Loading...
HomeMy WebLinkAboutSavanna Club Phase VI - VIII 'I 0 LEGEND DENOTES WETLANDS CONSERVATION AREA DENOTES TRANSITIONAL WETLANDS/ UPLANDS/BUFFER AREA DENOTES NEW PRESERVATION AREA BOUNDARY OF CONSERVATION AREA BASED UPON S.F.W.M.D. PERMIT APPLICATION NO. 901251-5. STAz16+02-.36 145.00 LT CONS% TYPE "C" INLET RIM EL.=, 17.25 E INV. OUT = 13.34 .~5"R..~CP]_ 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' CONST. 107 LF OF STA: 16+02.;36 11.00 CONST. VALLEY CURl DIA. 80TTOM RIM EL.= 17.25' N INV, .= 13.04 S iNV. = 15.04 (18" LT INLET CONS% 324. LP. OF 8' PVC t2 ~ I5 ~ STA: 16+65.t 7 OONST. 4' DIA. RIM EL= 17.7~ ~ST. 57 E INV. = 8.83 15" ROP ~ W ~NV. = I4 ~o CONST. 8" TEE '(2) 8" CV 60.00' 60.00' 60.00' STA:I~+4Z~; 11.OOILT CONST. VArY CUF~B iNLET DtA. BOTTOM J RiM EL..: t8.50' ~ W iNV. .= t4.58 (15IRCP) i6 CONS% 27~0F 15" RCPG 60.00' 60.00' STA: 19+89~17 CONST. 4' DIA. RIM ILL..= 19.22' E INV. ,= 10.23 W INV. = 10. I5 ,H. BLOCK,.. 5~9 10' UqUTY EASEMET 19 o~ ..... . STA: 2.3+ 11.17 CONST. 4' DIA. MoHo RIM EL.= S INV.= 13.50 E INV.= 13.08 W~N~ I ~l.so 60.00' I CONST. RRE HYD. ASiY (ROTA~: NOZZLE TO ~rACE ROADWAY) 1 CONST. 8~ TEE CONS% 8" 8' ~V 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 24 64.00' 64.00' 60.00' STA: 16+13.17 1t.00 CONST. VALLEY 4' D1A. BOTTOM EL== 17.25' N INV. - 1;3.00 E INV, S INV. = 12.78 '7 60.00' CONST. 20L~OF CAP G 2.07% LINV. EL= 10.00 CONSTRUCT LAKE #32 O~T, ~ !8" RCP 0 0,77% 28.00' 32.00' CON.~ INLET CONST. VALLEY CURB INLET 4' OtA, b RIM EL.= 18.25' E l~ = 14.41 05"RCP) Wl~i = 14.41 (18"RCP) lo' unuTYj EASEMET ~8.oo' STA: 12+82_36 CONS% 4' D1A. RIM EL.= 1gA6' S INV.= 1.3.16 10 CONST. 8" CONST. 159 LF. OF 8~ PVC SAN G 0.40% 10o. 00' STA: 40+05.04 75.02' STA:18+42A5 20.96 RT CONS% VArY CURB INLET DIA. BOTTOM 4- RIM EL.,= 18-25' w ~NV. = 14.50 (1 1OD. Of I00.00' BLOCK 6I RE t-TAILED DRIVE 64.00' 60.98' 61.18' 64.00' 74.82' CON 322 LF. OF 8~ 'VC SAN @ 0,40% ...:CONST. 3' ;~DE BARRIER (REFER TO DETAIL) q 7 oo 8 61.09' 64.00' 64,00' , C,E.= 14. 0 CONS% 97 LFOF RCP G 0.25~ CONST. 4' DIA. RIM EL- 17.60' E INV~ - 8.42 CONST. 12" CROSS W INV. 8.32 12" GV S 1NV. = 11.1C~ 1 8" RED 8" 6" RED 6" GV I 3.96 100,00' ST~ 42+45.45 CONST. 4' RIM EL.= 19.67' E INV. = 9.48 W INV. = 9.38 N INV. ~ 12.52 S iNV. ~ 14.~2 12" ~ + 45.17' 16.55 iiliIIllI STA: 40+56.00: RT CONST. VALleY CURB INLET DIA. BOTTOM RiM EL= 17.25'~ W INV. = 13.75 (15"RCP) CONST. 60 LF~ OF PVC SAN SEWER 0.40% "-~C"~CONST. 6* W~ 10+00.00 8 tST. 4' DIA, 18.20' C~ST, 6' GV AND OFF ASSEMBLY # 21 7 120.00' i 1 1 CONS% 240 LF. 8" PVO SAN SEWER G 0.40% CONST. 6" CONST. 12..3 LF. OF 8" PVC SAN G 0.40% I0' UTIUTY EA~MET !4 45.94' CONS: BLOW Ot 6" GV AND ASSEMBLY B.$.P. # 22 !1 60.00' 60.00' 60.00' STA: lO+OOk N INV. =~ 11.81 1 45.94' 13 BL OCR 58 60.00' EXISTING '~"WETL~NDS l C.~:= 16!5,0' -¢, STA:45+19.72-.61.00' LT A TYPET'~E" EL.= 16.~o' gV C~ST, VAIiEY CURB iNLET RIM INV. ] + + ..~. C.ONST,i.259. PVO SAN SE' 030% ~ 1 i -~-- ] -~- d- + -t- 8 STA:31+15.50 19.71' LT CONS% V4~Y ~RB INLET R]~ EL.= 18.5o' w ~NV. ~ 15.00 (15'R~) 100.00' STA:45+01.93 15.47' RT CONST. 4' DIA. RIM EL.= 18.69' S INV..= 10.62 w ~NV. = ~o.52 I0' UTIUTY EA~MET '100,00' STA:29+26.tl 11.00' RT CONST. VALLEY ~RB 1NLET~ 4' DIA. 20TTOM RiM EI.~ 17.25' 13.7~ E ~v. = (f~'Rce 100.00' I CONS~ 18 LF OF lOO.OO' + ¥- 4 l + + 4 .. + ,~. ~.. CONST~"46 ~ OF~' t24~-~CP-@ ?9 STA:31+IT,28 19,28' RT VArY CURB INLET DIA, BOSOM EL.= 18.50' ,~ INV. = 9.00 (245RCP) INV. - 14.91 (iS'RCP) INV. = 9.00 (24"RCP) 100.I7' CONS% 249 LK OF PVCSAN SEWER 0.40% CONS% 187 RCP ~ O,O0%,D 8~ IO0.1T 99.8.3' t0' UI1UTY EASEMET 10 STA: 29+26.86 11.00' RT CONST. VALLEY CURB INLET DIA. BOTTOI~ 2 EL.= 17.25' INV, = 9.00 (24"RCP) ~NV. = 13,69 (15"RCP) INV. = 9.00 (36'RCP) 99.83' CONST. 197 LF, OF 8" PVC SAN SEWER 11 * o.40~ 99.83' CONS~ 120LFOF I 56' RCP ~ 0,00% 10' U~UTY ! N~EASEMET 100.17' CONSL 3' ~DE (REFEq ~ DETAIL) 12"x 6~ TEE 12' ~V 6" gV 28+71.11 CONST. 4" NLH. RIM EL,= N INV. CONST. 6* V~ 5 6 135.00 RT A. ~ANHoLE )0 (36"RCP) O0 (.36"R(:~)o0' ~gN~. JJ O,J~ ~QF CAP ~ 0.00% CONST. 217 LF. OF 8" PVC SAN ~ 0.40% 53.55' CONST. 6" gV AND BLOW OFF ASSE~ B.$.P. # 24 6 ~ STA: 29+26~[ CONST. 