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HomeMy WebLinkAbout210 DrwgE z © ~ 2005 ~gFH lrm. 0201 10COVERO 1 ,dwg LOCATION MAP NOT TO SCAL£ CONSTRUCTION PLANS AND SPECIFIC ATIONS FOR The Lakes at P GA Village SECTION 34, TOWNSHIP 36$., RANGE 39E St. Lucie County, Florida SHEET INDEX JACKSONVILLE PROJECT LOCATION BEE FORT PIERCE PALM CITt' WEST PALM B~CH MIAMI WEST !NC. CONSULTING SURVEYORS "Pa rt ?~e 5550 BPR S.W. Corporate Parkway, Palm (772) 286-3885 Fax: (772) & FBPE License No: 959 CIVIL & ENGINEERS, MAPPERS Res~zlts Des g~ C't ' t y, Ftor~da 349190 286-5925 www.lbfh.com NOT m SCA~ PG.A. Village SHEET NUMBER C K-I H ...... ! - H-9 - H-IO P-! - P-8 P-9 - P-16 P-17 - P .... 20 D--3 - D-,4a D-,5 - D-6 SHEET TITI.,E/DESCRIPTION and Pavement Marking Shee}s Landscape Median Sheets Dr~.inoge Sheets c~heefs Sheets , Drainage Detai~ Cover Sheet Key Sheet Hort,~onfal Control & Signage tn~ernal Paving, Grading and Wafer and Wostwofer Prat]lc Sheets [.,.iff Station D: fa~! Paving, Grading and Wafer i, DJ ''STrlbu(Jon & Wasfewafer Col!ecfJon Cross Section Sheet Detail Drainage Sfruc}ure Tobies Sheet Sheets DATE REVISIONS ® 0 0 / / 2,8 cO t Z 105+43.50 OFFSEt-: 24.82 R 2~ 24' 26 STA: 105+69~t8 OFFSCr: 10.00 R STA: 107+79~15 OFF'SE-R I0.00 R-% X-xx, STA: 86+07.41 OFFSET: t \ \ STA: 88+49.78 STA, 108+~1~,52 / o SOLID YELL_OW .?-STA: 105+45.64 OFFSET: 25~t8 L STA; 105+69.72 OFh:~E: 10~00 L:?9 SOLID WHITE SEE SHEET NE AND CURVE "'75 0 H-9 & H-IO ~L CONTROL EDIANS 2~ 55 6" SON 19 l / I /// STA; 107+79~13 OFFSET; lu.OO L SOLID 56 'i-STA: 86+92~1 OFFSET: 10,0( i_ 88+00 8~ +00 i[~ i 0 v D 60 'i 6 u,L¢ 9O 4 O0 SEE FOR H ON LAi STA: 92+52,22 OFFSET: I 0~00 STA: 94+09,50 \ OFFSET: t0,00 L~ / / / / / / ~+oo L "- 65 D WHt'TE 94+09.50 OFFSCi'; 10.00 R 0 ---STA: 95+,89~59 OFFSET: 10.00 R 92+52.22 (?,F'F~CI-: 10.00 R 'x k,x '"- STA; 93+72.91 9 ..... 9 R OFFSET; 1 9 7 0 -~%. ............. 6" SOLID YELl_OW SOLID ITE 6g GRAP!tlC SCALE 4O 0 2O 4O / / ( IN FEET 1 ir~ch = 4,0 Scale' 1"=1000' Hotter Property Company The Lakes at PQA Village VE:RIFY S BAR IS EQUAL '1-0 ONE INCH ON ORIGINAL DRAWING 0~1 AD,JUST ALL_, SCALED DIMENtSIONS ACCORDINGLY Horizont, al Control Pavement and Signage Marking Sheet CONsuLTING OIVIL ENGINEERS, SURVEYORS & MAPPERS Val,'u~ B,U 5550 S,W. Corporate Parkway, Palm City, Florida 54990 (772) 286-3883 Fax' (772) 286-5925 BPR & FBPE License No: 959 www,tbfh.com DATE REVISIONS Date: 9_/02 Scale: AS NOTED Design By: Drawn By: Check By': LBFH PROJECT ° ,~-0i t0 SHE, ET H--7 ~0 ~ ~ / / ~ / / ~ / / / / , '~'~ 0 V- '~ ~'~ / 7 .. ~ / ', . ',%. \ / / 2005 LBFH Inc. REVISIONS DATE Date: . 9_~02 Scale: AS NOTED Design By: Drawn By: G~G, Check By;_ J,E.D, .> 0 ? ,.;~ ~, , STA: 9 8 + 5 4. i 9 ::> OFFSL-[: 10,C0 R \ SHE~ H-.5 FOR [JNE CURVE TABI ' STA: 99 OFFSET: t R--~ SEE SH ;~ H-9 & H-I ~, % ....... 7":,__~ ..................... . FOR ZONTAL CONTROl ~f~ ,, ON ~EDIANS 8'7 8 6 8 / -' ,,,, ' STA: '10t+13.21 'X' ~"'--STA: 98+54,09 ~ OFFSET: 10.00 L OFFSET: 10,00 STA: 101 .-43.43 OFFSET: 10.59 ~R t ~ / 102+00 I ; -' ~ e '~-STA: 102+85.95 'x / ~ O~'FSET: I0.00 L x, OFFSE 10 O0 L MATCHLINE STA: 40+20.49 SEE SHEET H-2 VE}~FY ~('~A~ IIIIik~~ CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS BAR ~S EQUAL TO ONE "P~ge~s Fo? Res~¢s, INCH ON ORIGINAL DRAWING INC. v~z~ B~ Des'~gn" 0 ~ I 3550 S.W. Corporate Parkway, Palm City, Florida 34990 ADJUST ALL SCALED (772) 286-3883 Fax: (772) 286--5925 DIMENSIONS ACCORDINGLY BPR & FBPE L. icense No' 959 www.lbfh.com . , 7 q Horizontal Control & Pavem. ent and,>l. gn"°'-- age, ~ Marking Sheet /// / GRAPHIC SC, ALE ,40 0 20 4.0 ( IN FEET ) I inch = 40 it, K..a_y Scale: 1'=i000' Kolt, er Property' Company The Lakes a't PGA Village L. BFH PROJECT No; 02-0i10 SHEET H--8 w 020t t otqORPL. NOS.d I STA; 21+37.13 ST · 21~6986 "kx 7 1 ff tl'.~~~ .... R I STA: 21-,:72.70 ~ ~ i OFFSET: 5.50 L7 ~ ~IOFFSET: 5,50 R~s STA: 21 +37~1.3 OFFSET: 5~50 R- STA: 21 +69.88 OFFSET: 2Z41 R STA: 21 +84.01 OFFSET: 5.50 +00 50' Xv-STA: 21 +85,95 OFFSET: 5~50 R STA: 21+86.19 28,59 Champions Way +00 / / STA; 23+85.66 OFFSET: 5.50 L~ STA: 25+82.05 OFFSET: 5.50 30' 25+.88.65 OFFSET: 5.50 L STA: 23+82,,11 OFFSET: 5~50 R STA: 25+88.69 OFFSET: 5.50 R STA: 25+ 66 OFFSET: R STA: 24+ OFFSET: 5,50 175.5' STA: 24+34~34 ....... OFFSET: 5.50 R Champions Way /-STA: 29 +77,07 OFFSET: 5,50 L //,- STA: 30+ t 7.88 OFFSET: 5~50 L ST/~: 30+53,64 OF-FSET: 5~50 L STA: ~9 OFFS / / / / +77,07 5~50 R STA: 50+t7.88 OFFSet: 5.50 R STA: 30+55,,64 OFFSET: 5.50 R t STA: 3t+16.15 OFFSET': 5~50 R C tq a ns plo n s Way S-f;<: 3 '1 + 1 6, t 3 OFFS[~: ~:::' ~0 I L3 (.D STA: 56+12.49 OFFSET: 5,50 L LSTA 36+ 12.49 OFFSE-1,": 5.50 R 56 +44,76 OFFS~: 5.50 L STA: 56+75~95 OFFSEt: 5~50 L ST'A: 57+24,73 OFFSET: 5.50 L ZSTA: 36+75~95 OF F ::~Et: 5~50 R STA; 36+44.~76 O, FSET: 5~50 R / STA: 57+24.75 OFIFSET: 5.50 R Champions Way 2+00 STA: 41 +89 48 ~ ' 'OFFSET': 5.5'0 L STA: 41+89.48 OFFSET': 5.50 R STA: 42+53.4.0 OFFcSET: 5.50__~.L ......_~ ............. STA: t05+79~99 OFFSETF: 5,00 ~.~ STA: 42+53.40 ~ ~FFSET: 5.50 R 43+66.70 OFFSET: 5,,50 STA: 43+66.70 OFFSET[; 5~0 iR STA: 103+. 9,99~ ......... ~ 0 F Fo,~L>~ ~r. OO~ R STA: 44.+50~45 OFFSET: 5.50 STA: 44+30,45 OFFSET: 5.50 R STA t05+66~89 }ET: 19,38 L STA: 105+67.02 OFFSET: t9,05 R STA: 103+64.76 OFFSEX: 5.00 R STA: 105+64.66 OFF :ET: 5.00 L. STA: 103+52,44 1 7.00 L STA: 1 0::5 + 51.40 OFFSET; 17~00 L.. sM ~o.s4-so OFFSET: STA: 103+5 t .,40 OFFSET: t6..87 17 t 03+53.75 OFFSEF: 5.00 R STA: 103+50 OFFSE[: 5.00 R (0 nlersecfion at C h a m p io n s Way & Shor't Chip Circle 2003 LBFH Inc. REVISIONS Date: ~~02 Scale; t "=20' Design By: Drawn By; G.G. Check By: J.E.D. VERIFY SCALE'~ BAR IS EQUAL. TO ONE INCH ON ORIGINAL DRAWING ~0~I AIDJuST ALL SCALED DIMENSIONS ACCORDINGLY DATE 5550 S.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-588,5 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.tbfh.com CONsuLTING CIVIL ENGtNEERS, SURVEYORS & MAPPERS "Pa?~tnevs For RestzZt, s, Xal't~ B?g Des~,gn" Internal Landscape Medians Sheet Kolter Property Company The Lakes at PGA Village LBFIt PROJ£CT 0 9 SHEET H-9 0201 t 0HOaPLN09.dw STA: 4-6+10.07 OFFSET: i9.50 L STA: 46+t3.15 OFFSET; 19.50 L -STA; 46+89.75 OFF'SL-[: 19.50 L STA: 48+-92.19 OFFSET; 5.50 L STA: 4-9+14.92 OFF.)E : 19.50 L STA: 46+89.73 / OFFSET; 5.50 L / rSTA: 46+19.t2 / ~ .~_,~ /OFFSET: 5.50 L --~ .... t "'~- STA 46+89.73 STA: 46+05.65 ~x OFFSET: 5.50 R OFFS~-: 19.50 R -STA: 46+19.t2 OFFSL~: 5.~ 46+08.5_~_--7 ~ --- STA: OFFSE-F; 19,50 R~ STA: 46.+89.75 OFFSET; '19.50 R STA: 48+25.00 OFFSET; 5.50 R STA: 48+-25.23 OFFSET: 19.50 R ~ STA; 48+92.53 _/ ............ ~.~ OFFSE'[: 2.75 R Champions Way S TA' 67 + '78.87 OFFSET; 4.65 L OFFSET: 1o,3'1 L-X \ 68+00 67 +- 83.91 OFFSET: 5.00 L 0 ~!E -P U TT P LA C OFFSET; 4...56 R ~ STA: 68+ 56.24 ~ OFFSET: 2.57 R / bla 67+53.97 OFFSET: 2.67 R iSTA: 68+50.24 OFFSET; 5.00 L ~ 68+56,.24. OFFSET: 1~00 R 68+90~70 OFFSET: 5.00 L, 6 O0 OFFSET; 2.,30 R "68+8t.4-3 OFFSET: 4.56 R OoTA. 68+88.3s- ~ OFFSET; 15,07 R One ...... Putt Place 77'+ STA: 77+44,51 OFFSET: 6.'71 L-\ ~ ~ STA~. 77+70 I I ~OFFSET: 6.46 L-~ 7Ta'77 -~-- 70 50 STA; 77+-44.23- ~FF}}ET; '4-.~2;'R OFFSET; 4.29 R~ 77+66,58 OFFSIET: 20.69 L \ \ 77+85.38 OFFSET: 20.33 L 77+ 81.02 OFFSET: 6.56 L 8 +00 FA: 77+81~52 OFtFSET; 4.65 R ;TA: 77+6&t5 OFFSET; 18,79 R STA' 77+85.16 OFFSET; 18.68 R STA: 78+26.59 OF'FSET: 5,92 L 78+ 51,54 OFFSET': 0.87 · 78+31.53 OFFSET: 0.13 R 79+( STA: 78+26.4,9 OFFSET: 5.08 R 2+00 STA; 95+48.63 OFF,SET: 10.00 R STA: 95+12.89 OFFSET: t0.00 R ,/ t STA: 95+10.87 OFFSET: 14,93 R .~horf Chip Circle STA' 95+50.65 OFFSET: 14.93 R / / 2003 LBFH Inc. DATE REVISIONS Date: _ _~~ Scale; 1 Design By: Drawn By; G.G. Check By': VERIFY SCALE BAR IS EQUAl_ TO ONE INCH ON ORIGINAL DRAWING 0~1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY ~/i~ii/i~ CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " Pa~ners For Res~lts, IN C. Val~ue B'Sl Design" 5550 S,W. Corporate Parkway, Pairn City, Florida 54990 (772) 286-5885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com _ Internal Landscape Medians Sheet Kolter Property Company The Lakes at PGA Village LBFH PROJECT No; 02-0 t t. 0 SHEET H-10 0201 t OHORPLN lO,Ow9 IN ST. MITERE D CROSS CTION PER ,0.% ~NDE;~ 272 (TYF.) 2005 LBFH Inc. CONS~)'M1TERED END CROSS SECTION PER F.D.O.T. II,iDEX No. 272 SF SF EXISTING WOODEN FEN AND GATE TO BE Ri TED 12 CON CONC, FLUME 'l 'l % \ \ \ \ \ ./ \ \ \ "~ PROPOSED SHELL ROCK ROAD CONST, CONC. FL. E 1 0 · 7¢ \ \ \ 'x // 1 4. 20' ............. ~ PROPOSED TOP OF BANK \ \ \ PROP <.ONTR L STRUCTURE (CS-t) ",, · EXIST. GOLF CART PATH (TYP.) .......... ~,, ",, 9 \ \ 8 7+00 X, xx \ X \ \ \ \ \ \ \\ \ 7 GUTTER (TYP.) WETLAND W--92 WSWT EL, 25,20 SF /~/~O,O~.~~PROPOSEI3 5' CONC. SID (TO BE CC AT TI OF HOME,,, STRUCTION) K !~ PROPO 18+00 116LF - 50" R. ES L 0 C l< 8 ~.~---'~'~ ~ ........ ~ inch = 40 .~. 258L. F -- 14.5LF - 50 R.C.P. 1 6 'l 7 1 8 '~ 9 XN-PROPOSED TOP OF BANK 20 \ ~ 2I R.C,P, INV, EL, EV.=17.00 ! / / / / SF TYPE "D" I CURB -- 30" R.C.P, ~ ] ROPOSED 5' CONCRE IDEWALK (TO BE ONSTRLICTED tN si'rE E VELOPPl EH % TYP. ) TYPE "D" CURB \ \ \ \ \\ \ 58 F-- t5 R,C.P. ~, ~ t \/ ~ij/( tN\,. Et..E,/.=I )0 4.5LF - 24" R.C~ , U, E ! t MATCHLINE STA: 72+44~09 /--.-PROPOSED LAKE FOUNTAIN C. 22.50 t t t t 1 / \ 200L. F -- 30" R,C,P, "',%.,,. "~., /,," %,%. % ,,,. \ \ \ \ \ \ \ \ \ 9 8 l i] ,/ / / / / ! t / 3 0 ~ 130LF -- 72" R. '~"-.. t t t t t :"-... C,W.E.=25.50 uCONST, k~TERED,END CROSS SEC'f'I 0 N P'ER-_~<~. O.T. INDEX No. 272 (TYP.) "~.,~ '~-. DATE REVISIONS Date: ~ Scale: AS NOTED Design By: G.O. Drawn By: Check By: J.E.D. VERIFY SCALE BAR t:S EQUAL TO ONE INCH Oki ORIGINAl_ DRAWING 0~t ADJUST ALL SCALED /llP CONsuLTING CIVIL. ENGINEERS, SURVEYORS & MAPPERS "Pa~t~e?'s Ih?' Rest,Its, INC, val~ B~ Desig?T' 5550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-5883 Fax' (772) 286-5925 ~ .. ~ BPR & FBPE License No: 959 www.lbfh,com Paving, G. rading,.snd D.~'r-" ...... aln. age-""-"'*' Shee[" ' Kol[er Property Company The Lakes at PGA Village LBFH PROJECT No: 02-01. i0 SHEET ?-1 0201 IOPDPLNot.dw9 E ,% .%, ::-'PROPOSED 5' CONC.t ' SIDEWALK (TO BE CONSTRUCTED~ t ' AT TIME OF HOME CONSTRUCTION) ,% GUTTER (TYP.) / I t t t t t I t I I i I i t / / / / / / / / / / ! / / / ? / ~ / / / 2 / / / / / / / / /' / / / / / / / / / / f / / / / / / / / f / \ : Zi '- ' 24" ~ '-~ TYPE 'D" CURB ,. 94LF - . ~ ~ R/W UN "~. -~' x.~x ' ~"~' ~ <~%' ~ x.. ~ / ~q ~" ~ N ~ :%; '~ ~ -. "~ -.~: .... '*:¢. .,, ~. '~1~' / '~,Cu/' / tx.{ ~x. -44: / , 9.~ ~ ~' . -,, .::-..% ¢, 200: LBFH lnc~ l f I f I t / / 1 ! / / / / 1 i t f I i I t t t I / / / I / / ,) Kty Scenic: t "- t 000' SF 46LF- 15" 32+0 5' CONC. ;IDEWALK (TO ',E CONSTRUCTE AT TIME OF OME CONSTRU ) PROPOSED R/W %. PROPOSED TOP OF BANK // / //' ," 27LF - 15" R, P. "' 502LF--24 R.C.P. .& l PROPOSED iMPERMEABLE BARRIER ,-'?~) i 5' ELEC. , :, '4{;:,.; ,: DATE REVISIONS Scale: AS NOTED Design By; Drawn By: Check By: VERIFY SCALE BAR tS EQUAL TO ONE iNCH ON ORIGINAL DRAWING 0~1 ADJUST ALL SCALED DtMEHsIONS ACCORDINGLY /III/iNC CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Pa~ners Fo~ Res'td~s, . VaZ~ze By Des{gn" 5550 S.W. Corporate Parkway, Palm City, Florida 54990 (7'72) 286-3883 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.tbfh.com · 54+00 SF SF SF 7:'- t5' DRAINAGE ENI '% +00 ~ B FYPE "D" CURB..// Paving, G ,-fading and Drainage Sheet ~OVIDE %MPORAR?, DURING CONoTRLJC FtON L~FH PROJECT No: Kol'ter Property Com, pany The Lakes at PG..4 VitIa~e 02-01,.10 S },,! E E T 020'110PDPLNo2.dwg I .../~ /// '~- WETLAND W-89 WSWT EL 26,,80 KKc_y Scale: 1":1000' t SF t ........ SF- --.- SF SF SF EXISTING GOLF COLIRSE 45LF - 18" R.~;.P. 151LF -- 2. 1 I 1 I x... t 1 1 ~45LF - 11 ;" R.C.P. ~, ¢~ ~o H A M P I 0 N ' :MENT 1 1 /, PR~OPu.~, R/W LINE [ .... PROP ~SED 5' CONC. SIDE t"~\ (1-0 B CONSTRUCTE[) A'F 63 WAY EXISTING TRESS (TO BE RESERVED) PROVIDE TEMPORARY DURING ':' CTION m.¢NSTRU G ¢PE "D" CURB 2003 LBF~ tnc. 64 DATE .~.~--~--i N STALL tMPERMEABL. E  ---'-'" BARRIER T() AVOID iMPACTS TO PRESERVED TREES REVISIONS VE,RI'FY SCALE BAF~ tS EQUAL. TO ONE INCH ,ON ORIGINAL DRAWING 0 IiIlIIiII 1 ADJUST At..[., SCALED DIMENSIONS ACCORDINGLY Date: ___~9/02 Scale: AS NOTED Design By: Drawn By: Check BXL -/ Exlb f ti,iG LAK~.... ~,, c.:. 2'1.o0.. SAWCUT FOR F.M. INSTALLATtOF~/:,,,, AND REPAVE tN'TERSECTION~. ~ _. ~ PR©~OSED BRICK PAVER CROSSWALKS. SEE BRICK D:T:iL AND FLUSH HEA::~:O:: DETAIL_ ON SHEET D-49/ // // bXIoTiNG ?G~¢ TYPE 'F' '('='- _ CuRB & GUTTER ',% TYPE "O" CURB //"~ /I E "D" CURB t i / / / t / / / / i / t / f / / t / I f t I t / 1 / / X / // / / / / ./ / / / :OU -, ... ....... E CON: ... TED IU/SITI~ VELOPM~N~ 'IWR,,:}. i . / c/ / ~;&. , , l1I . / C~~ %% "~, ,. ..~ '~ / -¢ 'c,' 9". / / 1 / / ! / / / ~ / t ! / !! EXISTING EDGE · -:: OF WATER .... --EXISTING TOP OF BANI( 7-- MATCHLINE STA: 101+00 SEE SHEET P-7 CONSuL.TING CIVIL ENGINEERS, SURVEYORS & MAPPERS Pa~ners ?o~ Res'MCs, V'allze Blj Desig?z" 5550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-.3885 Fax' (772) 286-3925 BPR & FBPE License No: 959 www.tbfh.com EXISTING 5' CONC. St DEWALK 50+70~t0 Z~ CONNECT PROPOSED -SIDEWALK ,,*' ..--""' --INTERSECTION TO BE REPAVED .,/'~//~ . j// .../." "" ...../~-TURBtDtTY BARRIER -' )C' ..~ ...................................... ,-' Gt=~APHIC SCALE / 4oo 2o Paving, Grading and Drainage Sheet ( ~N FEET ) ! inch = ,4-0 fL. Kotter Property Company The Lakes at. PGA l;~,iage , LBFH PROJECT 02 ...... 0110 SHEET' ?-3 020110PDPL~O3.0wg GRAPItI(. SCALE ~ .,, / 40 0 20 40 / / / ( $~ FEET ) i inch = 40 / t /' EXtSTING / - C~W.,E~ 21 O0 /' "----EXISTING LAKE TOP OF BANK .¥ \ \ x'x xx 1 \ x, 'x 'x / 14ATCH EXIShNG / :/.../.-'/ ELEVAt-IONS,:: :~ /> \ \ x. 'x 'x ,: 51LF .....I8" SF rx ? VALLEY GLITTER 29 Mop Scale; 1"=1000' ,,4 9 8 .,A~ / \ \ ./ , .--- .... ':L p R 0 F 0 S E't~ ~ R/'W LiNE 2.4 EXISTING LAKE C.W,E, 21 WETLABD W .... 91 WSWT EL, 25.90 296LF- ,:4- R.C.P /-%. / / I5 i 6 ,& ,// 113LF - 18" --RECONFIGURE TOP OF ....................... E BANK TO REAR LOT LINE .................. :'? ., 17 VERIFY S,.A. LE BAR tS EQUAL TO ONE iNCH ON ORIGINAL DRAWING 0 J~JIIl~ 1 ADJUST .ALL SCALED DIMENSIONS ACCORDINGLY DATE REVISIONS CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Pa'rcn. e?