join, hall be fall as possible Gmn the outer pipeline. Altematively, at Poch cross into,, the pipes shall be a1Talrged so that all water main j liti are at least three feet fromall jolot, in Tacuum-h'pe sanitary sewers, stone sewer., Morm,vato, Corte mains, or pipelines Ring Teclaini ware, regulated ander on III of Chapter 62-610. F.A.C., and in least six feet from all joloo, in gratre - ar plsrype.s er et force maTTU, or pipe]..... co .eying reclaimed te I a, not sulated under part 111 of Chap,er62< 6 IO` FiA`Ce Pipe Restraint Table CONTRACTOR(S) ORCI SHALL OBTAIN V CURRENT COPY SI THE May 24, 2006 WRITTEN SPECIFICATIONS FROM VILLAGE RI TEQUESTA WATER DEPARTMENT AND HALLLOXATATCHEE RIVER ENVIRONMENTAL CONTROL DISTRICT AND SHALL ADHERETHESE SPECIFICATIONS, A COPY OF THE SPECIFICATIONS SHALL B BE ON-SITE AT ALL TIMES. - ALL SEWER, MAINS & SERVICES SHALL BE MARKED W/ TAPE OR APPROVED EQUIVALENT DENOTING "SANITARY SEWER" - ALL WATER MAINS & SERVICES SHALL BE MARKED Wl TAPE OR APPROVED EQUIVALENT DENOTING "WATER MAIN" MAY 0 1 2007 IN I J SCOPE The contractor shall furnish and Install two (2) Barnes Model SXCvI L (2 HP) 'vv/ 3.75" NLTF1 LERs subnersb!e grinder puaps including all, material Iahor, equipment, inside. talc, and ancillary componentsto make a complete system as detailea' In this plan and the written speciflcatlen For approved equal RSFE NOTES BELOW). nPE2AT[NG COGIllIi1GNSI Eads pump shad be Capable of delivering 23c GPM against 32 ft TBH. i,,� Pump motor shall be rated - 2 HD at 3450RPId, GOND. NOIOr Shall be for 230__ VOLT, 3 Phase service and will ICA provided with 25f7of power and control r_able, PAil SYST MI Each lift station shall he prov!dea with Stainless Steel Ilft out Slide roll system for easy removal Installation of ')amps without EPtry 1,140 wet weLL Rai assembly seal( *corporate anti s,phor mechanise. NO1E Controci'or to confirm available electrical service prior to bidding o r!_ring lift stator eq'ipment *Eluding phase and Voltage). IVF TES: AL FORUI MAIN PIPING TO BE SCH BN PJC SDLV. NT WELD. ALL F TTiNGS AND A°PUPTANCES SHALL BE IN A„CDRDANCE W11H MOffACTURER'S SPECIFICATIONS AND DE AILS, CONTRACTOR TO LNSIRi THAT VENT AND HATCH DG `TT CONFLICT WHEN HATH IS 0. FN. MAI! D r. rHNECT S RFPs RED ,T .N SIGHT IDR 50 F MAXIMI,M) .UM PA CAT? N, P R[.iR D BJDT10 7R ERDrnIN6 ANY LIFT STATION F J PMfINT CONTRACTOR D lLRIFY IF SI C I SERVED BY PLAS POWER AND CONFIRM ACTUAL VOLTA F AVAILABL_. L[ STATION P�LIFS