5' D: W INV. = 9J 5gAi~ INV, = 9 H ET 74,99' STA:24+23.67 11.00 RT C~)NST. VALLEY CURB INLET ~' mAqBO~TOM RIM ~ ~8.50' INV. = 14.17 (18"RCP) ~NV. ~ ~3.~7 (aCRCP) 10o.0o' 10o.0o' STA: 12+17.49 CONST. 4' DIA, S tNV.: N INV. = 14.29 100,00' CONSTo ,2'x~6~E 2~ GV 8* GV 75.00' 69.65' ] !0 STA: 26+27.36 4' DtA. M.H. RIM EL.= 21.26' '~{.~ INV. = 15.28 45.9 4' 60.00' 60.00' INV. EL= STA:24+52.24 122.17 LT TYPE "C" INLET RIM EL.=- 18.50 E INV. OUT ~ 14.50 (15"RCP) SHEET I 1 STA: 24+~;~ 11.~ LT / CONST. VALLEY CURB INEET DIA, BOTTOM RIM Et_= 18.50' N INV. = 14.23 SW INV. = 14.25 80.00' CONST, 316 LF. OF 8" PVC SAN @ 0.40% 10' U~WTY_/ EASEMET PAVI OONST, 8" GV AND O~ ASSEMBLY CO T, 8" W~ B,$,P, # 25 /./ \, \\ STA: 25+82.19 \ \ -CONST. 4' DIA. M.H, RIM EL,= 20. t6' W INV. = 14.t6 ~TA~I¢OO.~D 4&O?l~l RT CONST. VALLEY CURB LET 4' DIA. BOTTOM~ CONST. ~"-'.~...OF S INV. = 8.00 (56"RCP) INV. E~.~ 8.00 INV. EL: 8.00 EXISTING LAKE G C.E.= 14.50' :PROPOSED WETLANDS K'I C,E.= 16.50' :1.58 AC STA: 51+0G.00 40.00 ~E "£" INLt~T R~M EL.= 1~.50 S ~Nv. OUT ,- ~00 (38"RCP~ EXISTING?' WETLANDS J · 3- cP C~'E.= 16.50' % CONSL 20 CAP © 0,00% x~ Xx FUTURE CONSTRUCTION 12" Wlv/ CONST. 3' WIDE IMPERMEABLE BARRIER (REFER TO DETAIL) EXIST. 12' BV & PLUG BLOW OFF ASSEMBLY B.S.P. # 26 EXISTING WETLANDS K C;E.= 16.50' r'' A. 7 \ \\ ( tN FEET ) i inch =50 'N ft. SCALE lO0 PRIOR TO THE COMMENCEMENT OF ANY LAND CLEARING OR CONsTRUcTION ACTI~TIES IN ANY AREA IDENTIFIED AS PHASE VI THROUGH VIII, THE DEVELOPER SHALL HAVE SOUGHT AND OBTAINED A LAND CLEARING PERMIT FROM ST. LUC1E COUNTY. ALL WETLAND AND UPLAND BUFFER AREAS SHALL BE CLEARLY STAKE. D AND DELINEATED PRIOR TO THE BEGINNING OF ANY LAND CLEARING ACTIvITIES. VERIFYING INSPECTIONS BY ST. LUCIE COUNTY SHALL BE REQUIRED BOTH BEFORE AND AFTER ALL CLEARING ACTIviTIES. , , u, , ,,rr i ~1 ii~ lili ilVr r=' r i 'i ifUr,l~ ?*~? I COMPUTER FILE REF. FIELD BK./PC,. 0163pud.dwg pdJsh CONsuLTING ENGINEERS & LAND SURVEYORS CULPEPPER , FORT PIERCE, FLORIDA 34981 IiTERPENING, tNC. 464-353'}' Il CERTiFIcATE OF AUTHoRIZATIoN NUMBER: 0000 4286 -REVISIONS- REVISED PER ST. LUC1E OOUNTY DE~LOPMENT REVIEW COMMIT~E REVlsED RED-TAILED HAWK DRIVE PER CLIENT REVISED PER ST. LUOIE COUNTY DATE 1t/02 o~/o3 02/05 DESIGNED CALCS. DRAWN DETAILED CHECKED APPRovED DATE 09/16/02 09/16/02 SA CLUB PHA CONCEPT SITE PLANS DAm: 0.9.2/..2_..81/02 HORIZ. SCALE: 1"=50' VERT. SCALE: NONE dOB No. 0!--63 10' UTIUI'Y EASEMENT 60' BASEUNE OF CONSTRUCTION 6o' 12' SOD l ,30' ~.~ 10' EAST 16' LANDSCAPING 10' WEST ISLAND +0,31 +0.5 ~" SOD 'CURB (-)0.12 (-)0.12 (-)0.52 2~ ~ 2% ----% 6' SOD +0.31 1Vw t 1/4" TYPE S-~ ASPHALTIC CONCRETE DIVIDED 6' UMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* 8" STABILIZED SUBGRADE * COMPACTED TO 98% OF MAXIMUM DENSI~' AS PER AASHTO T-180 (75 PSI ROAD ;SECTION WITH PEDESTRIAN 10" UTIUTY EASEMENT TRAIL SCALE: 1" = 8" 10' UTILITY EASEMENT BASEUNE OF CONSTRUCTION 6o' 30' 10' SOD 10' EAST t 16' LANDSCAPING 10' WEST 10' SOD "D" CURB (-)o.~2 (-)0.52 2% ~ +0,5 SOD o.o (-)o.~2 2% (-)o.s2 10" UqLITY EASEMENT O' 10' UTILITY EASEMENT t t/4" TYPE S-t ASPHALTIC CONCRETE -'F" CURE 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* 60' SCALE: 1" = * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-.180 DIVIDED ROAD 8" STABILIZED SUBGRADE (75 SECTION BASEUNE OF CONSTRUCTION 60' ~ R/W 30' ~ 30' 20' ROADWAY !8' SOD 10' EAST 10' 14' SOD BOUh!D:~;~LANE i DOUR? LANE 2% I 2% :60' TYPE S-t CO:~JPACTED TO 98% OF MAXIMUM ASPHALTIC CONCRETE DENSITY AS PER AASHTO T-180 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* 8" STABILIZ~ SUBGRADE (75 PS1 R/W SECTION' WIT'H PEDESTRIAN TRAIL SCALE: t" = 8' BASEUNE OF CONSTRUCTION l 18' SOD VALLEY CURB 20' ROADWAY 1 10' EAST _j_. 10' WEST BOUND:.LANE~l BOUND,~;LANE (-)o.2o :~ii o.o ~! (-)0.20 2% 1 2% 30' 18' SOD VALLEY 10" UTILITY EASEMENT t0" UTILITY EA~SEMENT I 1/4" TYPE S-1 ASPHALTIC CONCRETE * COMPACTED TO 98% OF MAXIMUM \ DENSITY AS PER AASHTO T-180 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* 8' STABILIZED SUBGRADE (75 PSI TYPICAL 60' SCALE: 1" = 8' SECTION I0' UTILITY EASEMENT 25' t0' EAST 5' SOD BASELINE OF CONSTRUCTION "D" CURB 2% ~ ~/~. TYPE S-~ ASPHALTIC CONCRETE 1 t6' LANDSCAPING SCALE:: ISLAND +0.5 SOD o.o 25' 10' WEST (-)0.12 2% (-)0.52 5' SOD 10' UqUTY EASEMENT * COMPAC~D TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-t80 DIVIDED ROAD F" CUR 6" UMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* 8" STABILIZED SUBGRADE (75 PSi F.B.V.)