-s For Res~zZ~s, Va~e B'!/ Des'~gn" 5550 S.W. Corporate Parkway, Patrn City, Florida 54990 (772) 286-5885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.tbfh.com Paving, Grading and Drainage Sheet LBFH PROJECT No: x: 0.i. 10 SHEET 020110PDPLNo4~dwg Kol. ter Property Company The Lakes at PGA Village Date: ~~02 Scale: AS NOTED Design By: Drawn By; Check By' J~E,D. ~ .>> 9003 [tBFH tnc -%. K e Sca~e· I'=~000~ "' ...... '""'"-'-~-... (FOR FUTURE LAKE ..... ~... COINNECTiON) INV. ELEV.:=17.00 PROPOSED EDGE OF WATER PROPOSED TOP OF BANK - 50 R.C.P. ¢' ~-PROPOSED BERM CAtP END GRAPHIC SCALE 40 0 20 40 ~Oy '~'~.~ ............... FUTURE DATE REVISIONS Scale; AS NOTED Design Drawn By; G.G. Check ByL / / / / ,.: ..... ,>-,. / ." / xxx ">20 /: WETLAND W---92 WSWT EL 2~ 20 VEtlIFY SC^LE ~/i~ CONSULTING CIVtL ENGINEERS'''Pa~e~s Fo~ Restdfs, SURVEYORS & MAPPERS INC. Val~e B'~ Design" 5550 S.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-5885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com BARI IS EQUAL TO ONE INCH iON ORIGINAL DRAWING ADJUST ALL SCALED DIMENSIONS ACCoRDiNGLY // // / (~fT~ ~' x..~ / / ~. 32~, ~' / / -.~2' ~ " / / / / // i / / / -" ...... ! / /" -. %.. / / ,,"' xb' '~',,~ ~. / / ?;% .,,~ / / '~, / / / / '~?, ~ x, \ ,.y',, ,,7/ GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1. kmh = 40 ft. Kolter ProperLy Corn. party Paving, Grading an.d. Dra" ..... 7~ ina. ge Sheet The Lakes at PGA Village L, BfTi PROJECT No: ©o 01t0 SHEET 020110PDPLNOs,dwg .,. t ~ , ~ .... ~.~_ ~ :~... ~.,~. .~,~ ¢ 0 20 / 4O INV, ELEV.=17.00 (CAP FOR FUTURE COMMERCE DRIVE CONNECTION) .J / / / / / / / / / / 4,0 I t t \ \ \ \ ./// \ \ \\ \ )~gLF - 18" 3 6 TYPE "D' CURB go VALLE'f :UTTER (T'rP.) tNV .=17 50" 2 46 LF ..~z ..... I 134LF: - 24' R,C,P, s_:~.o~::,. -*-'+':e'SS -.. 2308 34- DR..tNAGE EASEMENT 0 C K 22LF - 18" 2003 LBFH lnc ..... %-108i.F - 24" R,C,P, VERIFY SCALE DATE REVISIONS BAIR IS EQUAL 7'0 ONE INCH ON ORIGINAL DRAWING 0 ItIIIIi~ 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY Date: ...... 2z/02 Scale; AS NOTED Design By:_. Drawn By: G.G, Check By: J.E.D. 4.9 50 5 t 2,-,: K e._y_ M,__aR Scale; !"= !000' CONsuLTLNG CIVIL ENGINEERS, SURVEYORS & MAPPERS " Pa'~n¢?'s ?o~' Res'ul~s, Va~ue B'y Design" Paving, Grading and Drainage Sheet 3550 S.W. Corporate Parkway, Palm City, Florida 34-990 (772) 286-5885 Fax' (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com Kot'Ler Property Company The Lakes at PGA Village LBFH PROJECT 0© 0ti0 SHEET P-6 020110PDPLNO6,dwg ,-) © ,-) 4 ' i //V/ ? 'I. 0 0 '/ qF i DATE REVISIONS Date: 9/02 Scale: Design Drawn Check B,vm_ VERIFY SCALE BAR IS EQUAL TO ONE iNCH ON ORIGINAL DRAWING ADJUST ALL SCALED DiMENSIoNS ACCORDINGLY /iii/iiC CONsuLTING CtV[L ENGINEERS, SURVEYORS & MAPPERS Pa~ner For Resets, Val ~ By Des 3550 S.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-5885 Fax: (772) 286-5925 BPR a FBPE License No' 959 www.tbfh.com D~ai, nage S'Lructure ..a-bles Sheet Kol, Ler ProperLy Company The Lakes at; PGA Vlltage LBFH PROJECT No: 03-0 t 10 SHEET 020t 10TF LN01 .dwg I I / ! t ! t '1 1 / / / / / / / / / ,/i x0) / / / / / / 26 "~"¢ it! / / A t i I f I t DF~^mAGE' / 1 t t t \ \ \ ~G \ \ \ \ \ \ \ \ t / .... ! / / / / / / /, 20 Scale: i ": 000' ~? PROPOSED tMPERMEAB BARRIER .... PROPOSED LAKE FO TAtN //-PROPOSED ~[~,~ OF BANK / / % % % ! / / © -!-~?i*'188LF-- 18" R.C.P. TYPE 'D" CURB~x~ / / / lijrI 0 G, RAt:H~C SC LE PROPERTY LINE 4. --BACF(FtL[~ AND COMP,ACT 6" , ........ ~, ~ MAX um's -to A w N'O~" LESS THAN 98% ~~0 ~L', '~ AASHTO T180. MATERIAL USED TO FORM THE EMBANKMENT SHALL BE GOOD CLEAN, GRADE NO. 1 MATERIAL APPROVED BY OWNER'S REPRESENTATIVE ---PROPOSED LAKE FOUNTAIN -¢ / ' ""' ':'Cs ~'-L. /...~ EXI..TtNG LAKE EXISTING MAtNTANENCE BUILDIN~.~" - PR OSED_R/W LIN 17,.I~.,L/-'!~'' ~-'' , / / ./' © 55 B L 0 56 22L. F - 15" R.C.P. 6O ) ~.0 LBFH thC, VEI~IFY SCALE BAR IS EQUAL '[0 ONE INCH ON ORIGINAL. DRAWING ADJUST ALL. SCALED DIMENSIONS ACCoRDiNGLY DATE REVISIONS Date: ~'2/02 Scale; AS NOTED Design By: Drawn By: Check By: J.E.D. 61 VAL. L~ ?' TTER (TYP.) .2. 099,_ ,~,, 69 Pf EXtS A ~E WALL / / / ~ / / ¥ I I \ \ \ G DIRT ROAD EXtST~NG PERIMETER BERM-] Kolter Property Company Lakes at PGA Village The Paving, Grading and Dram. age Sheet CONSULTING CIVIL. ENGINEERS, SURVEYORS & MAPPERS ?caChe s For Rest~¢s, Vabu, e B!] DesigW' Parkw 3550 S.W. Corporate ay, Palm City, Florida 54990 (7'72) 286-5885 Fax' (772) 286-5925 BPR & FBPE License No: 959 www.ibfh.com LBFH PROJECT No: 01.10 SHEET p-.? 020110PDPLN07,dwg ~-PROPOSED TOP OF BANK PROPERTY LINE .......,, (m ~E ~UO~D m~ ! ~ 0t\E-- -~o~ ........ OHE'~ )HE HE .... -~OHE ---OHE-- ~-- "~,~ ~:~ '~ PROPOSED EDGE OF WATE~ &~-~"' EXlS~f, qO FEN \ 4? B,qCKFiLL AND COMPACT 6' MAX. LIFTS TO A DENSITY OF NOT LESS THAN 98% OF AASHTO T180~ MATERIAL USED TO FORM THE EMBANKMENT SHAI_L BE GOOD CLEAN, GRADE NO. 1 MA~RtAL APPROVED BY OWNER'S REPRESENTATIVE-~ 88 \ \\ EXISTING LAKE C.E. 22.50 TOP OF 87 SHORT INV. EL. EV. ~.:t-6. O0 -~ TYPE 'D" CLJRB BANt( VALL,EY GUTTER 1 0,2 +00 CHIP C I R C L · (c~) 2005 I BFft tnc MATCHLINE STA: 40+20.49 --OHE--- -- 40LF- 54" R. J2<P' DATE REVISIONS 85 ../ / // lURE \ \ ,.lbo \ \ \ \ GRAPHIC S C ALE 400 20 6 0 .< Ld J 0 6O ( ~ FEET ) i inch = 4.0 it, / ' 22LF - i i R. C, P. '~ : ~' _tfi?~ / t ! / / / ? ? , . ---- SEE SHEET P-2 Date: 9/02 Scale: AS NOTED Design By' G.G. Drawn By; G,G. Check Scale: I '"= 1000' 40 VERIFY' SCALE BAR iS EQUAL TO ONE tNCtq ON ORIGINAL DRAWING 0~1 ADJUST' ALL SCALED DIMEINsIONS ACCORDINGLY ~L~~~C "Pa'r~nevs For Res~l¢s, . Val~ B~ Design" CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Pavin. g, (**ad]rig and. Drainage Sheet Kolter Property Company The Lakes at PGA Vfl!age 5550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286.-3883 Fax: (772) 286-3925 BPR & FBPE License No: 959 www.lbfh.com LSFH PROJECT No: 02 .... 0ii0 SHEET P--8 020110PDPLNOs.dwg / / ifil t1 I1 / 'l i \ \ \ \ DATE S1 -t STA: 1 3+59.89, 48.64' RT. RIM EL~=26.00 INV. ELEV. 0UT=15.4-1 t2" GATE VALVE STA: 13+75.18, 47.77 CAP END St-2 STA: ! 5+90. t 6 RiM ELEV.=25.87 1NV. ELEV. tN=13.15 1NV. Et...~. 0UT=13.05 \ \ \ \ \  BO~i-OM OP S =22~17 ==12.79 14¸ REVISIONS i 0 " ,,, ,,, x. % \ % 'x \ \ \ \ ! I I x. S5.-2 STA: 15+59.83~ RIM ELEV, INV. ELEVL IN: iNV, ELEVL N 77 8 4" P.V.C. W.M.7 STA: 16+32,46 RIM ELE¥.=26.61 INV. ELEV. tN=12.09 iNV. EL. EV. tN=20,!3 INV, EL. EV. OUT=I 1.99 \ ["%, SF 6 BOTTOM DRA =21~00 TOP SEWER 1.4..6 .5 / / / / / / ~x. / / GRAPHIC SCALE 400 20 LL HYDRANT ASSEMBLY ST.A: 72+-72.4.7, 55~.82' f BOTTOM DRAtN=21.O0 J TOP SEWER=16.21 BO%t-OM DRAIN=21.O0 TOP WATER=I 9 ! / 4 BOTTOM WATi =22.53 TOP SEWER=I $I ---5 S'TA: 21 + 1 3.87 RIM ELEV.=: INV. ELEV. iN tNV. ELEV. 8" BEND Sl¼: 75+68~51, 26.10' / t 1 l PROPOSED 8" P.V.C. ,/ / 8" BEND / STA: 2t+81:6 6.05' LT. 4" 2 x 'TEE STA: 16+22.78 25.00' RT. 17+00 18+00 DRAIN=21,0 '~ [ BOTTOM >P SEWER=12.61 ~ t-OR WATER=t9 kit' 1 ..... C) (}.,.V B STA: 1 -+..12.51 RIM EL 21 INV. El_ tN =: 1 'i .67 INV. ELl OUT= l,,1,.57 17' 18 ~ 20.76 FIRE FtYDRANT St'A: 16+29.75, '7.00' RT. Date: . __9~02 Scale: AS NOTED Design By: Drawn By: Check By: J~E.D. VERIFY' SCALE BAR IS EQUAL TO ONE tNCN ON ORIGINAL DRAWING 0 IIlil~ll~It~ 1 ADJUST ALL. SCALED /' ..~~- ~FIRE tqYDRANT A~ :"" / STA: 20+95.27, 17.~t8' RT. - .... 12"x 8" ~'-- PROPOSi ;O 12".. P.V.C. W~M. 8" REDIJCER 8" GATE VA 12" GATE VALX/E STA: 21+8 .76, 25,,00' RlL BOTTOM T 0 P 89 \ \ \ x. BOTTOM VvATE =25.72 ...... --- i TOP SEWER= ,76 12" x 8" Ti 8" REDUCER STA: 77.+2(.44, 6.71' BOTTOM ~5 TOP SEWflR=9~82 8" BEND ST,Z: 77+48,.66, 28.75' T'OP SEWER=10~18 LiNE \ CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, Val~e By Design" 1 l J I t 1 i 12" BEND STA: 22+55.60 25,.00' RT. 7 /STA: 23.+45~51~ ............. R=25.18 MATCHLINE STA: 72+44~09 SEE SHEET. DNE *S4A* t 1 t i 1 / i i \\ S4A-3 STA: 75+01~48, 14~50' RIM ELEV.=25.83 1NV. ELEV~ tN= 14.9t 1NV. ELEV~ 0UT=t4.81 N \ \ \ \ 29 :SI-7 (S4A--4 St-A: 25+52,.90 RIM ELEV,.=26.'. 1 tNV. EL~. 1N ,.63 ttqV~ ELEV~ tN 14. I8 INV, ELEV, 64 INV. ELD& .55 RT'. 9 A..oEMBLY .~. /,-- FiRE }: ~" ---$~T),: 5+91.95, 55.81 ..~..~ /'// / '"'. ......... // / bTA: 23 +'~ :,8o,69 RT. ' f / RIM ELEV.. =26.43 / / iNV. EL.~v/. i[:4=9.] / 51 / tNV,, ELEV. 1~=9/~)6 / ' ' / INV. EL.~& 0UT¢8.96 / / ,,v. / / Water and Wa~:tcwater Kol. ter Property Company The Lakes at PGA Vil, lage 5550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3883 Fax: (772) 286-3925 DtMEN:SIONS ACCORDINGLY BPR ac FBPE License No: 959 www.lbfh.com LBF'H PROJECT No: 02-0ii0 SHEET P-,9 /: x, x, / / / / 'x / / / / / / / DATE REVISIONS 1 '7,O O""-JRT, Date; ~9-Z/02 Scale: AS NOTED Design Ely; 0%. Drawn By: Check Byz_ 49 LF 0.,40% 8 PAl. C,. 9 294-04.4-5 ELEV.=26.45 INV. INV. EL. EV. 1N=6. INV. EL. EV. OUT: 5.13 STA: 29+.05.15, 48.80' LT, RiM ELEV.=26.00 NV. ELEV. IN=5,94 ¢/ ScaLe' 1'=t000~ , /" i / f' // / / / / / ,,, / // / / / / / / · · / / / / / / / / / SF GRAPHIC SCALE 40 0 20 40 inch = 40 fL x, 'x N x, .............. SF ......................... SF ................... SF ............... SF SF SF 'VERIFY SCALE BAR IS EQUAL. TO ONE tNC:H ON ORIGINAL DRAWING 0 JJJlJJJ~ 1 ADJUST ALL SCALED DIiMENsIONS ACCORDINGLY UTILITY EASEMENT O.R. BOOK , PG ___ PROPOSED 6" P, BOTTOM DRAIN=2 TOP SEWER=7.8 [BOTTOM DRAIN TOP SEWER=9 /.¢, B L 0 C. K A 55+00 -52--5 / STA: 35+06 3, 0,00' LT. RIM EL_~V~=2 ,86 iNV. ELEV, =8,.84 tNV, ELEV, O! -=8,74 32+00 33+00 PROPOSED 12" P.V.C, W,M BOTTOM DRAIN .76 7 WATER= 1 .00 ¢, %: / 0 l//tN CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS C. VrzZta~ B~j DesSg'rC' 3550 S.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-5883 Fax: (772) 286-5925 BPR & FBPE License No' 959 www~lbfh~com Water and Waste'water oheet e Kol. t. .r Property Company The Lakes at PG.,A Village LBFH PROJECT No: 02 ...... Ol10 SHEET P-lO 02011 OWSPLNO2.dw9 / / / / / /1 Scot~: t"=1000' SF~ SF SF SF SF SF ...... SF -FARE STA: 1 c, EWER= 10,.48 DRAtN=21.00 S2-4 STA: 59-t 08~45 RIM ELEV. 7 INV. Ei..EV. tN= 0.54 iNV. ELEV. OUT 10.44 41 +~ JO Z © _ Cb O ASSE +64.09, t8.02' .5 ? HAM PION' WAY BOTTOMTOP RAIN=20.76 ::19.00 Bi 0 C K A S9 \ / / / / ? / / /' i STA: 43+10.06, .91' RIM ELEV.=26.84 I NV. EL~. IN-21 i7 INV, ELDT. IN=12. 6 INV. ELEV. OLJT=I ..14 PROPOSED FiRE HYD ASSEM B, LY STA: 42+~;4.~1 63' BOTTOM WATER=22.73 'TOP SE' 12.92 STA: RIM .EV, =26~05 INV. ~EV. tN=22.14 INV. 0UT=22.04 5, 4-.55' LT. 1 / /© i / 4L ~\ S2-1 ~STA: 45+50, 6.00' '1~{ ELEW ~25.84 ELEV. 0UT=22~55 / CONSTRUCT t ?" ._ x TEE 8" GATE VALVE, 12" GATE VALVE STA: 43+57.9t.,:~, 27,t9' RT. / / / / / // ./ ? / / / // / /' EXtS'T'ING FIRE H'fDRANT~,}<,~/~ / / /~ t .... / / PROPOSED/OA¢~ AND BORE [)t~ECTONAL DRILL FOR 6,.:P,P~C. FORCE / // PROPOSED 12" P,V.C / WATER MAIN -~,,~, /' / ',, /' / / / / / / ./ / ./ dO I/ i/ I I //~ / ~ / / // / / / / / EXISTING 6" FORCE MAIN PROPOSED 6" x 6" WET TAP AND VALVE STA: 49+84.85, 51.58' / / / / 50+70,10 . EXISTIN(~ I GATE VALVE l-2 PLLG AND BLOW OFF / EXiS~tNG 12" WATER MAII~ G RAP HtC S C A. LE '~. / / 40 o 20 40 // ( lin FEET ) i inch = 40fL REVIsiONS Date: 9z/02 Scale: AS NOTED Design By: G.G. Drawn By: 6.G. Check VERIFY SCALE BAR IS EQUAl_ TO ONE iNCH ON ORIGINAL DRAWING 0~1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY DATE //ii/ CON'sULTING CIVIl_ ENGINEERS, SURVEYORS & MAPPERS ".Pa~r~.e~s Fo?' Res~l~s, INC. VaZ~ 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-5883 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com W,ater and ~a~i,,.wate~ Sheet LBFH PROJECT No: Kolter Property Company The Lakes at PGA Village 02-0110 SHEET .P-- i i 020t 10WSPLNo3,dwg x,k --EXIST. SANITARY SEWER MANHOLE RiM ELE%t =25.83 iNV.. ELEV.= 17~53 INV. EL.E~v'.= 17.48 (NE EXIST. 57LF a' P.V.C. SANtTARj SEWER ~ 0.40%.-~ .,~-.~.~.. ~.~ EXIS% 8 PLUG, 8 GATE VALVE,N~'~,~ BLOWOFF AND SAMPLE POINT REFERENCE LAWSON, NOBLE WEBB, INC. WATER AND SEWER PLAN FILE B319, SHE~ 4 OF 8 k k $4B-4 STA: 60+85~67, 5.00' RIM ELEV.=25,14 INV. ELEV. IN=18.27 INV. ELEV. OUT=IS. i GRAPHIC SCALE 40 0 2O 4O i inch = 40 fL t t I / / / / / / / / / \ \ \ \ \ \ k \ / / / / / / 5 4 PRO~ \ \ \ 8" P~V,C. W~M Y~'/Ri~ / FiRE H NT ASSEMB, LY / STA:I/~+42,91, 15,00 RT. ~/ / / 4[ BO~[OM TOP / / / / ,3 5 /--S4IB-5 S'[A: 62+61.68, RIM EL~/,,=26.1 6 tNV, ELEV. tN=19.06 INV~ ELEV. OUT=I / / 1I / =20~76 __/ t 19~26 / / 5 t i / / / t 6 t f / t / / / / / 1 / / i / / / / / / / / // / / / / t t t ! k\ \ ,,>!k \ "k \ Scale: 1 "= 1000' X~, k \ \ J× / / / / / / / / / / / / // ~c~ /'i// // // \ c 68+5/.6/, 24~12' R ELEV.=26.10 ! NV, 0 U'F = 17.5 S4A-2 STA: 71+20.79, t00.67' RiM ELEV.=26.72 INV, ELEV. IN = 16.61 iNV. ELEV. 0UT=t6..51 SF -- ...... SF / ........ "~"~ ~ / x ~ ~- ~" BO~()M DRAIN =2 / /k -~ -' ~ TOP SEWER= 1 '7~5 5 0 ,,.. / ~- LINE '$4B' ,- " "' / FIRE HYE. RAr,T AS BLY ~ 4 / S]A: 6,+36.47, 20 RT. B L o c ¢,i C '\\_ ~. /, TOP DRAIN= ..... / 3S JS .... 18 ~2003 LBFH tnc, ' .................................... ' ...... / / Date: Scale: AS NOTED Design By: G,G. Drawn By; Check By: J.E~D. VERIFY SCALE BAR,' IS EQUAL TO ONE iNCH tON ORIGINAL DRAWING ADJUST AL, L SCALED DIMENSIONS ACCORDINGLY DATE REVISIONS CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS ".Pa~nevs Fo~ Resid, i~s, Vcd,'~g B~ Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3883 Fax: ('772) 286-3925 BPR & FBPE License No: 959 www.lbfh.com Water and Waste'water ,>beet Kolter Property Com. pany The Lakes at, PGA Village LBFH PROJECT No: 02-0110 SHEET 020~ 10WSPLNO4,dwg 2005 LBFH tnc DATE / / Scale; t"=t000' J ,/ ./ GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40fL //,./ 1 I / / / k x. + bJ Z ~,.J / ,,/ // REVISIONS / / VERIFY' SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 01~1 ADJUST ALL SCALED Date: ~_9_z/02 Scale; AS NOTED Design By: Drawn By: Check Dy:, DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Resets, Valise By Des -% ,/ k k k k LBFH PROJECT Kolter Property Com. pany The Lakes at PGA Village ~ 020t 10WSPLNOS,dw9 '~'"- L i .-"/ water and wast', ...... .ew:t,c~ Sheet 3550 S,W. Corporate Parkway, Palm City, Florida 34990 (772) 286-~885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com 02--01. 