ELFCTRICAt ETC. TO BE ORDERED ADD CONSTRUCTED CLMPAIIB E WITH EXISTING ELECTR CAL ERl CE ON SITE CONTRACTOR Tu CDDPDINATE WITH DD.INIR AND FLORIDA POWER B LIGHT ON POINT TO SERVICE BARNES GRINDER PUMPS RIES %SGV L PUMP PERFORMANCE CHARACTERISTICS F�Gv23.5 6pN ?pH 32 Li. PDrP CABLE LENGTN� 25 FT. ELECTRICAL SERVICE: Y SEE NOTES ABOVE I FGASE QWl 3 MR. A' ARM_ FT, NGVD FT. NG�FR ( -)3.50 FT NORD ��I=LEA_ —00 _FT,N VD__—_. _ (-)4.50 FT. NGVD F F 9I]itLPIIMPf 'OFF' -_ (-)5-00 FI V6V➢� IF WR 4FI INI(ERL (-)7'00 FT. NGVD WFT V fit _.kELL.-I'IAMETER_ SISCDA3GE IllAME1J� _._. L- F(iRPF MAIN DIL TFC -_- 2 __-_.._4'-'- -iDHC[_tlAULTiIVFR IIEP I. �LSL RCF P'btG_LLLJPF r/L_ - -_L . -�. -�Ik D /FPD �f_DP((yif' PPPPPP MANIIE _Wlli -- µ . DECLINE P R MANUF SPECS .` LMERI-➢is.>__.______ (TOPOF LIFT STATION SLAB AT OR AeoVE THE Too YR - 3 DAY STORM 'C' HIGH WATER ALARM EVENT -SEE BELOW) — 6 r. SLIel, OF COR SOX -THEN MIL. C 111 OF COVER 'S 35 PALO To CDNSTRU.TION CONTRALTO? STALL ERay q LAB ELEVATION CDEPITIE V -CRRDUNDING IMPROVEMENTS AND FIELD A UOS '.D ENSURE STATION TP IS NIT LONER TRAIN SUTtRDUNDAS GRADES. PRIOR TO CIGNSTRUCICIOL CONTRACTOR 13 T'ERTFY INVERT _LEIA`Me, AND EX!STINu AND PROPOSED N1,MBIN5 ON ARCHITECTURAL DRAWINGS 902 YEAR STORM EVENT ELEVATONI (FEMA) = 6.00 25 YEAR - i HALL STORM EENT Ei EVATIONI = 5.55 1 umu� LOCATE ORIENT FINISH GRADE EL - DRAINAGE SHALL BE DIRECTED—__ AWAY FROM LIFT STATIDN RECASTrONCRIC S Ci ONS Precast concrete sect: ns shall Confarn to the ASTM SPeclfFlU,ns for Precast Re D,ced Concrete MAnhO;e P.Isers and Tops, Designation RC -478 -Latest Revision, with CHR PUDAI li e.cept!ons and additional requirements Type II Cement shall be used -4000 PSI. Sections AMM 6e steam cured and shall not be sI PD,d until at Ieost f,, (5) days after casting ACCepta C the —tiRs 'M be On the 6655 Of t r!Al te5L,,f' l h d culifty, nd .Pct' he 5 p.et d ? o ct, J int n t I I. se Co D b F th bIt stic :pe as nor ufectured by RAM PE. qual. Nh mere then In (III Yo e5 na be cost r ALUMINUM COVER WITH PRECAST TBP SLAB WITH OPENING FOR. ACCESS DOUR HINGED ACCESS DOUR PER MANUFACTURER'S SPECIFICATIONS, MINIMUM (300PSF RATED) SIEEL R4 E/N E 6' O.C. W/ 11AGD111 BARS AT CORNERS / PA LOCKABLE Nuwrl PRE -CAST CONCRETE WET WELL (NOT TO SCALF) SHOP DRAWING DEPLORED . AY CUJCJS ALITWHOM WET WELL COVER WITH ACCESS DOOR OOP F RATED HA CAF SERIES CIA OR CiP SS.FLQ1T & CABLE OLDER .ENT W/ srR nr- ) A _T oNIT ROI L PANEL 8'INLET WET WE LL