* SECTION ...t0' UTIUTy ~ EASEMENT ,- BASELINE OF CONSTRUCTION 50' J R/W 25' 15' SOD VALLEY CURB l F. 20' ROADWAY 1 t0' EAST ._.L~ 1o' WEST BOUND, LANE BOUND.~;:~LANE I /:i 0.20 ':;i; 0.0 i::i::; (-)0.20 2% I 2% 25' 13' SOD VALLEY CURB 6" UMEROCK OR CEMENTED ~ 1/4" TYPE S-1_j COQUINA SHELLROCK, PRIMED* ASPHALTIC CONCRETE * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 ~__8" STABILIZED SUBGRADE (75 PSt TYPICAL 50' SECTION SCALE: 1" = 8" 10' UTILITY EASEMENT 10' UTILITY EASEMENT 50' SCALE: 1" l /W ~ 8" t0' UTILITY EASEMENT BASEUNE OF CONSTRUCTION 5' SOD 25' 10' EAST "D" CURB 2% I t6' LANDSCAPING iSLAND +0.5 SOD 0.0 25' 10' ~ST "F" CURB (-)0.12 2% (-)0.32 I0' UTILITY EASEMENT I 1/4" TYPE ASPHALTIC CONCRETE 6" UMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 8" STABILIZED SUBGRADE (75 PSi F.B.V.)* DIVIDED ROAD SECTION WITH PEDESTRIAN TRAIL 25' BASELINE OF CONSTRUCTION I 20' ROADWAY 25' !3' SOD VALLEY CURB J t0' t0' EAST ~.'I BOU ND.~:.~i:LANE I BOUNDs., LANE (-)0.20 ;, 0.0 !'!( (-)0.20 2% I 2% 9' SOD SEMENT BASELINE OF CONSTRUCllON 40' ] R/W 20' VALLEY CURB 20' ROADWAY 20' 10' EAST ,~ 10' WEST BOUND;/:LANE I BOUND~ LANE 2% ~ 2% 8' SOD VALLEY CURB 1 1/¢ TYPE s-~ ASPHALTIC CONCRETE * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 TYPICAL SCALE: 1' = 8" 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* 8" STABILIZED SUBGRADE (75 PSI F.B.V.)* 40' R/W SECTION BASELINE OF CONSTRUCTION 40' 20' 8' SOO VALLEY CURB 20' i ROADWAY l 10' EAST ~ BOUND;~ LAN E (-)o.2o ?' 2% 20' 10' WEST .ANE o.o (-)o.2o 2% EASEMENT 50' t 1/4' ',~E s-1 _/' ASPHALTIC CONCRETE * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 6" UMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED* 8" STABILIZED SUBGRADE (75 PS! SECTION WITH PEDESTRIAN TRAIL SCALE: 1" = 8" BASELINE OF CONSTRUCTION ~~~~, 40' to 60' J R/W (VARIES) ~ (-)0.20 o.o (-)0.20 ~ 2% 2% · AD_~ENI_!.0_6DIZ_EO U RRE *REFER TO ROADWAY SECTIONS FOR ADDiTIoNAL INFORMATION. *REFER TO PAVING AND DRAINAGE PLANS FOR GRADES. TYPICAL ROADWAY SECTION AT LAKES/wETLANDS & 28' SLOPE VARtESfi 12' ! 18.0' TOP OF BANK EL. = 17.5'J: CONTROL EL = 14,5' or 16.5' (REFER TO PLANS) F ~ Ti i ; EL, = 12~5' *EXISTING PRESER~D WE~ANDS AS PER PREVIOUS PERMIT S.F.W.M.D. APPLICATION 901231-3. 2 MAX GOLF COURSE SCAUE: 1" = 8' I 1/4" TYPE $-I ASPHALTIC CONCRETE * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 40' 6" LtMEROCK OR CEMENTED C'OQUINA SHELLROCK, PRIMED* 8" STABILIZED SUBGRADE (75 PSi F.B.V.)* SECTION WITH PEDESTRIAN SCALE: 1' = 8" The purpose of this adjustment is to modi~' the roadway network and provide for thc block layout consistent with the approved conceptual PUD Pi. an ~br Savamm Club. 7.5' LAKE DEPTH 8,0' MAX. 14.5' VARIES VARIES 15' HOME ~7.5' MIN. 15' HOME t6' FL PAVEMENT ~ TYPICAL LOT LAYOUT DETAIL NOT TO SCALE TYPICAL NOT TO SCALE COMPUTER FILE REF. FIELD BK,/PG, 0t65rdw~y. dwg , CULPEPPER CONsuLTING ENGINEERS & LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (56~) 464-3537 -REVISIONS- REVISED PER SL LUC1E COUNTY DEVELOPMENT REVIEW COMMITTEE DATE 1~/02 DESIGNED CALCS. DRAWN DETAILED CHECKED APPRovED DATE 08/16/02 09/14/02 08/2~/02 SA VANNA CLUB PHASE TYP!cAL ROADWAY & LOT SECTIONS DATE: 09 HOR1Z, SCALE: t"= 10' VERL SCALE: NONE ,,o~ ~o. 01-63 COM~ ITEP FILE :L!~ Oi6-%hose.dwq L.&N E bE~LOPMENT CRAP~A~PL~ DRF~E , ULF EPPER CONsuLTiNG ENGINEERS & LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 5498I (vv2] 464-- ~ R E V l S I '0 N S -, RE¥1smU PER ST '~ ~'""~ ~ ¢-, ~-~ .~ ~..,uL, m. COUNTY OEVELoPMENT REVIEW ~..OMI~,,~ITTEE RE\aSED RED-Ta ~cr~, ~.aaw¢: D,~!v,_ PER ...... / ..i/ / .< ?; / DESIGNED CALC% DRAWN Clr-t ECKED APF RO'~ EL .......... ~tED CRO 08/'I 5/"02 D ATE: 'I () ' Fk. RtZ. 