10 SHEET P .... 1,3 2005 LBFH Inc. DATE 'N \ \ \ ! 1 f I 1 i /' / / / / / / / / ./ / / / / / / FIRE HYDRANT ASS EMBLh' ~ ~TA: 79+86.44, 52.70' R1L-- 4.1 Scale- 1"=I000' S3-1 STA: 71 90. t4, 26~4.6' RIM ELi V. =27. O0 INV. E EV. 0UT=22.80 BEND STA' 80+.50.81, '00 / t8 t' RT. 56 BOTTOM SEW =21~05 TOP DRAIN 19 a / / ZSS_2 ....... ~ ~. STA' 8 +90.14, 0.11 R . ~'S3--3 RIM 7. ~'6.t0 STA: 82 50.15, 0.15' RT INV. ELi!V,.0UT=22.40 RIM EL =25,.52 INV.ELE IN=21.76 INV.ELE 0UT=21.66 0 C FIRE H ASSEM STA: 15.00 \ \ -I !90TTOM SE TOP DRAtN=2! =22.12 1 49 i 8" P.V, W,M, 5 0 5 l REVISIONS Date: ~_~ 9_z/O 2 Scale: AS NOTED Design By: Drawn By: Check By: J.E,D. VERH Y o , ' c~CALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0~1 ADOUST ALL SCALED DIMEN~SIONS ACCoRDiNGLY ~ . _ lC CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Pczrtners For Res~xlts, . Valta~ By Des~gn" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3885 Fax: (772) 286-3925 BPR & FBPE License No: 959 www.lbfh.com 'Water an d Wastewater ;>beet Kolter Property Company The :Lakes at PGA V:i. Hage LBFH PROJECT No: 02-0i_10 S H g E T P-t 4- 020110WsPLNo6.dwg / t t 1 t I I i I I / / / / / / / / / FiRE HYDRANT ASSEMBLY STA: t04+57.05, 33.67' / / PROPOSED 8" P,V.C, W..M, 28 8" BEND STA: 105+50.05, 17.55' 2.9 1 PROPOSED 8" P.V.C. TOP SEWER=ZO.80 x TEE "'\ / 2-8" GATE VALVES \, / >,, / STA: 86+32.32, 18.17' RT. t I ! t f I t i I i 1 t I t 1 1 t t t I k \ \ \ f / / / / k k \ \ \ \ \ \ k 19 BO'FrOM DRAt =21,45 TOP SEWER= 9,95 / / \ \\ ,! /// FIRE HYDRANT STA: 89+73,82, 15,00' RT, DRAtN=2'I ,00 18,63 2003 LBFH inc. DATE STA: 86 RIM EL. EX iNV. IN V, ELE' iNV~ ELE~ 5 5 B L 0 C 50.25, 0~:t'?' R =26.95 IN=20~06 IN=20..06 /' OUT=19.96 .... K 0 56 5V PROPOSED ~q Bi ..... 0 K D P.V,C. 6.0 6~ 62, 6 ::5 1 f I I 1 1 / / / / dNE *S,~* , S5-7 STA: 97+t2.44 RIM ELEV.=26.49 INV. ELEV ' / / OU T= 15, 26 ~'' I BOTTOM DRAIN=21,00 1 1 .... TOP SEWER=16~9$ FIRE i'-iYORANT~ A TOP SEWER= BOSOM WATER=22.57 TOP SEWER-'17,98 +00¢ ¢" S3-5 STA: 90+50.{ ~, 0.21' RT. RIM ELEV,=26, it INV, ELEV, IN 8,56 INV. EL.EV, OUT 18.26 BEND , 92 + 5 ~. 22, 8. '.)o RT. REVISIONS Date: 9z/02 Scale; AS NOTED Design By; Drawn By: Check By,: J,E.D. VERIFY SCALE BAR tS EQUAL.. TO ONE INCH ON ORIGINAL. DRAWING o~1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS ~'~e~s Fo'/; Res'~lts, INC, vaz~ B~ Desigtff' 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-5885 Fax: (772) 286-3925 BPR a FBPE License No: 959 w.lbfh.com ~ ww _ Water PROPOSE[) 8" P. ~' W ll~ t0 1 c) t O © O 7 ~.e~ a' BEND '7 \~ STA: 94+09.50, \ \ 1 / STA: 93+ RIM ELEV,=26, iNV. ELEV. IN=17~( INV. ELEV, OUT=I6..gb- X (]RAP}IfC SC 40 0 2 40 ( IN FEET ) inch = 40 ft. 'Scale' 1"=t000' and Wastewater bheet Kolter Property Company The Lakes at PGA Village LBFH PROJECT No: 02-0t10 SHEET P-15 020110WSPLNoY,dwg x, ~ 'x h '. ,, / -'7~ 8" BEN D ~LN~}, 6 FIRE )RANT ASSEMBLY k k .................. j BOITOM DRA :I7.00 E=-~M - --k / TOP HiP C I R C L E x x S5-9 '~. h ..,:,. 101+23.72, 1 .~ k ELEV. OUT=I 3.42 . .,--" ,' / " ..... , ~, ,/ '"- / / / / -- h / \, k \ h 52 m 1--8.00~' .... I / "' ""'"'Pi / /// .~-RAPI-'ttC SCALE 40 0 20 ( llq FEET ) 1 inch = ,40 ft. Scale: t"=1000' 4O MATCHLINE STA: 40+20.49 ~LBFH Inc. ~~_ ......... SEE SHEET P-lO Date: ,_~8 SURVEYORS & MAPPERS ScoI¢: AS NOTED BAR ~S EQUAL TO ONE ~a'[¢F and Was'tewat. er Sheet Halter PFoper' " P~ers For Res~s, ' . . " SHEET Besigr, ~y: o.o. INCH ON ORIGINAL DRAWlNO INC V~I~ B~ Des{g~ The Lakes at PGA Vi!!a¢e Drawn By: (kg. 0 1 5550 S.W. Corporate Parkway, Paln-i City, Florida 54990 , Check By- JiLB. ADJUST ALL SCALED (772) 286-3883 Fax: (772) 286-3925 - DATE REV!slONS DIMENSIONS ACCORDINGLX BPR ~ FBPE LJcense No: 959 www.lbfh.com 020110WSPLNo8,dwg 200,3 U~FH tnt. Proposed Curb inlet/Drainage Mahhole and Drainage Pipe Proposed 8" Water Main Proposed Finish Floor Elevations Proposed Sanitary Manhole and Gravity Sewer Line Sheet Horizontal Control Pavement & Signage Markings and Paving, Sheet P-5 Grading and Drainage Sheet Wafer Sheet P-i3 and Wastewater Sheet i I ; t / ®/ v~'ng / / / / / . ater // oheef H- 1 ontrol & S and age fl $ t? Wos~ewo~er S et ,/ 2, z / / ,t / / ,/' / / L / r , j / / t " Sheet Paving, Grading and Drainage Sheet Horizon Paving, d S trol Pavement on Grading --¢a,-~ Drainage Flow 006 Existing topo Proposed Fire Hydrant Proposed Ground Elevation Proposed Single/Dual Water Service Proposed Surface Elevation Proposed High/Low Point Proposed Structure tD Labd Proposed Gate Valve and Cap End Proposed Sinde/Dud Sanitary Sewer Ser~4ce Proposed Littoral Shel'f Proposed Pavement/Concrete Areas to be Constructed on Site . . Development ~ E:,dsth'~g ~,~ Hydrant Proposed S~lt Fence / ' ,' o~JCet ,, Ha, rfz~ontat Corffrol \ He7 .......... Marki h d et Water Sheet P-14 and Wastewater Sheet DATE REVISIONS Date: Scale: N~T,S. Design By: Drawn By: G.O. Check Byz__ VERIFY' SCALE t3AR ]S EQUAL TO ONE INC:H ON ORIGINAL. DRAWING 0~1 ADdUsT ALL SCALED DIMENSIONS ACCORDINGLY CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Ft~rt'ners ~br Res~ts, Val~ By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3883 Fax: (772) 286-3925 BPR & FBPE License No: 959 www;ibfh.corn r>heet Key' o'. .' Kol'ter The ProperLy Lakes at (D > O © 0 0 N 0 C~ 0 L ! O L g Company PGa Village LBFH PROJECT No: 0© 0110 SHEET 020110KEY01 .dwg ; ] ................................................... ~ ....................................................... ' .................. 4'"" P/V:'C:" ~ATER' 'M AIN · . ,. : 10+00 Ow-w'"' t,F) RIM ' ELEV, =2,5,15 11+00 12+00 13+00 0 o ~ 4" P.V.C. MAIN i RIM ELEV,=25.15 i ........................................ INV:- 28, LF 0 00% o,t W W ti3 55 iLF 0 JJ Ld Ld W,ATEJi1-MA1N i i ~ ~ ~ ~ ~ 1 ~ ~! ~~ " 4' ........ .................... .............. Lake ; ', ,: 14+00 15+00 16+00 17+00 ~8+00 t9+00 20+00 21+00 co I ~ ~zz~ '.57~ 0 =2'I =9® Long ............ Lake II ! ~.zzz j i 25+O0 22+00 WAIER MAiN i 25+00 24+00 Ld Ld I I ! "=xx, i ......................... ] ........................................................ , ............. WW www-U _~ J I '.~3*'-'>> ZZ 29 --LF ............ 0.00% 18"R C P, i tt STA: 29+03~1 . INV, ELEV, iN: cq c'q ' O4 ;o4 o. px t i i 0,40% 510 LF .26 + ~00 ('-4 i RIM ELEV. 25~50 ~o4 26 LFt 0.00%, W 0.40% .... j SCALE: 1"=40' HORZ, · h9 u9 !: ~-q , t~- :: / 30+00 5 I+00 32 +00 $5+00 +oo :a+oo :~.oo DATE REVISIONS Date: Scale: Design By: Drawn By: Check By: ~2/o2 N,T.S. d.E.D. VERIFY SCALE BAR tS EOUAL TO ONE lINCH ON ORIGINAL DRAWING 0~1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Part..ers For ReszgCs, Va!~ By Design" 5550 S,W. Corporate Parkway, Palm City, Florida 54990 (772) 286-5885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com Profile Sheet Reserve Homes LTD., The Lakes ~t PGA Village ~zz ~ ~.zz 4-5 0~00 8 "'F,>,, C 0 0 0 ho o4 0 0,6' ww i $2-; $3-1 I i f ~ ! RIM I i 45 LF l , i tNV, ELEV. 0UT=11.~5 i I j t i i i ~ 400 LF ! ~ 0,35% i ).40% i -00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 45+00 44+00 45+00 46+00 47~ DATE + © j J o © c~lID ~ ~ Z_o rd Oo3 O o4 Z ~ J ~ ~ ~ z z I-I ! LF RiM ELEV.==5 30 9 LF i% ~0 I 1t J i t 0.54 " P.V.C. WATER MAIN I I I W ~ S: m 0.00%i t~ ' u R~C,Fi, RIM ELEV. =25.40 i , .... t ' ' ........ :z o-.....,,~,F ........................... 1 i ...................................................... -LF'~"L>:&¥":L'"z ............................ ~ 1 '½4'~ VERT:; , , ..O4 ,04 80+00 81 --kO0 824-00 85+00 84+00 85+00 86+00 8'7+00 88+00 89+00 90+00 91~QQ ' - 92-- REVISIONS Date: ~.9_L/02 Scate: N,T.S~ Design By: Drawn By: G.G, Check By; d.E,D~ VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ~ '1 ADdUsT ALL SCALED DIMENSIONS ACCORDINGLY IiNC CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " Pa~ners ?o~ Resz~s, , Value By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-58~5 F~x: (77:?) 286-5925 BPR & FBPE License No' 959 www,tbfh.com Profile Sheet Reserve tIomes The Lakes at PGA LTD., Village LBFHPROJECT' No: 02-01t0 SHEET })-18 0201 1 OF RFO2,dwg 8" P.V.C. WATER MAI~ I P.V.C. WA b o o ¼ o 6 Itt- o 0 la ~ II j j c ~ ~ La E z z ~~u -~ i J 0 0 cqO g) 229 9¥+00 95+00 22 LF 1 . = 40' 1"=4' -,00 95+00 9 4 +00 95 +00 964-00 99 +00 £o cq LQ pr') O0 L~ ' I i ;2% i LF ' I i i 3% ............ !' ..................................................... 1 0 0 co li -.~. ....... Il--. .,-I.,,M .......... .~ .... LdLO ~ ~zz ~ · ' t' ':S4 ('O'"fi9 .......... P"fiff ........ F'lace) 8 6I +00 62+00 65+00 64+00 65¢-00 66+00 Z ~ 2003 LBFH Inc. ~ - .7 ~* ~ -- Date: ~9~02 Scale; N.T.$. Design By' Drawn By: Check By; J,E.D. VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAl_ DRAWING 0 lllIIIIiiiiI 1 ADJUST ALL SCALED DqMENSIONS ACCORDINGLY DATE REVISIONS 5550 S.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-5885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " Pa~ners For Results, Value By Design" LC) LC) L~ cq 0 11 5I LF u) ~ z RiM ELEV.=25.20 ! _,' 0.00% ~ 24"R..C.P. 67+00 68+00 Profile Sheet Reserve Homes LTD., I The Lakes a't PGA Village LBFH PROJECT No: 02-0110 SHEET P-i9 020110PRFoS.dw9 c-,l 0 OX,*`,- 4-5 LF ().00% $4A-5 RIM ELEV.=27.9 t INV. ELEV. 1N~14.08 iNV. ELEV. 8.55 74+00 75+00 0 h. ~O 04 Oq (>4 72+00 73+00 8t LF 8'P:V.C~' ! r: : .... 76+00 7'7+00 0 0 03 © J .J J oD Ezzz t WATER-'-MAI'~, WATER--MAIN ! SCALE: ~ '=40~ 206 LF 58 LF 0,00% 1 i0.35% ,O: 78+00 i E 13+00 14+00 15+00 DATE REViSiONS Date: ~~02 Scale: N,T,$. Design By: Drawn By: G,G. Check By: O.E,D, VERIFY SCALE BAR IS EQUAl_ TO ONE lINCH ON ORIGINAL DRAWING ADJUST ALL. SCALED DIMENSIONS ACCORDINGLY CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Res,ugts, Value By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-5885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www.lbfh.com Ld o-~ ~l + 6 + J i -- Ld i i i _tm i i ~1 i j ................................................... t ....................................... 0.40% '~ , I RIM iELEV,=26.95 i INV. I ELE~, 1N=20.06~ hort Ch p C rcle :~ '~0 ~o4 ~.~ t 06+00 t 07+00 I 0~--t- 00 105+00 Profile Sheet LBFH PROJECT No: 02--0110 LP. Reserve Homes LTD., The Lakes at PGA Village SHEET ~0 020110PRFo4.dw9 I t/2~HOSE CONNECTION & 5/4'' HOSE BIBB I 1/2" RPZ BACKFLOW ///fASSEMBtX / 12'' ~ t t/2' WATER SERVICE 0-60 PSi OIL FILLED PRESSURE GAUGES WITH APPROVED DIAPHRAGM ISOLATORS -i CONSTRUCTION OF VALVE VAULT SHAM_ BE PRECAST~-/'/ CONCRETE, POURED tN PLACE CONCREIE, OR CONCREI1E BLOCK~ ALL WITH STEEL ROD REINFORCEMENT. ( MiN. WALL THICKNESS ) 4~ GATE VALVE w/ E 90 ELBOW ( UP 4'' EMERGENCY BY,-PASS-~' ST, LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS TYPICAL LJFT STATION PLAN 6' HIGH CHAIN LINK 4'' MONOMTHIC PAD RADIO TOWER (WHERE REQUIRED) 5' FPL /2"HOSE CONNECTION & HOSE BtBB 1/2" RPZ BACKFLOW A~SEMBLY I t/2" WATER SERMCE CONTROL PANEL PRIMARY DISCONNECT _2 EMERGENCY ~-PASS FORCE MAIN 2 - 6' WIDE GATES CENTERED ON WET WELL 10' ASPhaLT OR CONCRETE ACCESS ROAD ( SEE NOTE; ¢4- FOR P,~&ING SPECIRGAT~ONS) NOTES: !. FENCED AREA TO BE COVERED WFPd 2 Pi£F 4-0 VtSQuEEN AND A MINIMUM OF 6'' THICK, 3/4* DIAMETER WASHROCK 2. INFLuENT MAIN SF~[± BE CLEAR OF PANEL AND VAULT. 5~ WATER SERWtCE TO LS. MUST BE SUPPLIED WITH 1-1/2" R.P~Z~ BACKFLOW PRzWENTER iNSIDE FENCE. 4. AuCE~S ROAD TO HAVE 12'' STABIIJZED SUB.SE COMPACTED TO 98% MAXIMUM DENSITY' AS DETERMINED BY AASNTC) T-180, ADD EITHER 8" CONCRETE OR 8'' BASE COMPACTED TO 100% MAXIMUM DENSITY AS DiETERMtNED BY AAStTfO T-180 WITH 2~ ASPHALS~ ST,, LU¢IE COUNTY WATER & WASTEwATER CONSTRUCTION STANDARDS TYPICAL,, LJFT STATION LAYOUT DETAIL FPL METER VENT / / z o o /PRIMARY DISCONNECT _1. / / HANDLE PADLOCK LOCKING BAR ALUMINUM COVER NOTE: 1. ALL OOVER HARDWARE SHAll BE STAINLESS STEEL ST. LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS TYPICAL LIFT STATION TOP PLAN 5/4" HOSE BtBB 1/2'' TEE HYDRANT CONNECTOR /'/' WFFH CAP 1 1/2" RPZ BACKFL.OW ASSEMBLY 1 1/2" LOCKWtNG VALVE t I/2'' BRASS OR K-TYPE RIGID COPFER .-'~ : .- zk NOTE: MAKE CONNECTIONS WITH BRASS CLOSE NIPPLES WATER SERVICE DETAIL AT LIFT STATION ST, LUCIE COUNTY WATER & WASTEwATER CONSTRUCTION STANDARDS WATER SERVICE DETAIL AT LIFF STATION DiP iNFLUEN T REfNFORC~MEN T PER ASTM C76 CLASS WA[rL B PAINT INSIDE AND OUTSIDE OF 'WETWELL A},ID WETgEZLL PIPING W/2 COATS COAL TAR ~OXY OR APPROVED EQUAL T & G W~ R~MN~.K O/E j~5 @ t2'' O.C. EW UPPER & GROUT FILL~ MtNIMUWi 1/2" STAINLESS SIEEL BOLTS W/NUTS &: WASHER COAT W/ BITUMASTIC AFTER FINAL ASSEMBLY ALL AROUND lt;t EMiE POUR AS NECESSARY TO PREVENT FLOTA'~ON. SECTION NOTES: 1~ CONCRE~ WETWELL SECllONS SHALL BE CONNEC'FED BY STEEL S1-RAPS, COHTRACTOR SHALL SUBMIT MEITtOD TO S~LC~U. OR ENGINEER OF RECORD FOR APPROVAL ALONG WFTH SHOP DRAWINGS, 2. SEE TYPICAL LIFT STA~ON DETAILS FOR ADDtT~O,~,~L DESt(;N AND CONSTRUC!tON ST.aXtnapr,% ST, LUCtE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS LIFT STATION TREMIE POUR DETAIL. PUMP DATA: MAN LI FACTLJRER, FLYGT MODEL No., C-5140 IMP. No., .480 MOTOR,, 10.0 HP, 1750 RPM, 230/460 VOL. TS, 43 F HASE,F.)u" PiER"t7 OPERATING CONDITIONS~ 200 GPM AT 101 TDH~ 50 % EFFICfEN_..~ WET WELL: SIZED FOR MINIMUM PUMP CYCLE 'TIME OF' 10 MINUTES AND A MAXIMUM OF 6 PUMP STARTS PER HOUR, WORKING DEPTH 5~27 FiL WORKIHG VOLUME 681 GALS. ELECTRICAL: FEEDERS AND CONDUff MAIN SWITCH POLES A~PS ST. LUCtE COUNTY WATER & WASTEwATER CONSTRUCTION STANDARDS TYPICAL LIFT STATtOH DATA COVER COVERS TO BE: t 1 RATED @ 500PSF DROP HANDLE NOTES; 1. CO'~,.,-~:R TO BE 5/16'' ALUMINUM DIAMOND PLATE, HINGED, TRAFFIC BEARING WITH POSiTt~qE LOCKING ARM AND LOCKING HASP~ 2. MINIMUM COt,~TR DHdENSIONS ....... 50%( 48~ 3. COVER SHALL BE CAST IN PLACE (BtLCO TYPICAL) 4. SPLIT COVER IS ACCEPTABLE FOR LARGER SIZES. 5~ RECESSED HASP IS REQUIRED tN WAD(WAYS AND tRAF'FtC AREAS. 