CONNECTOR HUBS C.I INLET HUB W/ COMPRESSION RING w_ MERCURY SWITCH LEVEL CONTROL- MIN! ROTO FLOAT BY ANCHOR SCIENTIFIC z W/INTERNAL WEIGHT E, 48" MIN. REINFORCED I H SoNCRETF SABOVELR ABOVE SEE DETAIL SUBMERS BLE CRI HOER PUMP (2 HP MIAL-S (SPIE SPECIFICATIONS) STAINLESS STEEL MOJNTING STAND (AY PUMP Vi G_; IG, L' ,LIES h FIT SHALL BE 2 ASA I/ AN JCC B O I( TELIE UNION L`,_ EVER OPERATED PI TIE 'F CATCH BAST MGDI TI) -� T2' S HATCH F D RE . VAS UPEPING AVAT FEIN STAT-, PRECAST REINFORCED CONCRETE MANHOLE (SEESHEET 16"' 11 FOR STANDARD MANHOLE DETAILI MINIMUM REINFORCE STEEL AREA - 0.2 SO, IN. PER S0. FT EW. OR 44 P 12' E.W. ALL DPENNINCS FDR INFLUENT, CABLES, EIC. PER DE A!L BEI UW AND PER MANLFAC-L)i SPELL LIA11FM$, ALL HOLES SHALL BE FILLED WITH NDN SHRIMP GROUT. P' TYPICAL ,PROVIDE 8'X8' CONCRETE FILLET ON BASIN BOTTDM GEES O 36' .OVER 3 OU -SIDE OF VALVE PIT ! GRAVEL BASE S.S. LIFT �2" SCH. 80 PVC PIPING ((INSIDE),) CABLE 2" SCH. 80 PVC PIPING (QUTSIDE)— # NOTE: CONNECTOR HUBS TO WET -WELL FOR FORCE hIAIN AND ELECTRICAL OPENINGS SHALL BE FIBERGIASSED SCH.80 PVC AT FACTORY; OR INSTALLED BY USING A CONNECTOR HUB IN- FIELD NFIELD OR AT FACTORY (SEE DETAIL #LP -5) GRINDER PUMP SHALL BE "BARNES SERIES XSOV-l' OR APPROVED EQUAL [ WEn WELL SHALL BE PRE -CAST CO;4CRETE SEE DETAIL AECIIE S.S. GUIDO ASSEMBLY ! / PER PUMP MAN AC'UR_R)) AITH BREAK AWAY FITTING C, 2) PVC FULL }-- RI Id BAL CHECK VALVE Y e BARNES RUMPS INC BARNES GRAVEL BASF (NATURAL OR NATIVE SOIL UNDER BASE) LOW PRESSURE _FORCE MAIN SYSTE`,1F TYPICAL WET WELL & 4/95 REV 10/38 DUPLEX PUMP UNIT B' MINIMUM EMERGENCY INFORMATION P AQUE TONCL DaE NAME AND PHONE NUMBER OF MAINTENANCE PERSONNEL TO CONTACT IN CASE OF EMERGENCY. CONTRACTOR SHALL ENSUP,E 'MAINT./OPERATION MANUAL' WILL BE INSIDE LIFT STA, PANEL DOOR AND COPY FILED WITH UTILITY CO. AND EOR IF RE(]UESTED. T \LA h IL2 TAIL pr LIGHT EL.. HT = 72-50' .a�y,_MW r Q � wnw uw __ i vxl�ur � Erz EL 6 50 FRONTELEVATIONEnw RFAR ELEVATION DUPLEX COMMERULAL GR_NDER PUMP CONTROL_ PANEL DEIA11_S -- s0 - LOW PRESSURE_ FORCE MAIN SYSTEM -- F---—; - ------- LP--6 ,NOTE P JNER TO FT N 6RKER SJPP .ED By OTHERS. F-- - ,V/ E. 1� 11 m 11AE-111 c... .A -CUT II / s _ ..C4 STA'.NLE�S c1EE N=MI .^ 1 1 F11, F10 �e msoac LLI IPL aa so:,,aM L�=_ LS -11 1.11TI'm EQUAL ARVOKPI-VTc -UT Te— ! 2 3 4 5 6 7 e 9 10 11 12 pAOMNTRFL .a _ uour. o:rsmr �wcn ter, ELM1 Tale F. Ina 'Mel s d�ddd u:o "wwLs ELECTRICAL COP PANELS HEVATC FOR DUPLEX GRINDER PDOIP 3 PHASE 4/o , RIC, 6- 02, RE' .il/oz CHC. Ai_ _ LOW PRE SURE/ rURAV! Ik SYS I"EMS — -._-_.