'SCALE: VED~ SCALE: PROJECT DATA: EXISTING LAND USE: EXISTING ZONING: PROPOSED ZONING: LOCATION: OWNER: ENGINEER: SURVEYOR: TYPE OF PROJECT: 10. FLOOD ZONE: 11. UTILITY SERVICE: 12. SiTE DRAINAGE: SITE AREA: 14. LAND USE DATA: Savanna Club Phase's V1, VI1 & VIII - P.U.D. RU (Residential Urban) P.U.D. (Planned Unit Development) P.U.D. (Planned Unit Development) Savanna Club Road and Bromeliad Circle, Section 25; Township 36S; Range Port St, Lu¢ie, FL 34954 Community Savanna Club Joint Venture 2637 McCormick Drive, Suite B Clearwater, Florida 3,3759 Phi I (727) 699-9200 Culpepper & Terpening, Inc. 2980 South 25th Street Ft. Pierce, Florida 3¢981 Culpepper & Terpentng, Inc. 2980 South 25th Street Ft. Pierce, Florida 34981 Planned Unit Development Zone X, Zone AH Water: Port St, Lucle Utilities Sewer: Port St. Lucie UUlites Storm water management system will consist of on-site wet detention. Off-site discharge will be via o pumping station to WeUond Tract "E* (eastern border oreo) for overland flow to the Savannas. Phase Vl oreo 21.76 AC Phase VII oreo 70.80 AC Total P,U,D. Acreage 14-8.76 AC Rood/Right-of-Way 26.86 AC 18.06% Wetlands/Lakes 2.3.55 AC 15.8.3% Buildings I7..34 AC tl.66% Open Space 81,01 AC 54.46% Total Area t5. PROJECT DENSITY: 16, DEVELOPMENT SCHEDULE: 17, PROJECT DATA: 148,76 AC 100.00% PHASE VI, VII, VIII Density = No, of lots/Area Density = 469 Units/138.14 AC Density = 3,40 Units/Acre Project Breakdown: 469 Single Family Units Construction to Begin: Construction to be Completed: PHASE V Residential Areas 44.20 AC 33.88% Total Open Spaces Wetland/Lake Areas 2.3.55 AC 11.66% Common Open Space 81.01 AC 54.4-6% Total Area 148.76 AC 100,00% donuory 2003 January 2004 NORTH 2OO 0 lO0 2OO 4OO ( m FEET inch = 200 BEING A PORTION OF PARCELS 5, 8, g, AND 10, AND ALL OF TRACT 'F", ACCORDING TO SAVANNA CLUB PLA:' NO FOUR, AS RECORDED iN PLAT BOOK 30, PAGE 15, LYING iN SECTIONS 24 AND 25, TOWNSHIP .36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY OESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF THE PLAT OF THE LINKS AT SAVANNA CLUB, AS RECORDED IN PLAT BOOK 40, PAGE 39, OF THE PUPUC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID POINT OF BEGINNING ALSO LYiNG ON THE WEST LINE OF SAID SAVANNA CLUB PLAT NO. FOUR; THENCE ALONG THE WESTERN AND NORTHERN BOUNDARIES OF SAID PARCELS 8 AND 9, BY THE FOLLOWING COURSES AND DISTANCES; THENCE N 00'07'27' E A DISTANCE OF 1,255.71 FEET; THENCE N 00'28'05" E A DISTANCE OF 1,5t7.38 FEET; THENCE S 87'4.3'25" E, ALONG THE NORTH LINE OF AFOREDESCRIBED SAVANNA CLUB PLAT NO. 4, A DISTANCE OF 1,255.68 FEET; THENCE CONTINUING ALONG THE: SAID NORTH LINE, S 87%2'55" E A DISTANCE OF 2,776.59 FEET, TO THE NORTHEAST CORNER OF SAID PARCEL 10; THENCE S 00'27'42" W, ALONG THE EAST UNE OF SAID PARCEL 10 AND THE EAST LINE OF SAID SAVANNA CLUB PLAT NO. 4, A DISTANCE OF 750.42 FEET TO THE SOUTH EAST CORNER OF SAID PARCEL 10; THENCE ALONG THE SOUTHERLY AND EASTERLY BOUNDARIES OF SAID PARCEL 10, BY THE FOLLOWING COURSES AND DISTANCES; THENCE N 89'31'59" W A DISTANCE OF 232.41 FEET TO THE INTERSECTION W~TH A NON TANGENT CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 470.00 FEET, THE CHORD OF WHICH BEARS N 56'10'54" W; THENCE NORTHWESTERLY ALONG THE ARC OF SAIO CURVE, A DISTANCE OF 5t7.56 FEET TH, ROUGH A CENTRAL ANGLE OF 63'05'56"; THENCE N 87'43'2t* W A DISTANCE OF 59.75 FEET; THENCE S 02't6'59' W A !)ISTANCE OF 23&00 FEET; THENCE N 87'45'21" W A DISTANCE OF 240.00 FEET; THENCE S 02'16'59" W A DISTANCE OF 79.6~ FEET; THENCE N 87'4.3'21' W A DISTANCE OF 100~00 FEET; THENCE S 02'I6'39" W A DISTANCE OF 41.73 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 275.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 539.56 FEET THROUGH A CENTRAL ANGLE OF 70%4'51"; THENCE S 16%8'50" E A DISTANCE OF 100.00 FEET TO THE INTERSECTION WiTH A NON TANGENT CURVE CONCAVE TO TIdE NORTH, HAVING A RADIUS OF 575.00 FEET, THE CHORD OF WHICH BEARS S 78'I4'20" W; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 73.64 FEET THROUGH A CENTRAL ANGLE OF 11'15'05" TO THE POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF J75.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 180.20 FEET, THROUGH A CENTRAL ANGLE OF 58'59'54"; THENCE S 25't6'39' W A DISTANCE OF 222~69 FEET TO THE BEGINNINO OF A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 875.00 FEET; THENC% SOUTHERLY ALONG THE ARC OF SAID CURVIE A DISTANCE OF 379.67 FEET THROUGH A CENTRAL ANGLE OF 24%1'41"; THENCE S 00'24'58" W, ALONO THE EAST BOUNDARIES OF SAID PARCELS 5 AND 10, A DISTANCE OF 1,202.08 FEET TO THE BEGINNING OF A CURVE CONCAVE TO ~PrlE WEST HAVING A RADIUS OF 1,125.