6~ LiD TO BE H-20 LOADING tN TRAFFIC AREAS 7. HANDLE TO BE SECURED BY STAtNt£SS STEEL NUTS. ST. LUCtE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS STANDARD ALUMINUI~ COVER z $'L LUCIE COUNTY WATER & WASTEwATER -] .j TYPICAL LIFT STA'RON SECTION CONSTRUCTION STANDARDS Cam. party VHlage Kolter LBFH PROJECT No: 02-0110 SHEET D-i O' 020t 10LSDTLO 1 ~dw9 Date: ~.9__/02 Scale: Design Drawn Check VERIFY SCALE BAR: IS EQUAL TO ONE INCH ON ORIGINAL. DRAWING 0~1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY DATE REVISIONS LtNC CONSULTING CIVIL ENGINEERS, SURVEYORS 8( MAPPERS " ParCners For Resets, , VaZwe By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-3885 Fax: (772) 286-5925 BPR ~ FBPE License No' 959 www.lbfh.com Lift, SLation t)e'tail o' oheet The Property Lakes at PGA D DiP tNFLUENT MIN. RDNFORCEblENT PER, ASTM C76 CLASS ]~ WALL B PAINT INSiDE AND ~TStDE ~ WETW~TJ_ AND WETWELL PIPING W/2 COATS COAL TAR EPOXY OR APPRO~/ED EQUAL #5 @ 12' O.C. EW UPPER & GROUT RL.L- & G W/RAWNEK O/E lvtlNlbiUM 1/2' STAJN[£SS S~EEL BOLTS W/NUTS & WA~ COAT W/ BFPJMAST]C AFTER FiNAL ASSEMBLY KEYWAY-2*X4* ALL AROUND ~EblIE POUR AS NECESSARY TO PRE¥%NT PLOTATION. SECTION NOTES: 1. CONCRETE WETWEU_ SECTIONS SHALL BE CONNECTED BY STEEL S~APS. CONTRACTOR SHALL SUBMIT METHOD TO S.LC.U. OR ENGINEER OF RECORD FOR APPROVAL ALONG WI-I}{ SNOP DRA~,~NGS~ SEE TYPICAL LIFT STATION DETAILS FOR ADDITIONAL DESIGN AND CONSTRUCTION STANDARDS. FLASH RED WARNING LIGHT wi1}i AUDIBLE ALARM RECEPTACLE STAINLESS STEEL SERVICE PANEL. ( DEADFRONT ) 3" CONCRETE, ALUMINUM, OR STAtN[ZSS SIEEL POSTS --6* CONDUIT TO BE STAINLESS STEEL. EXTENDING 12~ BELOW FINISH CONCRETE SLAB GRADE, /.~ FINtSH GRADE POWER SOURCE #4 @ t2' I* TELEMETRY CONDUIT TO TOWER SCHEDULE 80 PUC FROM STAINLESS STEEL RISERS TO WET WELL NOTES: 1., ELECTRIC METER AND PRIMARY DISCONNECT MOUNTED TO UNI-STRUT ON BACK SIDE OF PANEL 2~EMERGENCY GENERATOR RECEPTACLES: RUSSELL & STOL,L, dRSB ( 100 ~mp ), 2044FR ( 200 omp ), 3, ALL POWER AND CONTROLS UNES SHALL BE CONTINUOUS ( NO SPUCES 4. POWER SUPPLY MECHANICALLY INTERLOCKED, 5, PHASE MONITOR ON 460 + VOLT SERVICE, 6~ GROUND FAULT INTERRUPi'ER ON CONVENIENCE RECEPTACLE, 7, 1,5 K.V.A, TRANSFORMER ON 460.+ VOLT SERVICE, 8. PANEL MOUNTED TO S/$ UNI-STRUT BY WELDED TABS. 9, CONTROL PANEL SHALL BE UL LISTED AS A UNIT. 10. TELEMETRY CONDUIT SHALL BE INSTALLED BY THE CONTRACTOR WITH SWEEP 90 DEGREE BEND ~N DIRECTION OF TOWER AND EXTENDED BEYOND SLAB. 1t, ALi,,. HARDWARE, NUI'S & BOLTS, AND APPURTENANCES ABOVE GROUND SHALL BE ,316 STAINLESS STEEL I2~ INSTALLATION SHALL MEET NFPA ELECTRICAL CODE ST. LUCtE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS LIFT STATION TREMtE POUR DETAIL ST, LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS TYPICAL, PUMP STATION CONTROL PANEL MCB 250V 60Hz RECEPTACLE 10 AlviP I t NOTE: MB2 ~TS (}) LEGEND AL. _ ASB _ ATS _ CCD _ DPDT _ DR8 - ECB _ ETM - F _ FB _ FL _ GFDR _ GND _ GR _ HOA _ M8 _ MCB _ MS _ MTJPC _ PB _ PM _ R -... RL _ TTS _ XFMR _ ALARM BELL ALARM UGttT >iJ~M SILENCE BLITTON ALTERNATOR 7EST SWITCH CONTROL CIRCUIT BR~<ER ~tJBt% POLE ~)UBt.E THROW DUPLEX REC~'TACLE BREAK~ EMERGENCY CIRCUIT BR~KER ELAPSED TIME M~R ~SE FUSE BL.~K RASH ER GROUND FAULT tNt'ERRUPT GROUND FAULT DUPLEX RECEPTACLE GROUND OENEP~TOR RECEPTACLE ~M~'.tD--O~-AL~O SELECTOR SWITCH ~OlOR DR~ MAJN CIRCUIT BREAKER MOTOR STAFq'ER MUiZBTRODE INDICTING PUMP ~/ERLOAD PO~ BLOCK PILOT LIGHT PH~E MONITOR RE[AY RUNNING LIGHT 7~ZMI~_ BLOCK THERMAL TF2RMIf'~ STRIP IR~SFORMER M,U L'n NOTE: ErtPC F1R~R,MdMED FOR TIME DB..AY ON LA~; PUMP MULiF£ROD£ iNDiCAtOR PUMP CONTROL[£R 5~60 ~o M ~o PROBE M~PC 2,2 THESE ARE Fit~M REQUIREMENTS FOR PUMP STATION CONTROL. PANELS~ OTHER REQUIREMENTS AS SHOWN ON THE DRAWINGS OR AS SPECIFIED OR AS REQUIRED BY THE ENGINEER OF RECORD OR S~L..C.U. SHALL BE PROYlDED. SHOP DRAWINGS FOR PANEL% ARE REQUIRED TO BE SUBMIITED FOR APPROVAL. ST, LUCtE COUNTY WATER & WASTEwATER CONSTRtJCTtON STANDARDS CONTROL PANEL WIRING DIAGRAM 230 VOLT, 3 PHASE [~*~ .u~ WW-29 MOB ECB PCB1,2 COB GFICB RTUCB MS1,2 OL GR AL AH tL SF~1,2 SFR1,2 ASB T-STAT BILL OF MATERIALS ~lN CIRCUIT BREAKER EMERGENCY CIRCUIT BREAKER PUMP CIRCUIT BREAKER CONTROL CIRCUIT BREAI<ER GKI CIRCUIT BREAKER RTU CIRCUIT BREAKER STARTER HEATER GENERATOR RECEPTACLE ALARM LIGHT ALARM HORN INDICATING LIGNT CONVtENENCE RECEPTACLE SEAL FAIL MODULE RJSES SEAL F~IL RELAY ENCLOSURE ALARM SILENCE BU}TON RESISTORS THERMOSTAT MAINT] LIGHT SWITCH PLEATER NEUTiRAL BLBCK SQ-D, QOU SQ-D, QOU SQ-D, QOU SQ-D, QOU110 SQ-D, GOUt 15 SQ-D, QOU115 ALLEN BRADLEW, ALLEN BP-,ADLEY, SIZE AS REQUIRED RUSSEM_ STOLL, JRSBlO44F~ STONECO, W;a X, VGR- 100'xVt 31 FEDERAL, 550-WB- 120 ALUEN BRADLEW, 800T-GlO LEVITON, 6599-.t SYRELEC, PNRU-110-60 ~IJSS, AGC- 1 AA ELEC, AAEKUP14A leo CUSTOM EQUIP, 38*x30'xt2~ AI_LEN BRADLEY, 800T-A2A 47k OHM ~50 WAIT DAIq'ON, 2Et58 ALLEN BRADtfW, 800T-H2A CHROMOLOX, $1202-250 SQ-D, 9080 LBAi65212 SNIPPED AS PAter INS%AIZ.ED BY OTHERS --:[-:-I -- ' ~ - LIGHTING ~R~WOR SC - SURGE ARRESTOR LOW L~L TB2-1 I R'tA 3 TB2-2 .... ">4 F-o- .... NIGH LEMEL TB2-3 1 R2 3 TB2-4 a--o-.t PUMP 1 F~IL TB2-.5 1 TDR1 3 TB2-6 EE~----o--.... o-~--~ PU~P 2 FAIL TB2-7 1 TDR2 5 TB2-8 ~.---0-.~ O---E~ 'PqESE ARE ~.E'~ REQUIREMENTS FOR PUMP STATION CONTROL PANELS~ OTHER REQUIREMENTS AS StHOWN ON THE DRAWINGS OR AS SPECIFIED OR AS REQUIRED BY TNE ENGINEER OF RECORD OR S.L.C.U. S~4AL.L BE PROVIDED. SHOP DRAWINGS FOR PANELS ARE REQUIRED TO BE SUBMITTED FOR APPROVAL. ST, LUCRE COUNTY WATER & WASTEwATER CONSTRUCTION STANDARDS CONTROL. PANEL WIRING DIAGRAM / BILL OF MATERIALS i~ ~ WW-50 2003 [BFH tnc DATE REVISIONS F.P. & L CO, SERVICE CONTROL PANEL PRIMARY DISCONNECT FEEDERS & 3~ CONC. ALUM. OR S.S. FIN. SURGE ARRESTOR LIGHTNING ARRESTER 1 - #6 tN 5/4? CONDUi-i' THERM-O--WELD TO F.P. & L. TRANSFORMER COPPER WELL GROUND ROD 5/4" x a'---0:~ LONG BACK VIEW OF L.S. CONTROL. PANEL ST. LUCtE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS CONTROL. PANEL DETAIL AB MECHANICAt.£Y H iNTERLOCKED H o MCB ECB © GFDR HOA HOA PUMP1 PUMP2 ASB NOTES: 1, OUTER DOOR REMOVED TO SHOW DEADFRONT LAYOUT 2. NEMA 'PCPE 4X~ 316 S.S. ENCL WiTH CONT. HINGE 5. PAD-LOCF~&BLE 5 Pl'. [AT'CH (NOT SHOWN). 4, ALL HARDWARE STAINLESS STEEL, tYPiCAl., 5. ACTUAL LAYOUT MAY VARY WITH HARDWARE 6, SHOP DRAWINGS FOR PANELS ARE REQUIRED TO BE SUBMITTED FOR APPROVAL DEADFRONT TYPICAL S'F, L[JCIE COLIN'FY WATER & WASTEWATER CONSTRUCTION STANDARDS CONTROL PANEL DEADFRONT [.AYOUT 'TOP PAIL I 5/8" GSP SCHD. 40 /..- .... 3" OP. GST'. SCHD, 40 AT CORNER 2 ]/2* O.D. CSP SCHD. 40 SPACED AT 10'-0" MAX, I 7 GA. AL., COATED ~. WtRESPR' COIL TENSION {'x' ~ 9 GA.. VINYL COATED STEEL FABRIC HORIZONTAL BRACE STRETCHER BaR DIAGONAL BRACE w/ TURNBUCKLE LINE POST CONCRETE F~G ..... CORNER POST GATE RAIL & POSTS t 5/8' O.D. GSP SCHD. 40 WATERPROOF CAP STRETCFIER BAR DROP ~R W/ PADLOCK AND HASP DIAGOnaL BRACE ROD W/ TURNBUCKLE VER% BRACE BRACE HINGE (2) O.D. GSP SCi-'iD. 40 AT GATE OPENING FIORIZOhFFAL. BRACE DIAGONkL BRACE W/ TURNBUCKL. E I" DIA. SCHD. 40 tN CONCREq'E FTG. ]2'---i 1~-~} CONCRETE FTG. GATE L, ATE POS-i-' NOTES: 1. GATE TO BE 12'-0' CLEAR OPENING. 2, VINYL. COATED STEEL, WOVEN WIRE FABRIC TO BE STRETCHED TAUT W/S'I'RETCHER E~ARS AND $~PS AND FASTENED TOP & BOTTOM AND AT L.tNE POSTS WITH GAL\/. Pig RiNG TIES. 3. GATE TO BE SECLJREB OPEN WITH GATE STOP SET iN CONCRETE. ST, LUCIE COUNTY WATER & WASTEwATER CONSTRUCTION STANDARDS FENCE DETAIL. VERIFY SC.ALE BAR tS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0~1 ADJUST ALL SCALED DIMEN:StONS ACCORDINGLY Scale; N.T.S. Design By: Drown By: Check By: CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " Pawt'r~ers Fo'r Restdts, Valt~e B.y Design" 5550 S.W. Corporate Parkway, Palm City, Florida 5.4990 (772) 286-3885 Fax' (772) 286-3925 BPR & FBPE License No: 959 www.lbfh.com Lift Station Detail Sheet Kolter ProperLy Company The Lakes at PGA Village LBFH PROJECT No: 02-01i0 SHEET D-2 0201 '10LsDTLo2.dw9 .,~, t.' . - [ ........ r--- ~J ' ' ~ ~ 4 / ~:, .-.\ . ' ~ .~' ~ ~ . '.. ~. .. '- - . . g,- 4 ~, .~_ t x - x.. -'~ ~ . ~ "~/.- -/ .... ADDITIONAL xN4 ~ - '~ -. ~ · ...., . - . - , · ' .//- :~ ' / ~. .~.: ~ . -.. ~ . .. / ... . / REINFORCING ADDITIONAL REINFORCING BARS PLAN P [_,AN C.L. OPENING EDGE OF PAVEMENT \ \ GRATE ELEV, AS --- ' '" SHOWN ON PLANS : ? U.S.F. FRAME & (SRATE (Or Equal) / Frame No. 51.50 & Crate No. 6't68 / · . BRIOq'cTO 4 BRICK MAX. KEY (SEE NOTE)-: SECTION A-A TYPE I.T.G. TOP N.T.S. U3 -i 'A" 4'-0" Dia~ 5'-0" Dia. 7'.-0' Dia. ia__ 10" #4@12" C.C.E.W. #5@12" C.C.E.W, #5@12" //4012" C.C.E.W. #5@ 12" C.C, E,W. #5@12" #5@12" C,C.E.W. #566" C.C.E.W. 2 2,,W.W.M. W/#4 5~6" @ 1 C,C,VERT, '#' ~g~ C.C.E.W. RIM EL. EV. AS '-,,, SHOWN ON PLANS OPENING 0 R J U T STD. HOOKS T Lu UNDER BASE STEEL 5'- 4" Dia. Dia. #4@6" C.C.E.W. #5@8" #568" c.c.E.W. 7'-4" Dia. U.S.F. FRAME & ORATE (Or Equal) DWG, No, 420-C (SPECIFY "STORM SEWER" LETTERING,,) C.I_. Structure BRICK TO GRADE W/ SOt_ID BRICK ONLY! 2 BRICK MIN. 4 BRICK MAX. KEY (SEE NOTE) SECTION D-D Pq .. OF,.oET MANHOLE TOP 8'-4" Dia. #5@6" C.C.E.W. 9'-4" Dia. #5@6" NOTE: KEY ()UT IS REQUIRED W/PRECAST TOPS ONLY. IF TOP SLAB tS CAST IN PLACE. USE NO. 4-12" LONG BARS EQUAL. L"( PLACED TO SECURE TOP SL>~B TO SIDE WALLS. i TYPE "D" CATCH BASIN'& REINFORCING BAR/DIMENSION SCN[EDU LE N.T.S, 2003 LBFH inc. DATE REVISIONS Date: ~. 9~02 Scale; N,T.S. Design By: Drawn By: Check By: J.E.D. : 0 P LAN C.L. OPENING -- EDGE OF' PAVEMENT -~ RIM ELEV. AS --x, ~, SNOWN ON PLANS GROUT "H ' U.S.F. FRAME & ORATE (Or Equal) Frame No. 5106 & Orate No. 6t49 ...--- C.L. Structure ,,:- BRICt< TO GRADE W/ ,/ SOLID BRICK ONLY! / 2 BRICK MIN. 4 BRICK MAX. . a ,d . v \ SECTION A--A TYPE I.T.V. TOP N CHAMPIONS WAY !Y_PE TYPICAL LOTS: PARCEL 34A 57' x 145' (BUtLDABLE AREA 45' x 110') 52' x 140' (BUtLDABLE AREA 40' x 100') E_A_RCEL 348 57'x 155' (BUILDABLE AREA 45' x 100') 65'x 135' (BUILDABLE AREA 53' x i00') PARC~;L $4C 52'x 150' (BUILDABLE AREA 4-0' x 95') VERIFY SCALE BARI IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0~1 ADJUST ALL SCALED DIMENSIONS ACCoRDiNGLY 'TYPICAL LOT GRADING NOTES: SCALE: 1"=30' o t¢,,,¢ .'~'i. C(')I'i(_}RETF AT 28 DAYS VAL,,LEY GUTTER -~-PAVEMENT PAVEMENT I/4-" HIGHER 7 ~,/2" WHERE PAVEMENT M -E~o CURB "~-4' I_IMEROCK CURB PAD .... 6' 11.._ 24" ':~:"o,r--h: ,5,OOu"'"'-: P.S.I. COI',~C:RETE AT 28 DAYS TYPE F CURB & GLITTER N.T.S TYPE: O CURB N.'RS REFERENCE THOMAS LUCIDO AND ASSOCIATES FINAL DEWELOPMENT PLANS FOR FRONT, SlOE AND REAR SETBACt,S. 2. SEE PAVING, GRADING AND DRAINAGE PL_ANS FOR ALL_ FINISH FLOOR ELEVATIONS.  CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " Pa?*tne s .For Restdts, INC, Value 8!/ Design" 5550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3885 Fax' (772) 286-.5925 BPR & FBPE License No: 959 www.lbfh.com CHAMPIONS WAY Paving, Grading and Drainage Detail Sheet .RADtN6 AND DRAINAGE ;:PECIFICATI(HS: I. TIdE LOCATION OF EXISTING UTILITIES SHOWN ON TFtESE PLANS ARE APPROXIMATE ONlY AND ARE BASED ON "AS-BUILT" !NFORMATION. ADDITIONAl UTILITIES MAY EXIST WHICH ARE NOr SHOWN ON THESE PLANS. THE CONTRACTOR SHAt_i_ BE RESPONSIBLE FOR t_OCATIiqG AND VERtP(ING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY AND AL[ CONFLICTS WiTtt EXISTING UTII..!-I-tES SHALL BE REPORTED TO THE ENGINEER. THIS WORK BY THE COhlTRACI'OR SItALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSA"I'ION SNAIL BE ALLOWED. 2. ALb ORGANIC OR DELETERIOUS MATERIAL SHALL BE REMOVED hR(.M WITHIN 10 FEET OF ANY AREA, BUILDING AND/OR PAVEMENT AREAS, WHICH ARE BEING FtLLED~ ANY SUCtt MATERIAl_ SteAL[_ BE REPLACED BY APPROVED GRANULAR Fir[ WEIICH SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99C. .5. STABILIZED SUBGRADE SHALL HAVE A LIMEROCK BEARING RATIO (iBR) Of: 4-0 AND SHALL_ BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DE[ERMINED BY AASFtTO -t----180. 4. COMPACTED SUBCRADE SHAL.L HAVE A LllvIEROCK BEARING RATIO (LBR) OE 40 AND SHALl BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AAS~f~O T-180 '('SFABILIZE AS NE~ESoARY) , MATERIALS FOR SUBGRADE STABILIZATION SHALl_ CONFORM -FO "FLORIDA DEPARTMENT OF TRANSPORTA-I-ION STANDARD SPECIFICATIONS FOR ROAD AND BRIDOE CONSTRUCTION," lATEST EDt-I-ION, SECTION 914-, SUBSECTIONS 914---'I THROUGH 914 4. 6. LIMEROCK BASE COURSE SHALL_ CONFORM TO Tide REQUIREMENTS OF SECTION 911 THROUOH 911-6 OF FLORIDA D.O.T~ STANDARD SPECIFICATIONS, EXCEPT FHAT THE MINIMUM PERCENTAGE OF CARBONATES OF CALCIUM AND MACNESIUIvl SBAtL BE 60%. 7. ONE (1) DENSITY TEST SHAL_L BE REQUIRED FOR EACH ISOD~TED PAVEMENT AREA OR FOR EACH 5,000 S.F. OF PAVEMENT. DENSi-tW TEST LOCATIONS SHALl_ BE DETERMINED B"r' THE ENGINEER AND OWNER. DENSI-W TE5TS SHALL BE PAID FOR BY THE CONTRAC:OR. 8. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S-Ill TOP COURSE AND SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 333-1 THROUGH 5{153---6 OF- THE FLORIDA D.O.T. STANDARD SPECIFICATIONS. 9. PRIME COAT AND TACT< COAT FOR BASE COURSES SHAtL CONFORM TO THE REQUIREMENTS OF SECTIONS 300---1 THROUGH 500--7 OF FlORiDA D.O.% STANDARD SPECIFICATIONS. PRIME COAT SHALL BE APPLIED AT A RATE OF 0.25 GALLONS PER SQUARE YARD AND TACK COAT A-I- A RArE OF 0.80 GALLONS PER SQUARE YARD UINI ESS A VARIATION RATE IS APPROVED BY THE ENGINEER. !0. At_L CONCRETE SNALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSt A7 28 DAYS [JNLESS OTHERWISE NOTED. 11. PRECAST CONCRETE MANHOLES AND CATCH BASINS SHALL MEET THE REQUIREMENTS OF- A.S.%M. SPECIFtCMTON C-478 AND 64T. 12. CONCRETE FOR PRECAST MANHOLES & CATCN BASIhiS St--tALl_ tiAVE A MINIMUM COMPRESSIVE STRENGTH OF 4-000 PSI A] 28 DAYS. i3. REINFORCING STEEl_ FOR MANHOLES AND CATCH BASINS SI-IALL CONFORM TO A.S.T.M. SPECIFICATION A.-6!5, LATEST REVISION. o 14. ALL RE-BAR SPLICES IN CONCREIE STRUCTURES oHALL HAVE A MINIMbM LAP OF 24 BAR DIAMETER. I5. AI_L JOINTS tN CONCRETE STRUCTURES SNAI. L BE FtNt..~HED WATERTIGtT. ('- -o ~ 16. ALI_ SPA~Eo AROUND PIPING ENTERIIqG OR LEAVING MANHOLES AND CAT,~H BASINS SHALL BE COMPLETEL/ FILLED WITH 21 CEMENT MORTAR. 17. POIYETt{Y[ENE CORRUGATED PiPE SHALL. BE HANCOR "i-qI-Q" (OR APPROVED EQUAL) AND SHALL CONFORM TO TIdE REQUIREMENTS OF A.S.T.M. D5550, 12 TO 36 INCHES, I_A~,EST / R~,ISION. AND AASttTO M294, LATEST REVISION. ...... : b[ lB. STAN[)ARB CONCRE'TE PlPE SHALL MEET T!IF REQUIREMENTS OF' CLASS I~ (OF- A.S.T.M. C 76), LATEST RE~ISION. 19. COrRRUGATED ALUMINUM-ALLOY PIPES SHALL MEET THE REQUIREMENTS OF AASHT(} M 196, LATEST REVISION. 