-� NOTES PRIOR T1 START .HF FII WIN, SIAL PE HER ''DL P ERTI_-ICA Of STAT_TLN FROM THE 'LEC RICAL GNTBACTER SHALL B PROVIDED HE C, D. AND ENCT,.'E_R OF RECORD AT START-UP, lNDILAT.NG THAT ALL ELECTRICAL WORK FDA LIFT STATION IS INSTALLED IN ACCORDANCE WITH THE 'NATIONAL ELECTRIC CURE' AND LOCAL CODE RE(IUIRE'MENTS. L-DUPPMP RECORD DRAWING DATA FOR LIFT STATION SHAL BE PROVIDED TO LRE D. AND ENGINEER FOR REVIEW -.IOR TO STAPT FAR A b ! AI1!_INY FENCE SHALL BE Cir.! TRUCTED P UND :NE LIFT S A CHAIN-INK SIT IT SHALL PAVE A ILC ,CABLE DATE AT ENi RA!v t DRIVE ANI; D!AINTENA IT SIGNS SHALL 8E POSTED ON .HE DOUR AS WELL AS ON THE LIF- STATION PANEL BOX, NOTE LLFT S ATILN, FORAE MA.TN AND GRAM- SYSTEM UP 7L PROPERTY I N_ TD BE D NEB, OPERATED AND MAINTAINED BY TOWNER � SEAPOINTE MARINA SEAL UFT STATION SOUTHERN DESIGN GROUP, INC E. ghee• g P -ng & P oject Management SHEET 609 Hepb A — 5 'te 204 J p.ler, FI oda 33458 61 ]43 0501 19 IN 4 OF NV B O6 05010 n K A J NU MAN' N A — — MAY 0 1 2007 t I I e I 6i-/ / MINIMUM STEEL A4 E/V R 12' CG � i I � PRE -CAST CONCRETE WET WELL (NOT TO SCALF) SHOP DRAWING DEPLORED . AY CUJCJS ALITWHOM WET WELL COVER WITH ACCESS DOOR OOP F RATED HA CAF SERIES CIA OR CiP SS.FLQ1T & CABLE OLDER .ENT W/ srR nr- ) A _T oNIT ROI L PANEL 8'INLET WET WE LL CONNECTOR HUBS C.I INLET HUB W/ COMPRESSION RING w_ MERCURY SWITCH LEVEL CONTROL- MIN! ROTO FLOAT BY ANCHOR SCIENTIFIC z W/INTERNAL WEIGHT E, 48" MIN. REINFORCED I H SoNCRETF SABOVELR ABOVE SEE DETAIL SUBMERS BLE CRI HOER PUMP (2 HP MIAL-S (SPIE SPECIFICATIONS) STAINLESS STEEL MOJNTING STAND (AY PUMP Vi G_; IG, L' ,LIES h FIT SHALL BE 2 ASA I/ AN JCC B O I( TELIE UNION L`,_ EVER OPERATED PI TIE 'F CATCH BAST MGDI TI) -� T2' S HATCH F D RE . VAS UPEPING AVAT FEIN STAT-, PRECAST REINFORCED CONCRETE MANHOLE (SEESHEET 16"' 11 FOR STANDARD MANHOLE DETAILI MINIMUM REINFORCE STEEL AREA - 0.2 SO, IN. PER S0. FT EW. OR 44 P 12' E.W. ALL DPENNINCS FDR INFLUENT, CABLES, EIC. PER DE A!L BEI UW AND PER MANLFAC-L)i SPELL LIA11FM$, ALL HOLES SHALL BE FILLED WITH NDN SHRIMP GROUT. P' TYPICAL ,PROVIDE 8'X8' CONCRETE FILLET ON BASIN BOTTDM GEES O 36' .OVER 3 OU -SIDE OF VALVE PIT ! GRAVEL BASE S.S. LIFT �2" SCH. 80 PVC PIPING ((INSIDE),) CABLE 2" SCH. 80 PVC PIPING (QUTSIDE)— # NOTE: CONNECTOR HUBS TO WET -WELL FOR FORCE hIAIN AND ELECTRICAL OPENINGS SHALL BE FIBERGIASSED SCH.80 PVC AT