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A C1STANCE OF 77A4 FEET THROUGH A CENTRAL ANGLE OF 05'56'59" TO THE NORTH LINE OF THAT PARCEL OF LAND AS DESCR1BEO IN O.R. BOOK 1151, PAGE 579, OF THE PUBLIC RECORDS OF ST. LUCtE COUNTY; THENCE ALONG THE NORTHERLY AND WESTERLY BOUNDARIES OF SAID PRACEL, BY THE FOLLOWING COURSES AND DISTANCES; THENCE N 86'51'59" W A DISTANCE OF 100.02 FEET TO THE INTERSECTION WITH A NON TANGENT CURVE CONCAVE TO THE WES% HAV1NG A RADIUS OF t,025.00 FEET, THE CHORD OF WHICH BEARS S 08'28'14" W; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 142.80 FEET THROUGH A CENTRAL ANGLE OF 07'58'57" TO THE POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 575.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 27.43 FEET, THROUOH A CENTRAL ANGLE OF 02%4'00"T0 THE INTERSECTION WITH THE SOUTHEASTERLY PROLONGATION OF THE SOUTHERLY BOUNDARY OF AFORESAID PARCEL 5; THENCE N 80't6'17''' W, ALONG SAID SOUTHERLY BOUNDARY, AND RADIAL TO THE LAST AND NEXT DESCRIBED CURVE, A DISTANCE OF 150.00 FEET TO THE INTERsECTiON WITH A NON TANGENT CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 725.00 FEET, THE CHORD OF WHICH BEARS N 11'05'45' E, AND BEING THE WESTERLY BOUNDARY OF SAID PARCEL 5; THENCE NORTHERLY ALONG THE SAID WESTERLY BOUNDARY OF PARCEL 5, BY THE FOLLOWING COURSES AND DISTANCES; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54.59 FEET THROUGH A CENTRAL ANGLE OF 02%4'00" TO THE POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 875.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAiD CURVE A DISTANCE OF 183.96 FEET, THROUGH A CENTRAL ANGLE OF 12'02'45'; THENCE N 00'24'58" E A DISTANCE OF 52t.65 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 125.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 181.70 FEET THROUGH A CENTRAL ANGLE OF 85~t7't2'; THENCE N 07~0T46'' E A DISTANCE OF 100.00 FEET TO THE INTERSECTION WITH A NON TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 225.00 FEET, THE CHORD OF WHICH BEARS N 86'22'10" W; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 27.48 FEET THROUGH A CENTRAL ANGLE OF 06'59'51"; THENCE N 89~52'05" W A DISTANCE OF 162,08 FEET; THENCE N 00'07'55" E A DISTANCE OF 50.00 FEET TO THE NORTHERLY BOUNDARY OF SAiD PARCEL 5; THENCE S 89'52'05" E ALONG THE SAID NORTH LINE, A DISTANCE OF 162.08 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 275.00 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 5.3.58 FEET THROUGH A CENTRAL ANGLE OF 06%9'49" TO THE WEST LINE OF SAID PARCEL t0; THENCE N 34'09'55' E, NON TANGENT TO LAST DESCRIBED CURVE, AND ALONG SAID WESTERLY BOUNDARY, DISTANCE OF 129.2.3 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 125.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 7.3.65 FEET THROUGH A CENTRAL ANGLE OF 53'44'57"; THENCE N 00'24'58" E A OISTANCE OF 250.4.3 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 1,125.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 488]5 FEET THROUGH A CENTRAL ANGLE OF 24%1'41"; THENCE N 25'16'59" E A DISTANCE OF 222.68 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 425.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 571.67 FEET THROUGH A CENTRAL ANGLE OF 50~06'21"; THENCE S I4'57'00" E A DISTANCE OF 100.00 FEET TO THE INTERSECTION WITH A NON TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 325.00 FEET, THE CHORD OF WHICH 8EARS N 79~25'05' E; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 50.44 FEET THROUGH A CENTRAL ANGLE OF 08'55'.35~ TO THE POINT OF REVERSE CURVATURE W1TH A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 225.