20. EXTRLJDED CURB SNALL HAVE EXPANSION JOINTS DTERY 12' 21. IF A CONNECTION TO AN EXISTING DRAINAGE STRUCTURE IS PROPOSE[), THE CONTRACTOR SIdA[L VERIF? THAT THE DRAINAGE SYSTEM IS FREE AND CLEAR OF- DIRT DEBRIS. OTHERWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING THE EXISTING DRAINAGE SYSTEM TO THE 0 UTFAL l 22. PROVIDE MINtMLJM '18 CLEAR:~NCE TO AVOID ANY INTERFERENCE BEIWEEN DRAINAGE PIPE AND O-[HER UTILiTiES. c 25. ALL UNDERGROUND tJTILITY IMPROVEMENTS SHALL BE COMPLE1-ED, 1-0 DIE SATioFACTION OF' THE ENGINEER, PRIOR TO PLACING BASE ROCK. 24. GRADES S~tOWN ARE FINISFI GRADES AND ARE BASED ON THE NAT!ONA[ CEODE[IC VERTICAl._ DATUM. 25. WITHIN 50 DAYS Ar[ER THE CONTRACT HAS BEEN AWARDED, TttE CON It.A.,~OR SI~ALL SUBMIT TO THE ENGINEER FOR REVIEW AND APPROVAL__, SIX (6) COPIES OF" SktOP DR/~WlNCo FOR THE FOLLOWING: 1. PIPE 2. MANHOLES AND STRUCTURES 3. GRATES 4. BAFFLES 26. COMPLETE "AS-BUIlT" INFORMATION SHALL BE ACCURATELY RECORDED BY 7'HE CONTRACTOR AND SUBlVlII-[ED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. ALL LOCATIONS AND ELEVATION SHALl_ BE TAKEN BY AN INBEPENDENT FLORIDA REGtSFERED [AND SURVEYOR AND INCLUDED IN TIdE "AS-BUILT" INFORMATION FURNISHED BY THE CONTRACTOR AT HIS EXPENSE. THE LAND SURVEYOR MUST- CERTIFY THE "AS-BUILT" INFORMATION tie I-IAS FURNISHED. 27. CONTRACTC)R TO MAINTAIN SAFE AND SUITABLE \~EHk, L LAR ACCESS AT ALL TIMES DURING CONSTRUCTk.,N TO ALL ADJACENT R~_SIDENCES LOCATED ON THE PROPERC~. STORMWA~R POLLUTION PRE~NTION PLAN !. Provide ali [emporary materials, systems and operations necessary to preserve water- quality and to effect the required erosion controls including, bur no~ limited to, ~ernporor'y seeding, temporary dikes and ditches, silt screens, fiber mots, rnulci~es, sod, hay bales and other erosion control devices. 2. Water quality preservation procedures shall include control of lime suspended in water which may flow in~o the drainage systern, canals and ditches and which r-nay require the use of screens, filter blankets and coagulants within such systems. 3. Where necessary, channel runoff water from construc:tion areas and alt wa[er darn dewatering operations in[o temporary stilling basins. Maintain all poiiutior'~ and erosion prevention procedures, materials, equipment and other rela~ed items in an approved condition until the areas of the si~e are paved or vegetated. 4 The Contractor shall mainLain Lhe ~is~ing roadwaF ~[~rfa~ i~ a satisfactory condition during construction opera[iO~ By ab*eeL~sweeping on a r~ail}, baOi~ to remove alt soil malaria! that may be tracked ento the roadway surfac~ ~ vd~i~le~ exit}hq ~h~ site. 5. The Contractor shall insUR.~te necessary me~sure~ during the construcLi~n period includir~g full compaction of any fill material placed around newly installed structures, to reduce erosion, turbidity, nutrier~t loading and oedirnen~ation in the :ecei~ing waters. 6. Off--site discharges of stormwater during cO~struOtien and development Will be nqade only ~hrough the facilities a~thorized by ~he 5outh Florida ~ater M~nag.~ment Dish-icL permit. ; " ' ti:at adv'~%~' ~;~:~2~ite water resource 7. It is the responsibility of the ~ontractor to ~nsuFe .eared impacts do not occur durin~ cg~iruction KolLer Property Company The Lakes at PGA Villa - = e LBFH PROJECT No; 09 Oi i0 SFtEET 020 t 10PDDTL01 .dwg SURFACE WIDTH SURFACE REPLACEMENT TACK COAT ALL, SURFACES AND EDGES OF EXISTING PAVEMENT 8* BASE COURSE COMPACTED 1N 2 LAYERS TO 100% MAX~ DENSITY, PRIME AS PER STATE ROAD DEPT. SPECIFiCATiONS. TRENCH TO BE BACKFiLLED iN 8" MAX, [..A*~RS COMPACTED TO THE DENSITY REQUIRED IN THE SPECIFICATIONS. IS AREA EXCAVATED BY HAND t/4.- DtAlvlETER NOI%S: 1. 2~ REPLACED BASE MATERIAL OVER DITCH SHALL. BE TWICE THE THICKNESS OF THE ORIGINAL BASE. BASE MATERIAL SHALL BE PLACED iN TWO OR THREE LAYERS AND EACH LA~R THOROUGHLY ROLLED OR TAMPED TO THE REQtJIRED IN THE SPECIFiCATiONS ASPHALT CONCRETE PAVEMENT JOINTS SHALL. BE MECHANICALLY ,~ WED~ SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE, 5~ A MINIMUM OF TWO DENSITY TESTS SHALL BE TAKEN FOR EACH $tX (6) INCH LAFT OF SUBGRADE AND EACH OPEN CUT CROSSING, WHEN THE SPECIFIED COMPACTED BASE iS GREATER THAN SiX AND ONE-HALF (6-1/2') iNCHES THE BASE S;HALL BE CONS~UCTED 1N TWO OR MORE COURSES~ PROCTORS FOR MATERIALS USED tN BACKFILLING SHALL BE OBTAINED BY A CERTiFiED LABORATORY, DENSITY TESTS SHALL BE CONDUCTED BY A CERTIFIED LABORATORY OR THE PERMtT'FE.E'S CONSULTANTS~ THE PERCENTAGE OF MAXIMUM DENSiT*¢ REQUIRED SHALL BE tN ACCORDANCE ~TH THE LATEST EDITION OF DEPARTMENT OF TRANSPORTATION STANDARD SPECtFtCA~ONS FOR ROAD AND BRIDGE CONSTRUC~RON' AT THE TIME THE PERMIT WAS ISSUED. ALL DENSITY TESTS SHALL BE COMPLETED AND ACCEPTED ON EACH LAYER PRIOR TO ADDITIONAL BACKFILLiNG~ A COPY OF ALE_ COMPLETED AND ACCEPTED DENSITY TESTS SHALL BE FURNISHED TO TIqE ENGINEER UPON REQUEST. COMPACTION SHALL BE AS REQUIRED iN TIdE SPECIFICATIONS ANY DAMAGE TO TRAFFIC SIGNALIZATION EQUIPMENT SHALL BE RE:PAiRED AT THE PERM1TTEE'S EXPENSE. THESE SPECIFICATIONS MAY BE SUPERSEDED BY THE GOVERNING AGENCY, PAVEMENT REPLACEMENT DETAIL :~__t:~o mold d ~/2 e ~pension Joint M~te~k~t 3/18' Sa~w Out JoMt Vades (See plan) Slope ($~e plan)\ " ~ Stab~t~ Su~r~d~ to ~inlmum ~ of Core.tad NOTES: 1/2" Exp~nai~ ~oterial Bat'¢e~n All Existing & Ne~ P~vem~mt ~r Exi~in Stabilize Subgrode to o Minimum F~ of 80 P.S.L Oompocted to 95~: of T-~ //,,.. '1 1/4~ Deep Controctlon ,Io!nt with Seolant ~--Ck~s I Cement Concrete ¢4 @ 12~ SCALE: t~ Alt m~teriol~ and ¢onsf~mction ~hall be in acco~onc~ ~i~ ~T Sp~cifi~on~ Sect.s 3~ & 350. 2. Alt [~ting aholl be, in occordonce wlth ~T $~cif~c~Uons ~ctlon 345--8 for 28 day compr¢~¢e ~rong[h 5~ p~l concrete. P~ide ex.neiGh joinI~ 20' center to center, a't ~ & ~ of cu~e~, jun~bn~ of Pr'~ida c~b~c~on~ join~ 5' ~nt¢r to c~nter. ~d ~hatl b~ plr~c¢~d b~lo~ ~dg¢ of ~ide'~alk to allo~ drainage. F"(P[J "F'* CUF4B &: GU T FER SCALE: ......... 5' TRAtNSITION VALLEY GU T-FER PL AN _k~¢/ TOP OF' CURB TOP OF VAIl EY GUTTER ELEVATION VIEW ~'-- FL. OW LINE TYPICAL TRAINStTtON FROM CURB & GUTTER TO VALLEY GIJTTER N.T.$ I WIDTN VARIES SLOPE VA~R/ES TYPICAL 12' >.,,,-~ TOD EL.~.=27.0 50' DRIANOE EASEMENT SWALE SECTION O SCAI_E: I"=5' WATER MANAGEMENT TRACT WIDTH VARIES - 100' MfN. ~TOP OF BANK 20' LAKE MAINTENANCE AREA L_tTTORAL SNEL. F (SEE PLANS FOR LOCATION) NORMAL WATER LE)JEL. WIDTN VARIES LAKE BOTTOM SECTION LAKE EXCAVATION /-2' VALLEY GUTTER BASE SUBGRADE NOTES: EDGE DRAIN DETAIL SCALE: 1"=5' INVERT OF EDGE DRAIN TO BE LOWEST GRADE ELEVATION AND SLOPED TO DRAtN~ 2, EDGE DRAIN SHALL BE ADS ADVANEDGE (161tAA) OR EQUAL. END CAPS REQUIRED AT TERMINAL ENDS (1652AA) 4, ALL CONNECTIONS TO 4" ADS PIPE SHALL BE MADE WITH ADVANEDGE COLJPLERS (1672AA) OR 1671AA)~ 5. DRAIN PiPE SHALL BE EXTENDED 10' MtN. AT EACH SIDE. EXISTING WE'R_AND C~E~ 50' WETI_AND BUFFER (MiN) 1' MAX. BELOW GRADE] TYPICAL CONFINING LAYER AT DEPTH OF -" TO "(Re'f: SCS SOIL SURVEY AND SOIL_ BORINGS) ANNOTATED TOD BELOW CONTROL EL.F;V.-(al~l~:'- EXCAVATE I FOOT WIDE TRENCH EtTBER [)OWN 'TO AN APPROVED CONFINING LAYER OR TO 'THE ELEVAT'ION OF -il'fiE BOTTOM OF THE LAKE IF A CONFINING LAYER NOT FOL)ND~ BACKFILL_ WITH LOCAL IMPERMEABLE MATERIAL (MARL OR CL_AY) OR INSTALL. PVC t_.tNER AND BACKFILL, IMPERMEABLE WETLAND BARRIER N. T, S. FLEXIBLE PiPE C~¢RRUbAIc._D ALUMNUM) I-- 0 rx !,,,JATFF~IAi ..... F-I OW ii I CONCRETE NOTES' ] A COb,lC:~:-:- ~x TO , HL_IL da.O ~-T q Q)METAL PIPE OF D q~SiN'IiL>tR MA'i-'Ef~I" b)FLLXtBL. E PIPE WH:N THE ~'~x~¢ ~__ ,,,:, ,,<. i f',,4~ ~ f'.~4 ..... ACCORDANCE WITH F,E)': N . 20: .~:,q--. i DEX ,J C>~f,,IN(DT~ E E ~_~t3TAINE STORM PIPE DETAIL AT LAKE OUTFALL N.T.S . LLI © EL jMax. Trench Width := 2 x Pipe Depth + Bottom WidthI Slope Sides As Necessa ,rk' _Place & Compact Per Specifications Haunching Bedding Springline Foundation Finish Grade NOTES: Bottom Width Pipe O.D. + t2" Min. or O.D, + 24" Max. 1, Depth of pipe may be field adjusted to meet special conditions as deter'mined by the Owner's Representative. 2. All trenching ,shall comply with the requirements of the Florida Trench Safety Act. FOUNDATION: A foundation may be required in poor soil conditions, 4. BEDDING: Bedding is required prirnarily 'to bring the trench bottom up to grade and adjust for pipe bells. Bedding materials shall provide a uniform and adequate longitudinal support: under the pipe~ Material shall be placed in 4" to 6" lifts, lightly compacted, uniform and not finer than the foundation materiat. HALJNCNING: Haunching material shall be hand placed to the springline of the pipe, Material shall be consolidated under the pipe and hand tamped to provide adequate side support, 7~ INITIAL BACKFII_L: Initial backfill shall be hand placed to 12" above the top of the pipe, The soil shall be consolidated by hand tamping or walking the soil in place, FINAl_ BACKFILl._: Final backfill material may be machine placed. Material under roadways may require special compaction arid density tests. DENSITY: Alt backfill shall be compacted to 'the requirements of the Specifications. TYPICAL TRENCHING & BACKFILLING REVISIONS Date: Scale: N.T.S. Design By' G.G. Drawn By: G,G. Check VERIFY SCALE BAR tS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0~t ADJUST AL[_ SCALED DIMENIsIONS ACCORDINGLY DATE 5550 S.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-~5885 Fax: (772) 286-5925 BPR & FBPE License No' 959 www..Ibfh.com CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " Par¢~rs For Res'ulCs, VcMt~e B~/ ~ stgx~ PROPOSED DRAINAGE PTPE-- F ROPOSED DRAINAGE STRIJCTURE SEE PlAN SHEETS-'N,_ N 4% 2% 2% ...... 2% 2% ,5% .... 4% TYPICAL GRADING SKEWED DRAINAGE N.T.S. SYSTEM Paving, Gradix:~.g a;~:~d Drainage Kal'Let The Property Lakes at PGA Com. pany Village LBFH PROJECT 02 .... O:i 1 SHEET 020t 10PDDTLo2.dwg 110'± 30' 18' - PROP. TOP OF BANK ............................................... I/-.27~: (SEE PLANS) ELEV, = 13± -\ \ \ ~---EXCAVAT!ON \ 21,5:tz (MATCH EXISTING) EXISTING L1T¥ORAL SHELF EMBANKMENT BACKFILl ..... LITTORAL SHELF SECTION SCALE: I "=10' CONTRATOR SHALL DEWATER AND REMOVE ALL EXISTtNG VEGETATION, TOPSOIL, MIJCH, E'TC. DOWN TO CLEAN MATERIAL. .2. THE CONTRACTOR StflALL HAVE THE AREA TO BE FtLILED tNSFECTED BY THE OWNERS REPRESENTATIVE AND THE OWNERS GEOTECPtNICiAL ENGINEER PRIOR TO PLACING ANY EMBANKMENT. 3. AFTER APPROVAL BY THE OWNERS REPRESENTATIVE .AND GEOTECHNICAL ENGINEER THE CONTRACTOR SHALL BACKFILL AND COMPACT IN 6" MAXIMUM LIF~S TO A DENSITY OF NOT LESS THAN 98% AASHTO T180. MATERIAL USED TO FORM THE EMBANKMENT SHAI...,L BE GOOD CLEAN, GRADE No, I MATERIAL APPROVED BY OWNERS REPRESENTATIVE. PAVER SYSTEMS, HOLLAND BRICK, COLOR MIX 3, HERRINGBONE PATTERN - 1 1/2" SAND COURSE 6" COQUINA OR LIMEROCK BASE @ 98%-T-Ii 80 '8" COMPACTED SUBGRADE @ 98 %-T-18(1 75 FBV NOTE: ALL PAVERS SHALL HAVE FLUSH HEADER CURB BORDER A.C.S.C.'-N.' NOTE: MIN. 3~O00PSI CONCRETE AT 28 DAYS BRICK PAVER CROSS SECTION N FLUSH HEADER CURB DETAIL N.T,S. ¢ 2003 LBFH tnc~ DATE REVISIONS Date: _ 9__//~02 Scale; N,T,S. Design By: Drawn By; Check By: J,E.D, VERIFY SCALE BAR 1S EQUAL TO ONE INCH ON ORIGINAL DRAWING ~0~1 AtDJUsT ALL oCALED DIMENc~IONS ,ACCORDINGLY ELEV,=27± CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS ".Pa~¢~s For Res~¢s, Va~'~ B!g Des'~gn" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3885 Fax: (772) 286-5925 BPR & FBPE License No: 959 www~lbfh.com / --MANHOLE COVER & RING Al" GRADE ELE?V,=:26.02: / , EL. EV~=25.0 ~ ELEV.=23.6 ~ ,:4 R,C,P. INV. ELEV,= 16.00 CONTROL STRUCTURE DETAIL SCALE: 1"=2' Paving, Gradii}g a:~d ') ..... ' KolLer ProperLy Company The Lakes a'k PGA Village LBFH PROJECT No: 02 .... Ol i0 SHEET D-4a 020110PDDTLO3.dw9 22 1/2' ELBOW 11 1/4' ELBO~ WYES / TEES CONC cong. 0,5 0,5 0,5 1 1.o ~.o I .o 1 ~o 1 .o 1,3 1,0 ~0 ~,0 5,9 2.9 %5 7.7 5.9 2.0 10.0 ~5 I3 18.8 8.0 4,7 20~0 10.2 ). OALCULAfiONS B~ ON 160 P.S& ~RE AND 2000 P,S.F. SO~L ~ V~UF~ TNRUST BLOCKING DETAIL ST. UJCiE COUNTY WATER & WASTEWATER CONSTRUCTION ST.~ BARDS G-2 k~ ~t AT ALL SIg~iGE TAI~ ST, LUC!E COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS T~CE WIRE DETAIL 8 9 NOTES: 1, -- HC~LS~E ~ LAIERAL UN~ PAVE~ SHALL BE 2003 LBFH Inc. ST. LUC1E COUNTY WATER & WASTE'WATER CONSTRUCTION STANDARDS WATER SERVICE CONNECTIONS PLAN AND PROIqLE DATE FIRE HYDRANT, TEE V~_;V~S (~CH ~) I%5 20~2 1.0 0.5 ZO 1,0 3.4 1.7 6.2 3.I B.8 4.5 t5.4 7,8 a° B~D ~ i/~" ~ND ~l t/Z ~END 0.7 0.4 0.2 14 0~8 O.; 2.4 t.3 0.7 4.2 2.3 NOTES: t, f~(;RJl~ ~ AREA ~ 0tW34 O~ PbkN OR SHALL BE ~N~ F~ & ~E ~N~ ~ ~ ~ ~ ~ ~E (1) ~E F~T BE 1,75 ~ ~T ~N IN T~ ~, LUCiE COUN~ WATER & WA~TEWATER CON~FRUCT~N STANDARDS ADDITIONAL THRU~T BLOCK ~QtJIREWEMI'~ FINISHED BUCKLE Ia~ ----~ P~LIRE PIPE / J C~,,FHCT P,P S~ G~3 F~ ~ .... ~"~~1 4~0~ ~i~ A~N%S NO J~N~ BE~EN RT~N~  , C~FLJCT PIPE ~ NOIE ~ 4 FOR ACC~T~ D~EC'~ON~ %~- ~E UP TO ~ ,~N~ EACH ~' -~ I DJ.P. I.~Sg-LP. I DEFLECTION TYPE NO~ & ~ NOT ~ 7~ (~ ~i~"AOl~'~ Sf, LUCIE COUNTY WATER & WASTEWATER Pt;~E. SSU~E PIPE CONFUCT DETAIL CONSTRUCTION STANDARDS EXiSTiNG GROUND ST~ LUCIE COUNTY WATE~ & WA~TEWATER CONSTRUCTION STANDARDS TYPICAL TRENCH DETAIL j~ ~ G-lO TRAmC NBNTCH EXISllNG S~RFA~ --~ NIPPLE BRONZE ~ ELBOW "-~----CAS~ IFFJN VAI.VE, EN3× AND LID (us= ¢7e.~ o~ wP~ 2" BRON~ ANGLE V~V~ 2" ST~NLESS STiE~. NIPPle/SEWER OORPO~ON STOP W~ITH TH~ GONNEC%.qON NOT ~ THAN 18" 'lO N~ BELl.. OR FITllN8 t~ ~/~ SItALL BE PAINTED F~ SAFET¢ ~ FOR WATE~ Of~ '%~EEN" FOR S~.. ST. UJCIE COUNTY WATE~t & WASI'EWATER CONSTRUCIION STANDARDS UND~ROUND AiR m£,SE VALVE AND VALV~ ~OX (UANUa) AN~ FLUSH HYDRJ~NT BOX TO BE SUPPL.II~ BY CONTRACTOR 24~X24~~ ~'fE PAVEMENT PAINTED 2~ VALVE NOTES: S~. LI$CIE COUNIY WAt'ER & WA.S~VATER CONSTRUCTION STANDARDS FIRE HYDRANT INSTALLATION DETAIL,, 90' BEND BRONZE B(:;~Y BALL VALVE 2" POLYTUB[~,K~L ~ P~Y~E ~ ST. LUCIE CODNTY WATER & WASTE?¢IATER CONDUCTION STANDARDS FLUSH~N~ HYDRANT/BI~WOFF 1 !/2" CURB STOP BO.X/NIPPLZ~ (U~UL~ H-! O.SO2/SggBO OR APPROVED EQU~_) 2' x 2' X 8' '~tlCK CONC~ P~ ~ R~ AT E~H SIDE V~VE ~X 24"x24"x6~ THICK co~c.a~rE COLL,~----~. FINISH ~OE -'~ / ~-/.~ZE OF v~.~ ~ BE CAST tN ~EN U~ ~ WA~ ~N, OR "~U~' ~4 ~CLAJMED M~N AND ~tA~. HA~ B~.T DO~4 IN '~,~O AREA, BRONZE DI~, V~&~% N~CLATURE ~TC~ ~ISTtNG SURF'~E 1 I/2~ C~RB BOX/NIPPLE LOCATOR WIRE --- ROAD M¢.TERIAL '~'~'~"- ........ CAST IRON VAL~E ~x AATE V~VE $~OIR~) P.v.c. OR D J.P. PER ~P~D P~4S CONCRETE PAD, (8" 'mF-m<, I cu. FT.) TYP. ST, LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS VALVE SE'F~NG DETAIL (~TE VALVE) R/n~ L~ AT P~OP~TY ~ POL~OTYLENE OR POLYETHYLENE P'~F~., NAIII~AL ~ANiTAl~ F~NBATION AP~¢At~ A..~T&I. ~ E~L~VALE~T TO THE OUTER ~ OF COPPE~ 11J~ ST~ U JOlT COUNTY WATER & WASTEWATE~ CONSTRUCTION STANDARDS SERVICE CONNECT!ON ~'TAIL 5/8' OR i" ~ETER OO~FK)RAT10~ STOP STRAP gAD~ S~L LlJCIE COUNTY WATER & WASTEWATE~ CONStrUCTION STANDARDS TENiPORARY SANIPI£ POINT DETAIL 1. F~'C PiPE - 4' AND 6"' DLAMEFER HPE MUST BE C~SS 2~ AND DR14. 8" TO 12~ DA~ETER ~PE ~UST BE CLX% 150, DRI8 ~Si/A~A C9~-89~ 2. ALL PiPE L~C~R ~ I2' D~AM&%R ~US% 8E D~TE~ IRON, BtNIMUM CL/~ ~. 8" ~J4L} 10' PIPE MINIkIUM CI~S ~. 4~ 8' DUCTILE P~, HINIMU~ CL~ 52. ~ DUC~ tRON ~PE ~L C0NFOR~ T0 THE REQUI~B~% 0F *~lSt/A~¢A Cl~b/~.Sl-9~ C~EN~' BORT~ UNED ~D SE~_ COATED PBR R~St/A~A C104/A21. 4-90. Ffl'lt~ ~B~.. ~ C~T IRON OR ~.~TILE IRON HE.NO A&tSI/AI~A C-153/~t, 10-88 SPECiRCA~ONS. FlUtiNGS ~U5% BE C~B~MNED N'iD SEA. CGA~D PER ~SI/A~A C104/~I. 4-90. 4. ~ZE V,~_VES 4' ~D L~GER S~U_ H~ N~SI/AWWA 0-.~-87 OA;fE~ R~N) SPEQRCA~ONS 'OLVES BUS~ ~ ~UD~R CO CE~URK~ ~O[~L ~. A-423 OR ~PROV~ EQU,~.~ RRE ~~ St-Ldl BE INSTa/Zg WfOt THE CEN~R OF THE HOSE NOZZtZ 18* ~ RNt~ C~E WATER SE~CE PiPiNG SF{~L BE ~C~r&ENE (P.E. 3408 ~ 3408), WA~R SERVICE TUBING C~IFORMING fO ~N D-12~ ~D D-- 2737 W~ ~R OF 9. 8. ~.L HCFER %RMCE CONNECT~NS SHAX BE BRONZE ~0~ PLUG 9, PA'~E}~I' R~q'OgA~ON D,~. ~ ~RiF]D OUT IN ACCOF~CE W[.~i ~E: RE~JtR~E~ OF THE AUTHOR~Y HA~%tO JURISD~¢RON. 10. ALL. NEW iNST,~JAIIONS S~. COHPLY WITH ST. LUCIE CC~JN:Pf UTIUTIES TECHN~. SPECiR~TIONS, DDS~CN CRiTERR ~D ST~4D~R~, ~CH 20(~. 11, ~J.L C~NEC~ONS T0 EX~ll~AS ~OJNS SF~L BE b~E UNDER l}tE D1REC~ON ~ ~-iE RE~iRVE CO~JLJNflY D~FX. OPktD~ D~tCT~ 12. ~J. PIPE, E~C. S~IL BE tESTE~ UNDD~ A COt, I~ PRESSU~ OF ~50 PSI FOR A MINIMUW TES% OF 2 HOURS ~,~D S~. NOT ~ TNE LEDGE FOR~UL~ ~E.. Q = 155,2~3 Q ~ ~XOWABLE L~AOE tN GALLONS P~ HOUR S ~ l'OT~. LD~gFH OF PiPE ~SFED D = DL~EI~ ~ '~'iE PIPE TESTED iN INCHES P = A~¢E EST PRE%URE 13. THE ~tN!~U~ DEPTH OF COVER OVER WAl%~ t}E ~SE OF PVC RPE ~IICH REQUiR~ A MINimUM D&~'H OF C~ OF 38'. 14. BSNFECT~N OF MAINS SFP1Z C~PLY WDt ~'~I/~WWA 0-651-92 ST~D ~4D F~ RULE 62-5~.~45. ~qC;~IOL(~ ~PUNO SH~. BE D~IOKAIED ON ~4E D~NEERiNG 15. MtNIHU~ V~E SPACING PER SE3110N &2 OF ~E ~N ~A~ SI'~DARDS. WN~ ~ RPE ~ U~B FOR WAt~ ~NS, A ~4 ~UGE MULtlS~AND COP~R WIRE St~,LL BE l~ ~E ~Ol~ OF ~4E PIP~ ~E WIRE SI~. ~ B~OHT UP AT E~ V~ ~D A ~iNI~U~ OF FOUR ~ OF E~C~S ~RE SP~I 8E COteD AT L~IOR ~ODEL NO. 12~3, ~ ~ANUF~t~RED CO, SF~L BE I~A~ AT D¢~ WA~R SER~E 17. B.UE REFt. ECtl~E PAV~'[. M~K~S S~ALL BE LOCA~D 1N R~¢AY TO ~K ~fT L~5ONS. 18, ~INI~U~ 5' O[~ SP~L BE ~J~JNI'~NED t~ BE LC~lED WgHIN 2' OF F~ OF CURB WHE~ ~PUC~LE ST~ ~NEC~ON lO EACE RO~WRL 19. W~-ER SI{~& BE ~% AV~LA~[f TO ~E FIRE t¢~T ~ORE AOD~O~ CO~RUOllON ~ ~GIN tN l}~,T L~ATI~q. 20. ~'THiN 30 DAYS ~;.R THE CON, CT ~S ~]_ SUB,iT TO THE E~*~N~R FOR REVI~ ~D AP~OV~., S~X (61 COPt~ OF D'~P D~WIN~ F~ THE I. PIPE ~D FI~IN¢S 2, 4, AJI O1}I~ if EMS T}-LAT ~Y 8E REQUESTED BY ~tE ENQNF~. 21. CO~iPLE[.E *AG-BUiLT~ iNFORHAtlON Sf~.L BE ~CU~TD.Y RE.RD.) BY l~E CO~TOR ~D ~]BB~D TO ~IE ~gINE~ ~R 10 AGG~GE OF THE ~}~. ~&L L~AltONS ~D E~A'~ S~. BE T4~N ~ A~ tND~ND~C~O~IDA REG~R~ ~ND SU~YOR AND tNCLUD~ tN 5tE ~-BUILl INFO~A~ ~RNtSH~ ~ ~ CO~gTOR AT FIlS ~P~SE. ~E L~D SU~OR H~ CERTt~ ~iE ~S--BUtL~ tNFOR~ HE H~ FURNtSH~. STANDARD WATER/SEWER SEPARATION STATEMENT 1, SANITARY SESVERS iNCL.LJDING SEWER LATERALS, FORCE MAINS AND STORM SEWERS SHOULD CROSS UNDER WATER MCJNS WHENEVER POSSIBLE, SANITARY SETWERS FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL. BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE I~WER1;' OF THE UPPER PIPE AND THE CROWN OF TNE LOWD? PiPE WHENEVER POSSIBLE, WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WtTB [~SS THAN '18 tNCNES VERtiCAL DISTANCE, BOTH THE SEWER AND THE WATER blAIN SHAL.L BE: CONSTRUCTED OF DtJCTtLE iRON PIPE (DIP) AT 'DiE CROSSING. (DIP )S NOT REQUIRED FOR STORM SEWERS.) SUFEiCIENT L_ENG'I>IS OF DiP MUST BE USED 'TO PROVIDE A MINIMUM SEPAF~TtON OF 10 FEE')" BETWEEN ANY TWO ,JOINTS. ALi_ JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST 8E MECHANICALLY RESTRAINED. A MiNiMUM VERTICAL CLEA~kNCE OF 6 iNCHES MUST BE MAIbEFAINED AT ALL CROSSINGS~ 2~ AU_ CROSSINGS SHAL& BE ARRANGED SO THA'F THE SEWER MAIN PIPE JOINTS AND THE WATER MAIN PiPE JOINTS ARE EQUIDiSTAnT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLtCFS WiTH AN EXISTING PIPE WiTH LESS THAN '18 INCHES VERTICAL CLEARANCE, '['HE N~ PIPE SHAIJ_ BE CONSTRUCI%D OF DIP (EXCEPT STORM SEWERS) AND THE NEW PIPE S~[1.. BE ARRANGED TO NEE7' THE CROSSING REQUIREMENTS ABOVE. A MINIMUM 10 FOOT HORIZONTAL SEPARAI'ION SHALL BE MAINTAINED BETWEEN ANY t~fPE OF S¢-,NF[.ARY OR STORM SEWER AND WATER MAIN tN PARALLEL. INSTALb~TtONS, WHENEVER POSSIBLE. tN CASES WHERE Il' tS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WAlTR MAIN MUST BE lAID tN A SEPARA~ 'fRENCH, OR ON AN UNDISTURBED EARTN SHELF t.OCA~ED ON ONE SIDE OF '~E SE~ER OR FORCE b~tN, AT SUCH AN ELE'V~X~ON T~T ]3qE BO~O~ OF ~4E WATER ~tN ~S Kr LF~T 18 iNCHES ABOVE THE TOP OF THE S~ER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VER~CAL. DISTANCE OF 18 ~NCHES IN PARAU_EL iNSTALLA'~ONS, ~E WA~%R MAIN S~LI. BE CONSTRUCteD OF DIP AND THE S~ER OR FORCE MA~N SF~LL BE CONSTRUCTED OF DIP (EXCEPT STOR~ S~ERS) Wt~ A MINIMUM VERTiCaL DISTANCE OF 6 ~NCHES. ~E WATER ~tN SHALL DE A~VE THE SE~R. dOtNTS ON THE W~TER MAIN S~LL BE LDCATED AS FAR ~ART S~WER OR FORCE ~N (~AGOERED JOINTS). ALL DiP SHALL BE C~SS 50 OR HIGHER. ADEQUATE PROTECTIVE M~URES AGAINST CORROSION SHALL BE USED. MAXIMUM OBTAff~BLE SEPA~'RON OF RECLAIMED WATER MNES AND DOMESTIC WATER LtN~ SH~2. BE P~CTICED. A MINIMUM HORIZONTAL SEPA~ON OF 5 FE~F (CENTER-TO-CENTER) OR 3 ~ET (OUl%tDE-TO-OUTStDE) S~ BE ~II~AINED B~EEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE MN~. A ~iNt~U~ VERTICAL CLEAP~NCE OF 18 iNCHES SHALL BE MAINTAINED B~WEEN RECL~MED WA~R MNES EFFHER POTABLE WATER kt~lNS OR S~VAGE LINES. AT' CROSSINGS PROVISIONS OF FAC RU~% 62-604 AND TEN ~ATES STANDARDS St-tALL APPLY. P~.?¢~J£.R C~NC;~fE Q~ FtBt-'2~ ~NF('~RCf23 PQLYESl~ ~ER BOX ~TH 8" O~ ,3/4" SLED, CAS4NG WALL 'PdIcKNESS .2,50 ,25O .~25 20~ ,312.t5 2, RET~R (~LANOS AF~] REQU~ ~ ~HE CA~Hg SIZE ~.F~LL b~E ADdL~TED ACJ204~D~4GLY, C,~SING ~NSTALLAT~ON DETAIL ........ J~*',=~ ~ NOTES: A~t l%iJN~ NOTES: ~ F¢_~ ~ FL~t~ STANDARD DES%IL F~LUNG AND FLUSHING REVISIONS Dote: ~__2/_02 Scole: Design By' G.G. Drown By: G.G, Check Byl J,E,D. VERIFY SCALE BAR IS EQUAL 'FO ONE INCH ON ORIGINAL DRAWING 0 ~ 1 ADJUST ALt_ SCALED DIMENSIONS ACCORDINGLY /IiIbc CONsuLTING CIVIL ENGINEERS, SLJRvEYORS & MAPPERS " Pa~?zers £'or Results, . VaZ~e B~ DesigW' 5550 S.W. Corporote Porkway, Palm City, Florida 34990 (772) 286--5885 Fax: (772) 286--5925 BPR & FBPE License No: 959 www.lbfh~com Water Distribution & 'Wastewater Collection De tail. Kolter The Property Company Lakes at PGA 'Village LBFH PROJECT No: 0 o --0i 10 HEET 020 t 10WsDTLO t .dw9 / / / / / / 2003 LBFH Inc. DATE / / / / / / / / / \ \ \ :STA: 13+39.09 OFF'SET; t 2,00 R STA: 13+38,62 OFFSET: t2,00 L ,, STA; I 1+83.22 t2 SaND WHITE OFFSET; 12,00 : STA: 1 / / k / STA: 14+08~81 OFFSET: 12~00 L STA: 10+76~15 OFFSET: 12.00 L SttA: 10+58~69 :FSETF: 12~00 L STA: 15+58.; OFFSE:: 12., REVISIONS Date: 9_/02 Scale: AS NOTED Design By:. G.G. Drawn By: G,G, Check By: J.E.D~ GRAPHIC SCALE 40 0 20 40 STA: 72+56,77 OFFSET: 42~08 R STA: '73+98~68 OFFSLQ": 19~07 R-% MATCFtLINE STA: 72+44.09 ;EE SHEET STA; 73+55.25 OFFSET: 5~00 L '"'--STA: 73+33.23 OFFSET: 19~00 L .22 12,00 R~ U Ke ~ Scale: 1 "=1000' inch = 4-0 STA: 73+98.40 OFFSET: 5.07 R 9x6' SOLID YE[ ~-l.~ 6" SOLID WHITE STA: 74+07,73 OFFSET: 19,00 L 6" SOLID WHITE 6" SOLID YELLOW 8 10+76.15 OFFSET: 12~00 R '7 .:~ STA: 10.+37,65 STA: 16+50,39 OFFSET: 1,2~00 L 17+00 SOLID 6 B l 0 C, ii 8+00 SOl_ID ITE 19 2O STA: 22+67~37 OFFSET: 1 28,o5 12" SOLID WHITE ON SEE SHEET H-5 AND CURVE SHEET H-9 & COl :FSET; I5,27 L , ST~t 20+84.54 C ..... ._.~ --- vD 4-.. OFFSET: 16.09 R .... ' . ....... / / ////// / OFFSET: 12.00 R ...... ' ~.I° STA: 22+37.45 OFFSET: 69,42 21 +58,28 ET: 19.50 L 21 +6t .29 ~FFSET: 19~50 22+0~ "9 c 2~+ 15.30 OFt SM': 52.32 R STA: 22+50.66 OFF,~E-F: 67.22 R 6"' SOLID YELLOW STA: 2=~+63.56 OFFSET: 129.54 R SOL_ID WHITE ..... STA: 78+14~64 OFFSET: t8~97 R ---6" SOLID YELLO~V23+C)o STA: H -~ 19.50 R SOl_ID WHITE 22 76+45~28 / STA: 23+50,76 OFF'SET: 52.32 R R6-1R S'fA: '78+42.35 OFFSET: 15,40 R 23+00.77 OFFSET: 1t3.76 L STA: 23+23~06 OFFSET: 72.9'7 L .--- STA: /: OFFSEir: 4"7,[ L 29 I2" SOl_ID FE 24+0, 77 OFFSET: t .50 L -- 6" /,- SON[ YELL_OW 24+47.68 19~50 L STA: 24~ OFFSET: I STA: 18,32 t9.50 R STA: 23.+38.47 OFFSET: 64,85 24-+46.25 ET: 19.50 R STA: 23+08~97 OFFSET': 1.25~81 R STA: 24.+' 1.5t j~ OFF'SET: iR 12" SOLID WHITE SOLID WHITE R! -2 ,3 0 STA: 78+ 15~01 OFFSET: 20.03 STA: 78+4.2.65 OFFSE.T: t5,94 L STA: 78+69,,20 OFFSET: 12.01 L CASE It 6' D.C. ~TYPO / "4 STA: 25+01.69 OFFSET: 12.00 R 5 t 3 2 VERIFY SCALE BAR IS EQUAL TO ONE INCHI ON ORIGINAL DRAWING ADJUST ALL SCALED DIMiENSIONS ACCORDINGLY iNC CONsuLTING 6iVtL ENQ!NEERS, SURVEYORS & MAPPERS "_t~~rs .For Res.t~s, 3550 $.W, Corporate Parkway, Palm City, Florida 34990 (772) 286-3883 Fax: (772) 286-3925 BPR & FBPE License No: 959 www.lbfh,com Horizontal Control & Pavement and Sign. age Marking Sheet Kolter Property Company The Lakes at PGA Village LBFH PROJECT No: 02, .... 0"t'I 0 $ttEET fi- 1 DATE 11 1/4' ELBO~ CONC. C~,iC. CONC. (~. eL) (cu. ct.) (~,, ~L) 0,5 0.5 0,5 1,0 1,0 1,0 1,0 t,0 1,0 1,0 1,3 1,0 ZO t,0 5,9 Z9 1.5 6,5 3.3 16.8 8.0 4.7 20..0 5,9 29,0 ST. LUCIE COUNTY WATER & WASI~TWATE~ CONSTRUCTION STANDARDS THRUST BLDCKING DET~dL PLAN ~ To BE ~,L~ No. 5~ 0~ EQUAL $~i'. LUCiE COUNTY WAl~R & WASTEWATD~ CONSTRUCTION STANDARDS ~R~INAL CLEANOUT D~rAiL ST. LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS WASTEWA1FER RAIN GUARD D~AJL FiRE HYDRA~T, TEE DEAD Digs AND VALVES (EACN ~OE) t.2 2~6 90 '~ BEND BEND 1,0 0,5 2,0 1.0 3.4 1.7 8.1 1t.4 8,2 3,1 tl.5 16,2 8,8 4,5 20~2 28,5 15.4 7.8 0,7 L1 0.4 2.4 1,3 2~3 l/~ BEND 0.2 0.7 1.2 NOTES: RE~d~f~ ~NO ~ iS G~VEN ON PLAN O~ SHALL BE ~T~N~ THE ~ ~LOW~Z ~NO ~ ~ ~ ~ (1) ~ F~T ~ %75 ~ ~dAT ~d IN T~ F~ ~C~ ~ ~ ~T~ ~5 (~). SlL LUOiE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS ADDITiONAl THRUS~f BLOCK REOUIIRE~,ENTS ROTAIE B~DS AS REQUIRED SANITARY S~V'K;E ~T~At,~ ~ALL TEI~.4~A~ AT PROP~ L~E AT A O~PTH OF PLtJG*&~TD WATERTF~-IT A~3 ~p~ ~TH 2~~ TF~E,A~ STA~ AND E~O*iRON~ ST, LUCIE COUNT~ WATE~ & WA~SfEWAT~ CONSYRUCTION STANDARDS TYPICAL, SEWER SEI~VICE CONNE¢~ON r~ETAIL~ ST, LUCtE COUNTf WATER & WAS,TEWATER CONSTRUCTION STANDARDS ti-~VER~ FLO~ CHANNEL DET,AJL SEE 6-5 FC~ CONCRETE AMOUNTS NO dOINTS BE~EN FITflNC~ F~T[ING TYPE SEE NO~ ~ 4 FOR ACCEPTABLE DER~CTtON-\ ~:L~ CL*~PS (l~.)~t' ......... -%\~/-- COdqFUCT PIPE ~- SLOPE UP TO f. WIN. COVER ~i_z DEFLECTION TYPE NOTES: t. Tltrr~ NE~{ODS ~ TO BE, USE~ ~tEN ~~T ~(R E~$~ ~ ~W P~ ST, lA, CIE COUNTY WATE~ & WASTEWAT~R CONSTRUCTION STANDARDS PRESSURE PiPE CONFLJCT Dk-TAIL j~~ 8-,5 NOTES: ST. LUCIE COUNTY WATER & WASTEWAI't~ CONSTRUCTION STANDARDS SANITARY SEWER SERVICE DETAIL ( s~ ~:r~L ) PIPE O~X PU~ 4* ALL ~D Wftt,{ I~'f~A¥ SLAB POOR NOTES: 1. P '-RE~T O0~Z TYPE ~, 4Oeo P.sJ. R~F C~AT RED AND SE(X;X~ COAT i~.~Ll<. ~¢OND COATON ~ TO BE A~qj~D AFFER ALL ~JT~4~, REVISIONS Dote: ~.D_/_02 Scale: N.T.S. Design By: Drown By: Check By: VERIFY SCALE BAR tS EQLJAI_ 'TO ONE INCH ON ORIGINAL DRAWING 01~1 ADJIuST ALL. SCALED DIMENSIONS ACCORDINGLY / PN.C. OAF> -~ AT ~ F5" I /COV~ MARKED /¢~ M,A'~ E)(~L SURFACE NO~ ST. LUCtE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS SEWER SERVICE CLEANOL~ (POSS~BL,E TRAFFIC ARF~) HOL£ FtN~SHED CONSTRUCTION STAN BARDS ST, LUCIE COUNt' WATER & WASTk~ATER CONSTRUCTION STANDARDS SANITARY SEWER NANHO~ FP~&~E AND COVER NOTES: 2. ~D~ OR ~ AT ~ R~ ~ (I/2~ T~ ~ ~H Al ~ ( ~ ~ ) GOATS ~ ~ St~LLOW ~ANNOLE ST, LUCt£ COUNTY WA~R & WASTDCVAT~ CONSTRUCTION STANDARDS NOTES; SEWER SYST_E.M__UOTES: '1. :2. PRECAST CONCRETE MANHOL. ES SIiALL CONFORM 'FO THE REQUIREMENTS OF ASTM C-4-'78 AND 64T. ALi._ PRECAST MANHOLES St-iAL. L BEAR TIdE STAMP OF A CERTIFIED ENGINEERING T'ESTINC L.ABORAI'ORY, SIGNED AND DATED, CERTIFYING THAT THEY MEET THE REQUIREMENTS OF" ASTM C-478 FOR CONCRET'E STRENGTH, STEEL REINFORCEMENT AREA AND PL.ACEMENT, AND APPEARANCE WHEN MANLJFACTLJRED. 5~ '7. 8~ 9~ 10. 12. CONCRE-I'E FOR PRECAST MANtndOLES OR CAST IN PLACE MANHOL_ES SHALL ATTAIN A MINIMUM COMPRES~IVE'S STRENGTH OF 4000 PSI AT 28 DAIS." 15. MINIMLJM WALL AND BASE THICKNESS FOR PRECAST MANHOLES SHALL BE 8 INCHES. REINFORCING STEEL FOR MANHOLES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 AND A-505, LATEST REVtStON. SPLICES SNALL. HAVE A MINIMLJM LAP OF 24- BAR DIAMETERS. MINtMLJM COVER OVER REINFORCING STEEL SNAL. L BE 5 INCHES. ALL OPENINGS tit PRECASi' MANHOLES SHALL BE CAoT Al' THE TIME OF MANUFACTURE. PRECAST MANHOLE SHOP DRAWINGS SHALL BE SUBMtYFED l-O ENGINEER AND THE RESERVE COMMLJNtTY DDVELOPMENT DISTRICT FOR APPROVAL PRIOR TO FABRICATION. AL, L MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL REST ON A FIRM, CAREFULLY GRADED SUBGRADE WHICH SHALl.., PROVIDE UNIFORM BEARING UNDER BASE. MANHOL_E SECTIONS SHALL BE JOINTED WITH A MASTIC COMPOUND PRODUCING A WATERTIGHT BOND. TFtE REMAiNiNG SPACE SHALL BE FtLL..ED WITH CEMENT' MORTAR AND FINISHED SO AS TO PRODUCE A SMOOTH CONTINUOUS SURFACE INSIDE AND OUTSIDE THE WAL. L SECTIONS. AL.L CONCREFE AND MORTAR USED tN MANHOLE CONSTRUCT'iON SHAL. L HAVE TYPE tl CEMEN'F. At__L SPACES AROUND PIPES ENTERING OR LEAVING MANHOLES SftALJ_ BE COMPL. ETELY F1LLED WITH EMBEC.)-'- '( MORTAR (NON .... METALLIC) OR BONSAL (NON- SHRINKING). TWO COAl'S OF KOPPER'S 500 M SNALL BE APPLIED TO 1-HE INSIDE OF THE MANHOL. ES AND WEIWELLS. FIRST ~,OA.