FACTORY; OR INSTALLED BY USING A CONNECTOR HUB IN- FIELD NFIELD OR AT FACTORY (SEE DETAIL #LP -5) GRINDER PUMP SHALL BE "BARNES SERIES XSOV-l' OR APPROVED EQUAL [ WEn WELL SHALL BE PRE -CAST CO;4CRETE SEE DETAIL AECIIE S.S. GUIDO ASSEMBLY ! / PER PUMP MAN AC'UR_R)) AITH BREAK AWAY FITTING C, 2) PVC FULL }-- RI Id BAL CHECK VALVE Y e BARNES RUMPS INC BARNES GRAVEL BASF (NATURAL OR NATIVE SOIL UNDER BASE) LOW PRESSURE _FORCE MAIN SYSTE`,1F TYPICAL WET WELL & 4/95 REV 10/38 DUPLEX PUMP UNIT B' MINIMUM EMERGENCY INFORMATION P AQUE TONCL DaE NAME AND PHONE NUMBER OF MAINTENANCE PERSONNEL TO CONTACT IN CASE OF EMERGENCY. CONTRACTOR SHALL ENSUP,E 'MAINT./OPERATION MANUAL' WILL BE INSIDE LIFT STA, PANEL DOOR AND COPY FILED WITH UTILITY CO. AND EOR IF RE(]UESTED. T \LA h IL2 TAIL pr LIGHT EL.. HT = 72-50' .a�y,_MW r Q � wnw uw __ i vxl�ur � Erz EL 6 50 FRONTELEVATIONEnw RFAR ELEVATION DUPLEX COMMERULAL GR_NDER PUMP CONTROL_ PANEL DEIA11_S -- s0 - LOW PRESSURE_ FORCE MAIN SYSTEM -- F---—; - ------- LP--6 ,NOTE P JNER TO FT N 6RKER SJPP .ED By OTHERS. F-- - ,V/ E. 1� 11 m 11AE-111 c... .A -CUT II / s _ ..C4 STA'.NLE�S c1EE N=MI .^ 1 1 F11, F10 �e msoac LLI IPL aa so:,,aM L�=_ LS -11 1.11TI'm EQUAL ARVOKPI-VTc -UT Te— ! 2 3 4 5 6 7 e 9 10 11 12 pAOMNTRFL .a _ uour. o:rsmr �wcn ter, ELM1 Tale F. Ina 'Mel s d�ddd u:o "wwLs ELECTRICAL COP PANELS HEVATC FOR DUPLEX GRINDER PDOIP 3 PHASE 4/o , RIC, 6- 02, RE' .il/oz CHC. Ai_ _ LOW PRE SURE/ rURAV! Ik SYS I"EMS — -._-_.-� NOTES PRIOR T1 START .HF FII WIN, SIAL PE HER ''DL P ERTI_-ICA Of STAT_TLN FROM THE 'LEC RICAL GNTBACTER SHALL B PROVIDED HE C, D. AND ENCT,.'E_R OF RECORD AT START-UP, lNDILAT.NG THAT ALL ELECTRICAL WORK FDA LIFT STATION IS INSTALLED IN ACCORDANCE WITH THE 'NATIONAL ELECTRIC CURE' AND LOCAL CODE RE(IUIRE'MENTS. L-DUPPMP RECORD DRAWING DATA FOR LIFT STATION SHAL BE PROVIDED TO LRE D. AND ENGINEER FOR REVIEW -.IOR TO STAPT FAR A b ! AI1!_INY FENCE SHALL BE Cir.! TRUCTED P UND :NE LIFT S A CHAIN-INK SIT IT SHALL PAVE A ILC ,CABLE DATE AT ENi RA!v t DRIVE ANI; D!AINTENA IT SIGNS SHALL 8E POSTED ON .HE DOUR AS WELL AS ON THE LIF- STATION PANEL BOX, NOTE LLFT S ATILN, FORAE MA.TN AND GRAM- SYSTEM UP 7L PROPERTY I N_ TD BE D NEB, OPERATED AND MAINTAINED BY TOWNER � SEAPOINTE MARINA SEAL UFT STATION SOUTHERN DESIGN GROUP, INC E. ghee• g P -ng & P oject Management SHEET 609 Hepb A — 5 'te 204 J p.ler, FI oda 33458 61 ]43 0501 19 IN 4 OF NV B O6 05010 n K A J NU MAN' N A — — MAY 0 1 2007