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF .322.01 FEET, THROUGH A CENTRAL ANGLE OF 81'59'54"; THENCE N 02'16'59" E A DISTANCE OF 40.98 FEET; THENCE N 87%3'21" W A DISTANCE OF I00.00 FEET; THENCE N 02't6'`39" E A DISTANCE OF 65.59 FEET'; THENCE N 87%5'21" W A DISTANCE OF 240.00 FEET; THENCE N 02"16'59" E A DISTANCE OF 69.00 FEET; THENCE N 8T45'21' W A DISTANCE OF 760.00 FEET; THENCE S 02'16'59'W A DISTANCE OF 54.00 FEET; THENCE N 87%3'21' W A DISTANCE OF 240.00 FEET; THENCE N 02'16'59" E A DISTANCE OF 234.00 FEET TO THE INTERSECTION WITH A NON TANGENT CURVIE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 270.00 FEET, THE CHORD OF WHICH BEARS S 58%6'39' W; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 515.75 FEET THROUGH A CENTRAL ANGLE OF 67'00'00"; THENCE S 2516'59" W A DISTANCE OF 100.82 FEET; THENCE S 64'45'21" E A DISTANCE OF 504.00 FEET; THENCE S 25'~6'39" W A DISTANCE OF 240.00 FEET; THENCE N 64'4~'21~ W A DISTANCE OF 75.00 FEET; THENCE S 25'16'59~ W A DISTANCE OF 100.00 FEET; THENCE S 64'43'21" E A DISTANCE OF 55..34 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 520.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 58. t0 FEET THROUGH A CENTRAL ANGLE OF 10'24'10"; THENCE N 57%2'17" E A DISTANCE OF t22.30 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 180,00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 101.87 FEET THROUGH A CENTRAL ANGLE OF 32'25'38"; THENCE N 25'16'59" E A DISTANCE OF 400.2~ FEET; THENCE S 64'45'21" E A DISTANCE OF 240.00 FEET; THENCE S 25t6'59' W A DISTANCE OF 400.2`3 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHwEST HAVING A RADIUS OF 420.00 FEET; THENCE SOUTHWES-fERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 2.35..30 FEET THROUGH A CENTRAL ANGLE OF 32'05'56'; THENCE S 0017'55" W A DISTANCE OF 71.82 FEET; THENCE N 89'.52'06" W A DISTANCE OF 247.94 FEET TO THE INTERSECTION WITH A NON TANGENT CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 180.00 FEET, THE CHORD OF WHICH BEARS S 08'24'25" E; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE. A DISTANCE OF 53.65 FEET THROUGH A CENTRAL ANGLE OF 17'04'40"; THENCE S 00X}7'55" E A DISTANCE OF 792.62 FEET; THENCE N 89'52'05" W A DISTANCE OF 519.64 FEET; THENCE S 00'07'55" W A DISTANCE OF 150.00 FEET; THENCE N 89'52'05" W A DISTANCE OF 1,125.54 FLEET TO THE POINT OF BEGINNING. CONTAINING 148.76 ACRES, MORE OR LESS. EXISTING LAKE C,E.= 14.50' LAKE t~12 i GOLF CO PROPOSED LAKE #28 C.E.,, 14.50' 21 I 9n 19 ~TLANbS B. 16,50' t3 14 PROPOSED LAKE #27 O.E.=, 14.50' EXISTING LAKE #5o C.E.= 14,50' EXISTING WETLANDS E 14.50' i EXISTING WETLANDS E C.E.= t 4.50' EXPANDED LAKE C.E.= 14.50' EXISTING LAKE ~5b C.E.,- 14.50' ] . PROPOSED LAKE #29 C.E.= 14.50' ' I IL P ROPOSED LAKE #3O C.E.= 14.50' 16 !5 1 EXISTING LAKE #8 750 EXISTING E/ C.E.~, 14.50' }[JRT EXISTING LAKE/ WETLANDS D C.E.= 14.60' 5 EXISTING LAKE G J. ,CIE.& ,.t'8.5o'. EXISTING W~<lLANDS C.E,= EAOLE'S NEST COMPUTER FILE REF. 0165base~dwg pudmas~er.ish FIELD BK./PG. CONsuLTING ENGINEERS CULPEPPER a LAND SURVEYORS &; 2980 SOUTH 25th STREET N (772) 464-3537 CERTI[1CATE OF AUTHORIZATION NUMBER: 0000 4286 -REVISIONS- REVISED PER ST. LUCIE COUNTY DEVELOPMENT REVIEW COMMtT~E REVISED RED-TAILED HAWK DRI~ PER CLIENT ADDED LEGAL DESCRIPTION PER ST. LUCIE COUNTY DATE 11/02 o /o3 02/03 DESIGNED CALCS. DRAWN DETAILED CNEcKED APPROvED DATE 08/02 08/02 SA MASTER P.U.D. PLAN DAttE: HORtZ. SCALE: 1"=200' VERT, SCALE: NONE JOB No. 0'1-"63 s,<:: 2A o: '12 FUTURE LENNARD ROAD ! 164,99' CONST. 20 LF 06 100.00' ~ 2 CONST~ 300 LF. OF 8" P VC SAN I0O.O0,0 0.40% 36' CAP INV. EL.- 7.25~ CONST, 118 L~ OF 36" RCP ~ 0.00% I00,00' STA:25+74.32 17.80' RT coNST. 4' o~,. RIM ~ 18.25' ', w INv, - ~o.69 N INV. = I0.59 _J 98.56'. 133.18' OPEN SPACE TRACT --¢ONST,-6 2~LF-4)F ........ L 24" RCP ~ CONST, 12" HEADER CURB STA: 21+ 15.08 CONST. 4' DIA. RIM EL.-~18.41' N ]NV.= t2.41 CONST, 35¢ L.F. OF ~RUNE OF~20NsT' PVC SAIN SEWER coNSTRuCTIO 24~ VALLEY ]L~,~,L, ~ STA:18+5,95 77,17 RT FIRE HYD. ASSY STA:18+5.95 I1.00 RT ~E "E' IN~T C~RUNE OF tTA~ NOZ~ TO FA~ONST- VArY CURB 1N~T RIM EL= 19.50 4' DIA. E INV. OUT ~ 14.00 8" G.V, RIM ~,= 17.25' = ~.oo (~'R~) HORNED LARK CmCLE 60.00' (2) 45' BENDS 68.00' 32.00" 28,00' 60.00'8" w'~ 60.00' 64.00' lO' u~U'ry EASEMET 64-.00' .... CONSTr 18"'LP*OF~' RCP ~ 0,!2% 64,00' 64,00' 64,00' 64.00' 64.00' ~ )NST, SINGLE 18+5.95 11.00 LT SERVICE CONST. CURB INLET (TYP.) 4' OtA. B( W tNV. IN 12,96 (24"RCP) ~o 6 E JNVo JN ~ 12,00 (.,..36"RCP) 8 5 ~ ~ 7 CONST. 114 ~ OF RCP @ 2.94% BLOCK .49 10' DRAINAGE &~ ACCESS EASEMENT ~ 10' DRAINAGE & ACCESS ~MENT' CONST, 118 LF OF RCP ~ 0.~% 100.00' (2) 45' BENDS 2.8 75,00' CONST. 20 LF OF 36" CAP @ 2.94% CONST. 