~ T RED, SECOND- ' ' COAT BlS, CK. ON TidE O(JTSIDE OF THE MANHOt_E, ONDF ONE COAT tS NECESSARY. SANITARY MANHOL_ES AND LIDS SHALL BE CAPABLE OF WITHSTANDING MSHT'O td-20 LOADING. ALL. GRAVITY SEWER PIPE SfflALL BE PVC OR DLJCTtLE IRC)N. PVC PIPE SHALL. CONFORM TO ASTM D-5054, SDR 55, LATEST REVISION, WITH MAXIMLiM 15 FOOT LENGTHS AND PUSH ..... ON RUBBER GASKET JOINTS. DUCTILE IRON GRAVITY PiPE SHAL. L CONFORM TO THE SPECIFICATION FOR FORCE MAIN. PVC LINES ENTERING OR LEAVING MANHOLES SHALL NAVE ASBESTOS MANHOLE COUPLINGS BY JOHNS MANVILLE OR APPROVL:TD EQLJAL CONNECTING TO THE EXISTING SYSTEM - ALl_ CONNECI'IONS 'FO EXISTING MAINS SHAL_L BE MADE UNDER THE DIRECT.ON'" 1 OF' THE RESERVE COMMUNITY DEVELOPMENT DIS'FRtCT. THE CONTRACTOR SHALL_ TEST TidE COMPLETED SEWER LINE TO DETERMINE ALIGNMENT AND TIGHTNESS OF THE JOINt'S. 'TESTING SHAL. L BE LAMPED AND MUSt- SHOW A F'ULL CIRCLE OF LIGHT. INFILTRATION AND EXFIL/FRATtON TESTING SHALL BE CONDUCTED. LEAKAGE SHALL NOT EXCEED 100 GAL. LONS PER iNCH DIAMETER PER MIL. E PER DAY. , 4 AL1._ NEW INSTALLATtC)N SHALL CC)MPLY WITH ST. LLJCtE COUN-~~ UTiLil-tES TECIdNICAL PEutKtL:ATtONS DESIGN CRITERIA AND CONSTRUCTION STANDARDS, MARCH 2000. Ali D~'A~,S ~¢,N) ~ECIFiP~¢PPNS FOR S~AND~¢(D N~.NhE:~LES A~ ~F~J~LE TF~ PF~T ~%SE ~4~jj. ~q~D FUrY U~ ~,~ DROP DROP ~ANHOLE (OUTSIDE CONNECTION) ST'. LUCRE COUNTY \¥ATE~ & WASTEWATER CONSTRUCTION STANDARDS Water Dis'tribulation & W'as'tewater Collection CONsuLTING CIVIL ENGINEERS, Detail Sheet tbfh. www. corn ~ SURVEYORS & MAPPERS "Pa~ers For Res~(~:s, I NC. B~j DesigW' 5550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-5885 Fax' (772) 286-5925 BPR & FBPE License No: 959 · ,. Ko]ter 'The Property Cornpany Lakes at PGA Vi]tage LBFH PROJECI' No; 02-,0i_ i. 0 SHEET 0201 t OWsDTLo2.dw9 R/W 60 2% 2% R/W ZO'_ ............. :!,.?: ................... _5_.__01 ........... 0 .... PROP. 8" SANITARY SEWER - 'x,, ,, 5, CONCRETE SIDEWALK ',,, \\ '"'\ ,, ~e 'TYPE S-Iii \ ", ASPHALTIC CONCREt'E (2 LIFTS) , ~---8' LIMEROCK/COQUINA \ \ BASE COURSE (2 LIFTS} '\'-t 2" STABILIZED SUBORADE SCALE: P/L 60 O' 5,0' t 1,0' t 4.0' P/L 0 ......PROP~ 6" F.M. ' .... TYPE 'F" CURB & OUN'ER ('il'P.) 2% 2% CONCRETE ~tDE~,ALK - ~1~" i(P S-Ill ASPHALTIC CONCR[fE (2 L, tN%) %8" LIMEROCK/COQUtNA BASE COURSE (2 MFTS) 'k-12" STABIMZED SUBG~DE PROP. 12" W.M,- ......... 0 SCALE: ; : t ? 1 5 ~SCAPE 12.0' R/W I 40.0' R/W '\' \"', ASPHALTIC CONCRE!E (2 LIFTS) ',, x C) ....... PROP. 8" SANITARY SEWER ~ \ 8" '",\ ~- L1MEROCK/COQUINA '\ BASE COURSE (2 LIFI'S) "~12" STABtL. IZED<SUBGR,,DEA SCALE; i'=4' SCALE: R/W 60.0' R/W 1 t t 1.0' 5,0' j 2% 2% x, 5Sx ' '" CONCRETE SIDEWALK ,.,~ ~ . ,SPHAL.T~C CONCRF]'E (2 LIFTS) \\.., k-8" IJMEROCK/COQUtNA ' BASE COURSE (2 LJFTS} 0 ....... PROP. 8" S~>4tTARY SEWER L'-12" STABiUZED SUBGRADE SCAt. E; i"=5' R/W I 60.0' MEDIAN WIDTH 10' MtN. - 97 MAX. 2% WIDTH VARIES SEE PLANS FOR MEDIAN CONFIGUARATIO 2% 9,0~ P/L "' 75~:~~.:':-. :>' '," x x ............. - ,. :.- ,. .... ,~,.,,..,. ...... 'TYPE X, VALLEY GUnER (T'TP,) ~ 'i "--t,~ ~'PE S-iii "~, ASPHALTIC CONCRE!E (2 LIFTS) '\ ~ ~8' NMEROCK/COQU~NA ' BASE COURSE (2 NFIS} x-t2" STABILIZED ~bBGRADE SCAL. E: t"=5' Date: ,~/02 VERIFY SCALE h CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Cross ~ t,~cLioi'i ;>heet. Scale: N:r.s. BAR I',S EQUAL TO ONE ".Pa~ne~s Fo~ Re.s~s, Design ByL O.O. INCH OM ORIGINAL DRAWING Drawn By; O.O, 0 ~ I 3550 S.W. Corporate Parkway, Palm City, Florida 34990 Check By~ J.E.D. ADJUST ALL SCALED (772) 286-3885 Fax: (772) 286-3925 DIMENSIONS ACCORDINGLY BPR ~ FBPE License No' 959 www.lbfh.com DATE REVISIONS Kolter Property Con pany The Lakes at PGA Village LBFH PROJECT No: 02-0110 SHEET 020~ I O×SECO 1 0 0 © © k GRAPHIC SCALE 40 0 20 4-0 Z ~o~ = ~0 fL '%,. 6" SOL_ID WHITE g~.Z~ Zi'~-~ OFF'S~: 12.00 L ... ~ ~4~ -- STA. 29+55 23 OFFSEt: 19.50 L '/ [' .-~~ /.~ =.~ ~~ 29 + 55 01 I --b~2~~ ~'¢ (;/, ? / / / 1 / fSTA: 31 +1 19 OFFSET: 1950 L 31+37.97 ET: 16.18 L STA: 31 +68 -'OFFSEt: 12.00 L R5.5' 52+00 ---~d-~-x -~ m--o-}~_u_s ..... STA: 31:fT~T71-4~i OFFSET: 112.o0 R lc~ STA: 51+58.1~ OFFSE-F: 15,1~9 R ~-STA: 31 +( 7.42 l OFFS~': 9.50 R ~ //~-_ 6" SOLI WHt-I-E 54+00 SHEET H-5 FOB Lt AND CURVE SEE iEET H .... 9 & H FOR IORIZoNTAL CON~ ON DSCAPE ............ St'A: 55+92.04 OFFSET: t 9~50 STA: 35+61.1 OFFSET: 1 35+35~01 12.00 ' 0 55+0 35+30~86 ~ OF LT: 12,.00 R STA: 35+57. 5 OFFS~F: t R ! ) C; ¢ A STA: OFF'SEt! 6" SOLID YEt 4.6 9.50 L-1 57+ 24. '15 OFFSh-T: 19~50 L SOL_iD YELLOW STA: 35+85.85 OFFSET: '! 9,,50 0+50.45 FSET: 1950.78 R STA: 37+2,~ i 5 CFrSETF: I .50 R ;:,lA. 37 52.20 O, FSEF: 15~57 L 2003 LBFH Inc., DATE REVISIONS VERIFY SCALE ~~ CONsuLTING CIVIL ENGINEERS, Scale:Date:.As~O2NoTED BAR IS EQUAL_ TO ONE , "Pa,~~sSURvEYORS For & MAPPERSRes.~¢s, Horizont, al Co.~:.,i,e' ':'" '-""~.l:;} & Kol. Ler Prot)erLy Compan. y 0~--0.1 10 ¢ ' " SHEET Design By;. C.G. tN~CH ON ORIGINAL DRAWING INC. Va[~ Bu D,s~gn PavemenL and ~lgnag'e Marl(in, g Sheet The Lakes a.t PGA Village Drawn By: O.O. 0 ~1 3550 S.W. Corporate Parkway, Palm City, Florida 34990 ~'~--~ Check ay: J.E.D. ADdUsT All SCALED (772) 286-3883 Fox: (772) 286-3925 DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.tbfh.com , ~ ~ ~ ~020110HORPL'NO2'dw9 , Sca[e: 1 '=i000' +51.14 15.86 L - STA: .54 STA: +51.08 '%), ~,, .... C) () ~./OFFSET: 12 45 L OFFS 11.72 L, 6" SOLID YE/LLOW ,/I 59+00 6" SOLtO WHtTf / ~0 NIl : 42 W TA: 41 +04.83 ~FFSET: 11.97 L 41-1.~ ~0 41 + 65.71 FFSET: 16.05 L STA: 41 OFFSET: 19.50 2+00 SEE FOR LINE SEE SHEE FOR HORt; ON [AND STA: 57+81.4, OFFSET: !1,.8 R C H A M ~HE~ iD CURVE TABLE', r H~*9 & H~!O :ONTAL CONTROL ]CAPE MEDIANS ~ I 0 N ' S cO / Z STA: 411 +04 OFFSL-[:: 1 2 STA: 41+87,30 OFFSET: 19.50 R STA: 41+58.41 OFFSET: 15.75 R --t-35.51 12.52 R 84 42+52.4 1 0 / ct) ~ ...~ATCHLINE STA: 101+00 ~ ® 2005 LBFH Inc., SEEsHEET H.7 DATE REVISIONS Scale: AS NOTED Design Ely: G.G. Drawn By: Check By: VERIFY SCALE BAR tS EQtJAL TO ONE INCH ON ORIGINAL DRAWING 0 i~lJJJJJJJ 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY STA: 49+55.~95 OFFS~F: 66.40 L STA: 49+t4.92 OFFS[£: 19~50 STA: 48+92~19 OFFShql 5,50 STA: 4.9+72.64 \ OFFSET: 68.77 L 5 0 +"7 O, 10 44+86.18 FFSET: 12.00 L-~ ,5 STA: 44, 55.20 OF'FSET: 6.18 L STA: .44+50,41 OFFSET: 19.50 L STA: 43+ LO8 STA: I i,09 o ~ STA: 45+66.68 OFFSET: 19.,50 R RI -1 6" SOl_ID YELLOW x S-FA: 46 + 89~ '73 \.. OFFSET: t9.50 L / ST'A: ~6+13.15 / OFFSE!: 19~50 L ~ / / / / STA: 46+10.07 / OFFSET: 19~50 L / / / / / / STA: 45+85.29 OFFSET: 16~ t 8 L-'-\ \ \ 45+54~5i 12~00 L ~ %.,. STA: 46+89.73 OFFSET: !9,,50 R STA: 46+08~57 , -.~. OFFSET: 19.50 R /.,~ '~STA: .46+05..65 x. ~ ~... >{/~ '~- / .... OFFSEX: 19.50 R /' .// '~'-.... ~¢¢ '",.., ~ //// ""~. / ......STA: 45+74,88 ~ . -~ OF~Eir': 12.00 R /" ....... STA: 45+51.95 ~' ~~~, / OFFSET: 12.00 R "'~. / ' STA: 44+75.59 / '~-. OFFSDF: 15.19 R ~-~,/ '""'" STA: 44-+44~.82' STA: 49+ ]~%4~ ....... 48+92.53 " OFFSET: 2~75 R 48.25.25 OFFSE%: 19~50 R STA: 50+06.46 OFFSET: 16~45 R \ ' 6" SOLID WHITE 40 0 20 40 ( m ~ST ) i inch = 40 i'L CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " Pa'~rs For Resets, Value By e'~gn 3550 $.W. Corporate Parkway, Palm City, Florida 54990 (772) 286-3883 Fax: ('772) 286-3925 BPR & FBPE License No' 959 www.lbfh.com Horizo- '-" ntal Control & Kolter Property Company The Lakes at PGA Village LBFH PROJECT No: 02-01i0 SHEET H-3 020~ ] 0HORPLNo3.dw9 ~~ - ~ Pavem, ent and <~' ' ~l.kl.n,g Sheet d \ \ \ \ \ \ \ GRAPHIC SCALE 40 0 20 40 1 ~ch = 40 fL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ x. .... STA: 60.+00.29--///// OFF'SCi': I 0.00 L ,.. Z J o 0 1.~1 © 1 STA: 60.+00.28 OFFSU[: 10~00 R © L (C~ 2003 LBFH Inc. DATE REVISIONS -/ Date: ~-9z/02 Scale: AS NOTED Design By: Drawn By: Check Byz__ 63+00 I // Scale: I"=1000' STA: 67+77~04 OFFSET: 18~51 L ..... ~ "x 66+91.16 "'" 981 L-' ~ ~ ~ ~- ~- ~ "~--STA: 68+88~39 J ~>w N~ × ~ ~..~/.~ ~ ~ OFFSET: 15.07 R STA' ~, 61 82 ~ x FOR H~RIZONTAL CONIROL '~" X ~ '?: 8,4+'00 ~ ~ ~ ~' '~:~~ - :' ~ ~~ / OFFSET:x10.00 R ~ -6 SOLtD~-- ~'' cr,~ WHITE ~ ~ "' 8 ' 9 STA: 72+44.05 STA: 72+ 18, t5 OFFSET: 5.00 L OFFSET: 9.86 R S-.FA: 72+18.15 o:'s:r: : o,os STA: 71 +,60.05 OFFSEi: 5.00 L. SOLID YELL_OW ~STA: 71 +90,05 OFFSET: 25.00 R STA: 71 +90.05 OFFSET': 55.80 R STA: 71+68.12 OFFSET: 84.70 R STA: 'lhFFSET: 66,36 R · STA: 0+15,1,4 ' 78,45 R / SOLID Vv'Hi EpoI~,O ~T]~ ~- ~ / 72+22.O2 OFFSET: 76.47 i ,8 VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 iiIiIi~I 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY /iii/ilNC CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, ~ Value By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-5885 Fax: ('772) 286-3925 BPR & FBPE License No: 959 www.tbfh.com Horizontal ConiLrol & Pavemeni:, and Signage Marking Sheet LBFH PROJECT No: Kolter ProperLy Com. pany The I, akes a't PGA Village 02 .... 0ti0 SHEET H-4 020110HORPLNO4.dw9 2005 L,BFN Inc. DATE Line Line Table ~~arin~~ LENGTH LI N69'16'41"W 25.95' L2 $77'28'26"E 35.00' L5 S66'19'46"E 510.95' L4 S72'56'48'E 257~56' L5 S74'17'06"E 304-. 72' REVISIONS CLJRVE RADIUS C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 Cll C12 013 014 015 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 100.00' 156.00' 100.00' 40.00' 655.00' Curve Table LENGTH 'TAN GENT CH ORD 52.25' 26.72' 51 107.07' 55.74' 156.20' 99.12' ~5.44' 512.71' 363.79' 42.69' , 27 900.00' 184.41' 900.00' 2'76.32' 139.25' 750.00' 767.87' 325~00' 80~58' 421.40' 40.50' 675.00' t 10.97' 55.6t' 750.00' 5!92.04' 312.4!' 3~52~ 28" 430.00' 4.24.52' 2&09' 4765~00' 104t.48' 0 ' I 0~00 t57.08' 100~00' 64~64' 194.49' ..:30.22' 61 67&98' 143.52' 74.49' ~1.23' 25.05' 24.15' 50.11' 28.02' 2&92' 26.92' 30~81' 2&48' 23~64' ~1.91' 2&48' 50~81' !86.70' 14~05' 522.82' 100.00' 33.50' 98.21' 15~25' 31.95' 420~60' 71~78' 37.29' 15~74' 12.59' 12.14' 15.17' 14.10' 13.55' 14.10' 13.55' 15~53' !2~50' 565~00' 100.00' 100~00' 455~00' 1000.00' 645~00' 102~00' 102.00' 9&O0' 98~00' C27 102.00' C28 98.00' C29 102~00' C50 9&O0' C31 98~00' C32 102~00' C35 98.00' C34 I02~00' C35 102.00' C36 98.00' C57 102.00' C38 9&O0' C39 9&O0' 102.00' C40 11~88' 104.98' 14.0.80' 58~38' 4 9.72 361 27a~23 734~77' 80.37' ! 10.85' BEARING N 84"14.'24.," W' S 61'08'10" W' S 03'16'25" E' N 85'06'51" E' N 15'49'30" E' S 04"58'4.9" W' S 25'21'19'" W' N 04'49'14" E' S 17'24'27" E' 15'01'06" W' DELTA 29'55'25" 39"19'27" 89'29'43* 93'43'45" 4.4'50'57" 23'09'34" 17'35'27" 58*39'39" 14'12'!8" 9'25'1 !" N 576.'79' N 42'20'33" W' 45q3'43' 342.51' S 41'29'14" E' 46'56'22" 28.09' N 19'54'47' W' 3"47'29" 1039.40' N 06't 5'52" E' 12'51'23" 141.42' N 44'59'49" W' 90'00'00" 63.52' S 71'29'05" W' 37'02't2" 193.53' N 62'"4.9'4.0"E' t9'43'21" 30.10' 60.87' 617.71' 143.20' 74.45' 3i.11' 24.99' 24.09' 29.99' 27.93' 26.84' 27.93' 26.84' 50.68' 24.42' 23.58' 1&08' 31.78' 12.50' 24.42' 15.53' 50.68' 51.91' 1&08' 3!,78' 2!3.64' 11.88' 23~58' 2!6.50' t3.33' 26..42' 16~15' 3;2~ 03' C41 98.00' 217.05' 13~61' C42 102~00' 26.28' t5.21' C43 t02~00' ' .... ' 27~32 t3.74 C44 22..71' 9&O0' C45 102~00' 2:8.42' C46 9&O0' 2:9.59' C47 C48 34.4.~50' C49 9&O0' C50 t02.00' C51 9&O0' C52 102.00' C53 102.00' C54 9&O0' C55 102.00' C56 98~00' C57 98.00' C58 I02~00' C59 98~00' C60 t02~00' C61 75&00' C62 762.00' 250~00' 512.00' 46.00' C65 C66 C67 C68 446.00' 11.41' 14.30' 14.91' 35~25' 35.33' 16~38' 12.53' 11.21' t5.73' 15.53' 16.08' 11~88' 15.53' 12.30' 11.88' 16.08' 12.92' 31.90' 2.6.96' N 81'20'46' E' S 72't6'59" W' S 31'47'28" E' N 70'26'07" W' S 69'58'17" E' S 35'48'45" W' N 19'54'53' E' N 37'31'24" E' S 21'40'46" W' N 65'52'03" W' S 6.5'52'03"' E' S 81'36'29" E' N 8t'36'29" W' N 02'45'51"' W' 17't 8'51" 55'26'25" 85'30'02" 8q2'4-2" 6'37'02" 17'32'30" 14'04'20" 14'07'12" 17'36'04" 15'44'26" 15'44'26" 15'44'26' 15'44'2,6* t8'00'37" S 04'51'58" E' 13'45'02" S t2'35'13' W' 13'49'06" N 10'32'06" E' S 01'17'03" E' N 03'24'51" W' N t6'40'47" W' S 18'43'54" E' t7'55'20' 13'4.5'02' 18'00'37" 17'55'20~ t3'49'06" '9 ~ W' N 32'15.2.9 15'29'46" S 31'00'39" E' 17'59'25" 204.00' 446.ti' 4-60.00' 190~00' 4.60.11' 30.00' 20~00' 30~00' 7'0..I 4' 16'36't3" E' S 15'48'45" 26.2t' N 16'04'43" W' 14'4.5'46" 27~24' S 02'38'06" E' 15'20'48" 22.66' N 01'36'02" W' 13'16'40' 28.33' N 18'17'27" W' 15'57'53' 29.4.8' S 17'37'20" E' 17~8'08' 69.99' S 16'52'57" E' 13~09'19'' 70~29' S 16'09'37' E' 11'42'39" 32~31' 24.88' 22.28' 31.10' 24.42' 30.68' 31 25.58' 30.68' 24~42' 23.58' 31,78' 25.84' 15.71' 31.40' 29.08' 56.35' 6.86' C69 230.28' 7'0.41' 3;2.46' 2:4.94' 2:2.33' 3;1~22' 2.&48' 3;0.81' 31 23.64' 3;0.81' 24..48' 23.64' .3it ,91' 25.8,4' 51.41' 2:9. t O' 5,6.38' 6~86' 232~92' 216.97' 189.99' 14..3~ 89' t51.01' C70 C71 C72 C73 074 C75 C76 C77 C78 C79 08O C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 14.57' 28.22' 3.44' 119.18' 120.02' 206.89' 96.46' 18&55' 72.54' 143.30' 79.75' 147.07' 148.29' 31.26' 21.15' t47..65' 74.79' 4.4.39' 318.95' 17.22' 29~86' 20.18' 40.45' 36.27' 4.2.43' N 31'15'25" W' S 33"42'20" E' S I5"33'48" E' N 17'48'19" W' S 38't6'16" E' N 40'24'0.4" W' N 55'12'28" W' S 57'15'35" E' N 63"36'59" W' S 65'44'47" E' S 47'31'13" E' N 49'34'20" W' N 20'43'53" W' N 20'54'32" W' S 73'45'06" E' N 69'29'03" W' N 72'48'44" W' N 51'22'07" W' S 66'52'40" E' N 85'08'49" W' N 45'21'29" W' S 59~09'57'' E' N 82'10'4.7" W' S 83'49'18" W' S 23'40'14" W' S 49'0!'21" E' N 60"52'04" E' N 21'i9'46" W' 73.87' S 69'38'17" E' 72.26' S 69'38'17" E' 38~88' 55 32 53 11.69' 27.38' 22~77' 30.00' 4.7.12' 30~00' 640.00' 73~91' 37~00' 626.00' 7:2.30' 36.19' 2&O0' 4:2.98' 27.01' 50~00' 251.94' 35.86' 2&O0' 10.4,4' 5~28' 30.00' 18'58'36" 17,4-6' 14'00'41" 13'03'11" t 7'32'13" 13"45'02' 18"00'37" 17'55'20" 13'"49'06" 18'00'37" t 3'45'02" I 3'49'06" 17'55'20" 2'00'23" 2'21 '42' 6'40'08" 6'18'34" 8'32'53" 29'55'18" 60~56'22~ 24.'24'O3* 17'55' 20" 45'32'17" 18'27'58" 59'4t '52" 60'36't7" 84'46'52"' 28~87' 17.18' !0.88' 11 ~70' 25&73' 11.70' 10~88' 90.00' 74"25'41 * 3't ~62' 261.80' 3,1.21' 2'I ~68' 2:2.16' 157.99' 2:2.16' 2'1 ~68' 1,41~ 37' 3,0~t1' 25.05' 2.4.15' 31.25' 90'00'00" 6~37'02" 6'37'02' 15.17' 87'56'39" 50~00' 30.00' 110.00' 2&O0' 50.00' 2&O0' N 58.28' S 44'49'45" E' 288'4.1'55" 10.38' S 01'29'56" W' 21'21'17" 30.18' S 54'40'20' E' 60'23'17" 50~00' S 05'31'22' W' 299'59'55* C91 110.00' 092 90~00' C95 9&O0' C96 102~00' C97 98.00' 102.00' S 65'19'43" W' 29.82' 21 ~65' 2t ~59' 98.18' 2! .59' 2! .65' 127.28' 29.99' N 05'38'36" W' S 11'"23'16' W' N 44'59'49* W' N 78'37'06" E' N 84"21'02" W' N 44'59',49" W' S 12'2t'21" W' N 14'07'14" E' N 03'"08't2' W' S 01'25'33" E' 12.59' 24%99' 12.14' 24.09' 15.7.4' 31.11' 59 36 57 11 'I 7'34" 4.5"2t '18" 158'07'28" 45'2t '18" 11 "17'34"" 90'00'00" 17~56'04" 14~04-'20* 14/07'i 2" 17'32'30"' Date: ~_9ff02 Scale; AS NOTED Design By:, G,G. Drawn By: Check By: J,E.D, VERIFY SCALE BAR IS EQLIAL TO ONE iNCH ON ORIGINAL DRAWING 0~t ADJUST ALL SCALED DIMENSIONS ACCoRDiNGLY iNC CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Resters, . Value By Design" 3550 S.W. Corporate Parkway, Palrn City, Florida 34990 (7"72) 286-5885 Fax: (772) 286-3925 BPR & FBPE License No: 959 www.lbfh.com .