20 LF OF CAP ~ 0.00% [NV. EL'", 7.25 60.00' CONST. RRE HYD. NOZZLE 27 FACE 26 64,00' CONST, 2;30 LF. OF 8"' PVC SAN ~ 0.40% 64.00' °o- 24- P.G.L, CENTERUNE OF CONSTRUCllON 60.00' 64.00' 64.O0' 64.00' ] I1.43' 25 t0' EASEMET "~ 64-.00' [I,43' 64.00' STA: CONST. 4' RIM 1 g. 17' S = 9.71 N = 9.8t I 0 CONST, ~t LF, ~ 8" PVC SAN ~ 0.40% ~ 68.00' T CONST. 3' W~DE IEABLE BARRIER (REFER TO DETAIL) CONSERVATioN AREA BOUNDARY LA~K 8~.00' 6¢.00' 10' UTIUTY / EASEMET ~ 12 !I s. 64.00'. 64-,00' STA: 30+08A 0 CONST. 4.' D!A. M.H. RIM EL= 19.16' S INV. = 8.69 NE INV. ,= 8~59 97 LF. PVC SAN SEWER ¢ 0,40% 60. 22 ~P q.- ,p q/ -4: STA: 31+t0.24 CONST, 4' DIA, RIM EL= 18,85' $ INV. = 8.20 NE iNV, ~ 8,10 q/ -,,p. ,$, q/ q~ '-,P "¢' %' ,,.v EXIS~NG ~ETLAN,DS B "C,E,= '~! 6.50~ ,4- q/ xp q/ "$' q/' xk "-.b xp' .p q., 'q,' x],, T .q: MATCH LINE SHEET 5 STA: 17+66,05 CONST, 4' DIA. RIM EL.= t7.57' N INV, = 10.91 CONST. 378 LF. OF PVC SAN SEWER @ 0.40% ~ 165.01' STA:13+87.70 5.00' RT 64.00' 68,00' CONST. 6" SAN. SER~CE (TYP.) 9 68.00' 68,00' DOUBLE SERVICE (Tm.) 10 68,00' 68.00' 60.02' CONST. 43.00' 45" BENDS 68.00' 28.02' 'k-INV. EL,= CONSTRUCT LAKE #28 C.E.= 14-.50' (REFER TO DETAIL) ',IV. EL= 11.00 CONST. 20 LF OF 18'" CAP 0 CONST. 20 LF OF CAP @ INV, EL,= 9.00 32.00' i x 10' UTtUT"¢ EASEMET 100,00' CONST. 18 LF CE 36" RCP ~ 0,10% 100.00' CONS% TYPE CURB 100.00' CONST, TYPE CURB 100.00' Q) C CONST. 388 L.F, OF PVC SAN SEWER 0.40% CONS% TYPE CURe (Tm.)" 100.00' STA:13+13.29 t8.00 RT USF' ¢130 CURB INLET R~ EL.= N mY,= 10.25 (~'RCP) ~.S INV,= 10.25 (56"RCP) r4~< CONST. 116 LF OF  56~ RCP ~ 0,30% 1 oo.oo' CONST, 1t0 LF OF 18" CAP @ 2I 7,5' DRA!NAGE_~ EASEMENT 7.5' DRAINAGE EASEMENT ' L,P, 18,70 49.01' 114 36" RCP © 0:.~5% ,66' ~9 ,00'~9 ,00'09 2O !9 18 STA:31+59.25 I O0 LT 8 CONST. VALLEY RB INLET ~ DIA. BOTTOM RIM EL,= 18,50' E INV. IN = (15*RCP) CONST. 355 bF. OF W INV. OUT ~ 14 )5 (18"RCP) SAN SEWER CONST. 8" ~ 61 60.00' 1oo,oo' CONST. 8'" 17' CONST. 8" TEE (2) 8" CONST. 24" VALLEY Curb (Tm3~ 75.00' CONST~ 34 LF OF 36" RCP 0 0.30% STA:t3+59.29 18.00 LT CONS% USF~.#5130 CURB iNLET z'_ RIM EL= N INV.: 10.35 (36"RCP) S INV,= 10,35 (36"RCP) 10o.oo' CONST. 8* STA: 11+54.00 11.00 RT VALLEY CURB INLET DIA. BOTTOM RIM EL.= 18~20' N INV. = 9,91 (36"RCP) S INV. ,= 9.91 (36"RCP) CONST. 8"" CROSS (2) ~, STA:31+59,25 11,00 RT VALLEY CURB INLET 4' DIA. RiM EL.: 18.50' OUT = 15.00 (15'REP) 64.00' ! 6 68.00' 64.00' 64.00' CONS% 18 LF OF RCP @ 0.25% 64.00' CONST. DOUBLE WATER SERVICE (Tm.) 64,00' CONST. 24" VALLEY_/ CURB (Tm,) Y lq ~ 1° © ~) Ftl O(iK aO ..... '=:: ..,":'_ l'.,%..:~ ......... l~md ..... 64.00' 64,00' 64-.00' 64.00' STA: 34+65,52 CONSI 4' DIA. RI~ EL= w INV. = 7.75 $ INV. = 6.68 8 N INV. = 6.58 64.00' t 64,00' 64.00' 43.00' CONST. 150 L.R OF PVC SAN SE~A~iR 0~40% 22 mm ST^: 3~+t 5,52 CONST. 4' DIA. M.H. RIM EL.= S tNV. = 5,98 N INV. = 5,98 E INV. = 5.88 68.00' T ,¢- q/ -q .... q .: xl/ q/ .. ) ~ q/ -.j/ q, CO~ST. ,337 L.~ OF 8" PVC SAN x!,' ~l, 0.40% xl/ 'r.~~ EXISTING WETLANDS :/' :,, C,~:. = t6,50' 'q: STA:'~L~+48.51 111 0~LT CONST. VALLEY CURB INLET ,d/ q.,' 'q: 'q: 5' -~I'A. Ri~ EL= 18.50' s m~,7 9.oo '.N xP' Sf~: 17+48.3'1 '~3.00 LT xP CONST. CONTROL STRUCTURE ,q: .q/MOD1FIFZ) ..~IPE RIM EL.= 16 N INV. : g~o0 I36*'RCP) "l: '..N 'J ......... ''rp CONST. 18 ,?/6' RCP @, q/ q/ ,q/' q: ,,Ix MATCH LINE SHEET 6 CONST. t2' HEADER CURB UJ NORTH 0 25 50 t00 ( IN FEET ) 1 inch = 50 ft, GRAPHIC SCALE LEGEND [+++++++++++++~ ++++++++++++++ DENOTES WETLANDS CONSERVATION AREA DENOTES TRANSITIONAL WETLANDS/ UPLANDS/BUFFER AREA DENOTES NEW PRESERVATION AREA BOUNDARY OF CONSERVATION AREA BASED UPON S.F.W.M.D. PERMIT APPLICATION NO. 901231-3. KEY MAP PAVING AND DRAINAGE PLANS PRIOR TO THE COMMENCEMENT OF ANY LAND CLEARING OR CONsTRUcTION ACqV1TIES IN ANY AREA IDENTIFIED AS PHASE VI THROUGH VIII, THE DEVELOPER SHALL HAVE SOUGHT AND OBTAINED A LAND CLEARING PERMIT FROM ST, LUCIE COUNTY. ALL WETLAND AND UPLAND BUFFER AREAS SHALL BE CLEARLY STAKED AND DELINEATED PRIOR TO THE BEGINNING OF ANY LAND CLEARING ACTIvITiES. VERIFYING INSPECTIONS BY S% LUCIE COUNTY SHALL BE REQUIRED BOTH BEFORE AND AFTER ALL CLEARING ACTIvITIES. COMPUTER 0163pud.dwg pd.lsh FIELD BK./PG. i CONsuLTING ENGINEERS LAND SURVEYORS _PEPPER a ,~0 SOUTH 25th STREET ml,-- '~ FORT PIERCE, FLORIDA ;34981 IITERPENIN G,,NC.