> bJ Z ~J C) / / / ./ 6. // O. 'N h ¸<9 0 0 h GRAPHIC SC ALE 4-0 0 20 40 ( ZN ~T ) 1 inch = 40 Scale: I'":.=1000' Horizontal Control Pavement and oignage Marking Sheet KelLer Property The Lakes at P~A Company Villaae r LBFH PROJECT Ne: ~ 02-01i0 SHEE'T H .... 5 020110HORPLNo5,dw9 0 _ bJ / ~ GRAPHIC SCALt 0 20 40 i inch = 4Oft · f. Date: ~9~02 Scale: AS NOTED Design By:. G.G. Drawn By: Check By.' J~E~D. DATE REVISIONS 6" SOL. ID WHITE /' I / // SHEET H-5 ? / FOR Ut AND CURVE / / / SEE: H-9 & ~ / / D/ ~ / ~0~ ~ZONTAL ~'~: ON iDSCAPE / STA: 80+85.81 :J5x' o45.~?/ / Of' F or_F, 36.91 L 'x ~x / 0 o / ~ / STA: 81+14. 1 0 OFFSET[: 10. L 6" SOLID YELLOW ~ + I+00,/ o / 82+00 83+ )0 / ~x~ STA 80-.{-64~10 6 S( h. -~. OFFSI~- 11.93 R ; ..... 0 C l< f 84+0i SHORi~ CHIP C~RCLE t%i LtD WHITE z K_~¢_ M__g_~ Scmle: 1"=t000' VERIFY SCALE BAR tS E©UA[ YO ONE INCH ON ORIGINA[ DRAWING 0 ~JJJJJJ ~ ADJUST ALL_ SCALED DIMENSIONS ACCORDINGLY llilC CONsuLTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Pair, ers For Rest~ts, . Des'~g~ V~i,~e ~U ''" '*, C 3550 $.W. Corporate Parkway, Palm City, Florida 34990 (772) 286-3883 Fax: (772) 286-3925 BPR & FBPE License No' 959 www.lbfh,com LBFH PROJECT Fie: HorizonLal Control & Pavement and Slgnag Marking Sheet Kolter ProperLy Company The Lakes at PGA Village 02-01.1. 0 SHEET H-6 020't I OHORPLNO6.dw9 Jff~J~~~J~||llJlljJ! Il '! // c~} c~ -% · / ill .%, ¢; ,t © © > C~ c © © ¢ , ., // / // / // / ,,?10 // / // ~ 13 ~ ~ We,land // % / / /9 ~.~ ~ ~ ~ ~ ~7;' 22 7 6, 5 ~4 ~ / ~ / / ~3 28 : ~- --, ..... / 27/ ' /26 I -. 16 / t7 18 19 20 [ 2t,/ 6 ,/ 31 3O 28 27 26 25 Ex. Wetland Appfox/mme Sign Locmbn 32 2 I // // // // // // // // Ex. Ooff Course $' Sidewgk j~'"' / E.~ Wetland ~$' Drainage/' Ufiffty Easement "' _...// // Loc, at/on .--_%". ':- ~7~ 8 ~ /\ Ii // ( / Location ~ :~_ -::- '1 3 ~ / / Site Total Area Parcel 34 Parce] 34A / Parcel 34B / Pared 34C Parcel 34D Parcel 34E 7brai ,Dwelling Un/ts Paine 34A Pame~ 34B Pa¢c¢ 34C Pame/ 34D Pared ~E Total Imperious Area Dwe/ffng Units Pavement (Roads, Drive& WaA~) Total Pervious Area Open Space Lakes 83.18 ac t4,96 ac 6..Ti' ac 10.30 ac I8.68 ac 6.32 ac 2~ ~ 64 du 24 du 36 du 89 du __ _ N/A 29.81 ac 2i.33 ac ...... 8.48 ac 53.3/ ac 3~,05 ac i5:32 ac No¢e: Parco/34E is not part cfc... ~na~' Development Appr©va~ but ~ shown, as part of the M~AiDr Ad/ustment to PUD 3 and shaft be designated as Preliminary' PUD Approval 7-he data for pervious and impet'¥~bus areas was determined w~'thout the acreage of parcet 34E. Lake U¢iIity Easement /~ Paros/Bounda~ Drainage/ ~ Lake . --_. as Lake ~9G ac 15' Drgna ~ V~a~]on Boundary Utiti~ Easement /37 , ~ ~ 40 41 5 ~. UNiU Easemen~ 6 Parcel 34 E ' : ~ ~ Lake ~. o..¢~¢./ E¢¢. 2 ' .: / 10.74aC U¢f~i¢yEa~men¢ Wa~er ' 24 ~ 8 ~ Sign locat~bns and sizes are conceptuaZ A master Recrea t/on) "~ 0 , ~ ~ ,,.,~,.~ ~,.o~.~,~ o.~.~n,,~ _ 28 ~ / 23 / 9 ~ and all signs for this ' · ',,' prq.~ects wN meet St Lucre ~ ~z w,~ ~ ~ ' ~ 39 / 29 10 County Land Oeretopment Code otandarda 40 ~ 2~ Drainage 5' E¢~~¢ ~ 38 ~ 22 11 Easement ~ _ . /44/~, .~, -~ _~ , ~_~ ....... ~ ........ ~ Z'~--~ "- m . ~. / F / 4~'/z7/.o / /~ / ~o ~ --. ............. ~ ~. ~ .... / , f59 6 63 66 67 68 . -.~ ~~ ~ ~_. , 0 61 62 ~ 64 65 ~ ~ . __ ~~.~: ~ .. ~ ! , , ~ ~ See PUD 3 Master' ~an for Loca,.~on Map ~~. ~'"' ~~~' /~. n~o~n~ Lud4o ~ .4.s~~~a,t~. B, C,D,E ¢ PGA~- "-~~~~4~llage ~...~. ~~ ~ reel 34 A, . 120,60 120 ~ ~ . ~ , ......,--.~-_.- ~~ _ ~ ~~ v ~nalOeve~ oment Plan Overafi $~te Plan Existing Vegetation, to remain / / 4 / 15' UNity/Dra ina ge Easement / / / / 16 6' SiDE t5' REAR 45'x 100' (fyp9 BUILDABLE AREA l 0' REAR ¢ool, pat& s~ctures) 6' SiDE 6' SiDE Ex, Reserve Boundary 9 /cf 8 7 . / RONT (side4oaded garage.} 20' FRONT (house or front-loaded garage) 17 57' 2O Littoral Area REAR (pool, pat/o, statures) REAR 45' x t10' BUILDABLE AREA - 6' SiDE I0' FRONT (side-foaded garage) 20' FRONT (hccse or front-loaded garage) 21 NY Electrical Easement 3 22 10' Utility Easement 2 1 23 Ut 'fity/Dramage Easement Landscape t430 47 TYPicAL LOT N.T.$ Drawn b~ SLM Checked b~®B CADD No: B550-sitadwg Date: 7.24.02 2~03. Date T YP/CA L L 0 T (57' x 1459 Per Site Plan Review Comments Oeecdption of Revision (¢-0 I998 THES'E PLANS /u*'JD THE INFOt~IA iqON SHOWN Ii'ERHIN ARE ~HE PROPERTY OP 77IOMAS L O~tD4) & ASSAM TH& I{A. AND ~ZEPRODUCTYONS, DI, SC;5OS'UR.~S OR USE T~JE~fOF IN W. HOLE OR IN PART IS EXPRESSLY PROHfFUTF~D W77~IOUT ~g~T'I'EN CO~SEN~ // // // // i i '\_ Parcel Boundary Lo end:onc/udin¢ Shade Tree: Live Oak Lauret Oak East Palatka Holly- Siash Pine Flowering Tree: Crepe Myrtle Magnoiia 'Tree Ligustrum / Palm Tree: Cabbage Patm Mexican Fan Palm Medjooi Shrubs & Groundcovet: Wax Myrfie Firebush Thrya ilis Pi~esporum Azalea LMope Pentas ,Aznip~r Bluebell / / / /, // // / // ,/ / / / \ / / / Traffic Circle) ting Legend: Streetligh~ 20' Mounting Height Sfreetlight, ¢2' Mounting Height ~r~ ol~i as Lucido & A L PA. ~ d Plar~Jng//~ ~pe AzchiLec~ are L{c. #LC-0000336 lO0 Avezme 44, $~i~e 2A, ~. Pierce, ~. 34950 561-467-t30I, F~ 56Z--467-i303 / / / / Site a Total Area Parcet 33 B Total Dwelling Un/ts Density Total impervious Area Dwetling Units Pavement (Road Drives) Totat Pervious Area ~6,77 ac 24 dub & 5 d~,~a c 3,85 ac 2~6~ ac 2,92 ac Qenera/ Notes: 1 ,AIl existing public or private roadways within 15(9' of the projects access po/nfs are shown on p/an. 2 Individual parcel development shaft conform to provisions in the approved Master P/an of PUD 3. 3./m~at/on w/t/conform to Local and State ReguJations regarding water conservation. 4 Ail ut/i/firs w/ii be p/aced underground~ 5; Cross open space and up/and preservation requirements w/ii be accounted fipr in goff course and future res/dent/a/areas of this PUD. a Pool and patio structures a/lowed 6' setbacks on interior iota, ~0' setback on corner iota, O' rear setback. . Z Site c/earing is proposed to commence March 2003, with the infrastructure completed by the end of 2003, . a Constcuct/on sha/l be setback a m/n/mum of 5' from preserve areas and maintenance 9. Proposed residences wi/~ ~ ~o and three bedroom dwel, i**g unita 10. Refer to Engineering Drawings for the following fnformation: ident/ficat/on of max/mum resident/a/buiidab/e area Exfsffng and proposed unity and drainage easements boundary/topographic/tree survey conceptual wafer and sewer 1l Ail residences shal~ maintain 6' ,side setbacks and 12" separation. 12. See architectural concepts for information on O/pica/sfng/e4amf/y un/ts. 13. UN/bbs wi// be provided by Reserve Oommuni~ Development D/strict 14. Parking requirements of two park/ng spaces per' un/f are prey/deal/n the garage spacas and drA/ewaya . ¢5. Alt requirements of Section 6.0203 and SecFbn 6.00,05.Q with .regards to wet/and and free protection are ~o be met Note: 5 Lot The Lakes Fin a t 4B St Luc/e County e t n / / Ex/sting Coif // ,// / / / / t i // // // ///// Matc, ,, Line // ? / / 10' Utility-~/// ~ 11 Easement ,/¢-~. ~ ~'~ ~ 1-1~ I I ,,~_ ~. 2O 21 22 / / Parcel Boundary 17 / / / / Scale: F = 50' Drawn b~ SLM Checked by:CB CADD No: B550-site. dwg Date: 724.02 / / 214O3 Date Existing Vegetatior~ to remain Existing --to remain / / / Approximate /coat/on of Column JD SJga typ. Per Site Plan Review' Commits Description of Re~ision % / / / / // / / / 3O 29 28 Ex/sting Golf Course (~' I998 THHSE PLANS AND THH INHoRMA 77ON SIIOWN HH~IN ARE THE PROPERTY OF '~-IOMAS LUCIDO & ASS(~tA TES, RA. AND REPRODUCTI'IONS, J)J,$'Ct,OSUR~'S OR OlgE ~HE~JOF ~ ~q4OLE OR fN PAR T IS EXPR ESSL Y PROHIBITED WITIIO~F WRI~N CONSENZ Wetland 1 Overall Parcel Boundary \ \ \ \ ,,,, / / / / / Dra nage Y / // // // // / 9 8 / / Match SIDE 121 / ///' / 0, REAR (poo~, patio, struc¢Jres) Line 15' REAR 55'x ¢00' (typJ BUJLDABLE AREA 6' SIDE 7' (side4oaded garage) 20' FRONT (house or front4oaded garage) Lan 3 3 6~ P L Shade Tree: Live Oak Laurel Oak East Palatka Holty Stash Pine F/owering Tree: Crepe Myrtle Magnolia Tree Ligustrum Pgm Tree: Cabbage Palm Mexican Fan Palm Medjooi Lighting_ L_e~end: Streetligh~ 20, ,Mounting Height Site Data: Total Area Parcel 34 C Total Dwelling Units Density Total Impervious Area Dwe#ing Un~s Pavem~t (Rea4 Drives) Total Pervious Area Open Space/Common Area ~0.30 ac 36 du's 3.5 du/a c 5.79 ac 4.38 ac 1.41 ac 451 ac 4.53 ac 0 25 Thom~ Luddo & A~ iat~, PA ~ d Pla~/~ &~sape A~cM t ect um L~,c, #L0-0000335 T ~ YPtCAL LO (65'x 135') N,T.$. Streetfigh& t2/Mounting Height Generat Notes: l Afl existing public or private roadways w/thin 150' of the projects access points are shown on ptaa 2 IndMdual pardi development sba# conform to prowsions in the approved Master Plan of PUD 3. a Irrigation wi//conf~ to L~t and State R~ulatio~ r~arding water c~se~atio~ 4 AII ut#/ti~ w/ii ~ p/aced undergr~n~ 5. Gross open spa~ and upland prese~ation r~rements ~It ~ account~ for in ~/f course and f~re residential ar~s of this PUD, 6, Pool a~ ~tio s~c~res a#ow~ 6' setbacks on intenbr lot& ~0, se~ck on comer iot~ ~ rear set~c& Z Site cI~dng/s prop~ to ~mmence March 2~3, ~h the infrast~c~re ~mp/et~ by the end of 2003~ 8. ~st~cffon shaft ~ setback a m~bimum of 5' from pre,we ~s and maintenance ease~nt fir~ 9. Pro~s~ residen~ wql ~ ~o ~d three ~r~m ~e#fng unRa ~0, Refer to E~Jn~dng Drawings for the fo#owing [nfo~affon: Jdentificaffon of m~imum r~idenffg ~i~dab/e a~ea Ex/sting ~d proposed ~iliV a~ drainage ~8emen~$ b suNey conceptua[ water and sewer ~ .~J ~idenc~ $~fl maintain 6' side set~ok8 ~ ¢Z $~atio~ ?~ S~ arohiteo~raJ concepts for infection on ~i~ $~hgJe-fami~y un#~ ~3, UNities w#J ~ provided by Rese~e O~mun~ Development D~stric& ~4, Parking ¢~uirements of ~o ~rkJng spac~ ~r unR are p¢ocd~ in the garage $~ces and ¢~eway& ~5~ Afl requirements of S~tion 6,02~ and $~ffon 6,~,05,Q with r~rds to we~and and tr~ protection are to be met KingsmN Fina 34 C St, Lucie County t an Site D ta: 15' Utiffty/ Dra~hage Easement Lake Prop. Fountain Littoral Easement 5 j' 8 9 Match 6 ~ L/ne Overall Parcel Boundary Approximate location of Column iD Sign, typ. 81 8O ~20' Dra/nags Easement 138' Sheet 9 of Ex, Lake Scale: I' = 50' Drawn b~ ELM Checked by:GB CADD No: B550-site. dwg Date: 724.02 214O3 Date Per Site P/an Review Comets Description of Revision ~ t998 THE,~E PLANS AND TItJZ LNFoRMA TTON SHOWN HEREIN ARE THE PROPER 7T OF THOMAS LUCTDO & ASSOciA 77~S, P.A. AND REPROI)Ut~tONS, DISCZOSURES OR USE THEreOF fN WHOLE OR ~ PAR T IS E~PRESSI., Y I~OH~RITHD WITHOUT 5O ~ A~ A 8~a 2A, F~:~t P~erc~ FL Total Area Parcel 34 Total Dwetfihg Units Density D 1968 ac Total lmperwbus Area Dwelling Units Pa vement (Road Drives) 89 dub 4.5 du/ac 10.40 ac 7.76 ac Total Pervious Area g28 ac Genera/Notes: l Ali existing public or private roadways within 150' of the projects access points are shown on ptan, Individual parcel development shaft conform to provisions in the approved Master Pian of PUD 3. irrigation ~¢ii conform to Local and State Regulations regarding water conservation. 4 Ail utilities w/il be placed underground. 5, Gross open space and upland preservation requirements will be accounted for ~n golf course and future residential areas of this PUD, 6. Poet and patio structures at/owed 6' setbacks on inferior Iots, ¢0' setback on corner ~ots, O' rear setback. Z Site clearing is proposed to commence March 2003, with the infrasfructure completed by the end of 2003. Construction shall be setback a m/n/mum of 5' from preserve areas and mai~ntenance easement fines, Proposed residences will be 'two and three bedroom dwetfing units, I0~ Refer to Engineering Drawings/or the following information: Identification of maximum residential buildabie area Ex/sting and proposed unity and drainage easements boundary/topographic/tree survey conceptual water and sewer All residences shaft maintain 6' side setbacks and 12' separation. See archflecturaI concepts for information on typical singtedamily units ~3. UNities wfli be provided by Reserve Community Development D~strict I4. Parking requirements of two parking spaces per unit are provided in the garage spaces and driveways, ~5. Ali requirements of Sect/on 6.0203 and Section 6.00Z,SG with regards to wetiand and ',tree protection are to be met CLIFF BARNES Thom Luoido g: As iat . PA ~ d Planrdn g//~ dscnpe Architecture L'i,c. #LC-0000335 The Lakes Fins 34D St, Lucie County t an of ' ~ ~ ~ ~ , ~ _~ --'*~ ~--" Littoral Area /'; ~ -~~'5' Electrical~ ~-~~ ~ ~. '/~' 'X, Lake x 24 15'D~a~nage/' ~~ ~ ' 15' Drainage/__ 5' Sidewalk / ~ - -~"'/ f --- Vegetation, ~ ' ~ ~ ~< '~. I ' ~, ' , I , ~ , ~ ' I5 REAR - ~ - ~ ~ ~ ~ ~- ~ ~ ~ ~ ........... ~ O' REAR %X 4 Berm w/ 12 Drainage/ '~-10' Ut/l/tv Easement --.,.. ~ , . 10' Drainage/ ---~_~Utifity Easement/ pe~estda~ Access 6' SiDE TYPtcA L L 0 T (52'x 130') N.'ES, 40' x 95' (typJ BUILDABLE AREA (pool patio, structures) '~ 6' olDE 10' FRONT (side-loaded garage) 20' FRONT (house or front-loaded garage) Land,scape Legend: *5 /-- 12' Concrete Wall ~j) 47 Shade Tree: ~' / Laurel Oak I Eas~ Patatka Hefty end: Commerce Slash Pine - Cemre I2 FloweMng Tree: Streettigh~ 12' Mounting Height Crepe MyRle DElve Magnofia  10 Palm Tree: Cabbage Palm 4' Berm Mexican Fan Paim Medjooi 861 Shrubs & Groundcovec ..... Wax Myrtle Firebush Theyatfi$ Pittospotum Berm & Waft Sectlbn: ~atea LiMope Pentas Juniper Biuebefi Scale: 1' = 50' j21403 Drawn by. SLM j Per Site Plan Review Comments Checked by:®B CADD No: B550-site. dwg Description of Revision Te~m/ Ra~z~ H~ L~ 1601 Far~ P~ ~ 8~ Wegt Pa~ Bsa~ FL gg401 Und~ ~ F~ & Ha~ I~ q~ l J2o as L u cido & Ass ia Les, G ~~ ;~. ~c-oooosss V lO0 AFe~ue A, Suite 2A, FL Pierce, FL 34950 5Gi-4G?-130i, Fax 561-467-1303 The kes- 34D t 9 . St. Luoie County ~)' I