(:2) ~ CER~FiCA~ OF AU~ORIZA~ON NUMBER: 0000 4286 -REVISIONS- REVlsED PER ST. LUC1E COUNTY DEVELOPMENT REViEW COMMIT~E ADDED SIDE WALK AND NOTES PER ST, LUCIE COUNTY DATE tl/02 02/0,3 DESIGNED CALCS. DRAWN DETAILED CHECKED APPROvED DATE 09/16/02 09/16/02 SA VANNA CLUB PHASE CONcEPTuAL SITE PLANS VIII DATE: 09 HOR1Z. SCALE: I"=50' vERT. SCALE: NONE ,o, .o. 01-63 I-- LLJ W ZE LU Z e eEX!ST~NG $ ~ WETEAND~ B ~ G,E- ~6.50' / · SS-48 C~qST. 4' 01~ bLH. '×E INV. = S INV. = CONS% 370 LF. OF 8' PVC SAN ! :? ~EN ~ACE 100.00' CONS]'. V~Y CURB INLET 4' D~A. RIM EL= 18.50' SE ~NV. = i5.oo (1 I3 (REFER TO DE"TAIL) 15 CONS% 290 L,F, PVC SAN O 0.40~ 75,00' ./. % 7` % % % 7` % 7` I6 ~0' U~]UTY FEASEUET 64,00' INV. EL? 10. CONS% 20 LF OF" 24" CAP ~ 68.00' 6"PM STA: 21 +97.85 CONS% 4' DIA. RIM EL= 20.52' E INV. = 12.14 W INV. = 12.0~ !I P.G.L CENTERUNE OF CONSTRUCT]( 7.5' DRAINAGE EASEMETIT CONS% 112 LF OF ~24' RCP ~ 0.30% CONS% 18 LF CE 18' RCP $ 6.k00' 100.00' CONS% 28 ~ 15" RCP ~ 0.25% t2 LP. 18.70 100.00' (}LOCK 4,.5 !! 100.00' 10' UTiU~: EASEMET I © 1oo.oo' STA: 15439.30 5.00 LT CONS% 4' DIA. RIM ~= N INVCp, 9.30 E INV/= 9.20 ]UNDA~Y EXISTING ~/ETLA~IDS C.E~--- BOUNDARY 18:50' ~ CONS% CONTROL STRUC~RE ~E "E" INLET RIM ;~-, 16.50 E ~NV. OUt = 8.00 (36'RCP) OPEN SPAC TRACT CONST. 156 LF OF 36" RCP ~ 0,00% 256.62' (2) 45' BENDS I 0 10' UTIUTY 100,00' STA:1747,~.59 11.00 RT CONS% VArY C~RB INLET DIA. BOTTOM NW INV. ~-J14,93 (t5" R~) E INV. = 14.93 (IB"RC1P) too,oo' CONS% 101 LF. ~ 8' P~ SAN ~ 0.40% 100,00' t00.00' CONS% FIRE HYD, ASSY (ROTATE NOZZLE TO FACE 6" B.S.P. # 4 6 (2) 45' BENDS 14-. CONS% 2t4 LF. OF 8" PVC SAN ~ ¢ 0.40% t 00.00' 10' UTIUTY_.. EA~ET 100.00' CONS% 3' B/~RRIER (REFER TO DET~L) 98,5,6' ~'% CONS% 20 LF OF '~'~ 36" CAP ~ OX)O% %'' ~-INV. EL.= 8.00 STA:12+35.17 17.90 LT CONS% 4' DIA. RIM EL=, 18.30' N INV. = 7.84 E iNV, = 7,74 133.18' PRIOR TO THE COMMENCEMENT OF ANY LAND CLEARING OR CONS~UCI~ON ACTIVITIES IN ANY AREA IDENTIFIED AS PHASE V! THROUGH VII1, THE DEVELOPER SHALL HAVE SOUGHT AND OBTAINED A LAND CLEARING PERMIT FROM ST. LUCIE COUNT% 10' UTIUTY EASEMET CONS% 244 LF. OF 8" PVO SAN ~ 0.40% CONS% 8" ~ ! I CONS% 1'11 I. F OF F-'iS" RCP ,~ 6~.00' CONS% 12" CROSS 12" OV 8" RED 8' OV 6" RED 6" OV t2 84,61' CONS% 20 LF OF 18" CAP ~ 3.00% EL.: CONSTRUCT LAKE #27 C.E.= 14,50' (REFER TO DETAIL) I04-.00' 1 STA:13+O0 18.00 RT CONS% US~ 11~5130 CURB INLET RII~ EL= N INV.: S INV.: .C~ST. (2) 22. D' BENDS ~ 45' B~D 105,71' CONS% 12~ STA:14+-39.00 5.00 RT CONS% 4' DIA. EL.-- 19.41' W INV. ,,~ 8.80 INV...~ 6.70 S CONST. 39 LF OF 36" CAP ~ 2.1. lO0.O0' INV. EL :11.00 %5' DRAINAGE EASEMENT 1oo.oo' ~CONST, 105 LF Of' 36' RCP @ O.O0:~ (2) 45- BENDS 2 8"~ CONST. 4.0 LF OF 3¢ RCP ~ o.00~ 91.72' 7,5' DRAINAGE EASEMENT STA:11+21.72 120.00 RT CONST. 5' DIA. MANHOI~ RIM EL.= ' I SW INV~ = 9,83 (36"BOP)I N INV. -, 9..~3 (36" RCP) i - t ST~i1+21.72 11.00 RT CONST. VALLEY CURB INLET D~A. BO~O~ RIM EL= 17.71' sw ~v. = 9.8~ (~e"~cP) N INV.= 9.85 (56" RCP) 66.72' CONS% 12" 43.00' CONS% 114 LF OF 36" RCP ~ 0..62%1%* 7.5' DRAIh~AGE EASEI~ENT 64.00' STA: 11+60.54 llJ LT CONS% VALLEY INLET DIA. BO"FI'OM RIM EL.= 17.71' SW 1NV. = 9.83 N INV. = 9.83 RCP) 2 7.5' DRAINAGE EASEMENT 66.54' 1 STA: 10+00.00 RIM EL-- 18.15' S iNV. = 4.77 N INV. = 4.87 E INV. = 4.87 68.00' CONS'[ ALL WETLAND AND UPLAND BUFFER AREAS SHALL BE CLEARLY STAKED AND DELINEATED PRIOR TO THE BEGINNING OF ANY LAND CLEARING ACqVITIES. VERIFYING INSPECTIONS BY ST. LUCIE COUNTY SHALL BE REQUIRED BOTH BEFORE AND AFTER ALL CLEARING ACTIVITIES. CONS% 20 LF OF 36~ CAP ~ 0.62% / INV. EL.=~ CONS~UCT EXPANDED LAKE //4 C.E.= 14.50' N INV. S IN\ 10' UTIUTY EASEMET COMPUTER FILE 0165pud.dwg pd.tsh FIELD BK./PG. 4-I.89' 1 // 1 t,00 LT OURB INLET 4' DIA. RIM EL.= 18.34' 10.47 (18' RCP) 13.70 (lS'RCP) CONST. 116 LF OF 18" RCP ~ 0.18% 68.00' ! 116.65' CONS% 34 LF OF t5" RCP @ 0.25% 6"PM ! ! 119.39' 1 105.00' '10 CONS% 6" OV AND BLOW OFF ASSEMBLY B.S.P. # 3 98.4,¢ STA: 14+5o. 43 CONST. 4' DIA. i,LH, .83 RIM EL.= 18,39' ~ SE INV. = 11.75 STA: 1~+00 18.00 USF ~5130 CURB INLEY RIM EL.= 17.47' W INV. OUT = 13.97 11o.00' CONS% 34. LF OF ' 15" RCP @ 0.25% 68.00' ~7.5' DRAINAGE EASEMENT 99,58' BLOCK 45 ~ STA: I0+00.00 CONST. 4' DIAo RIM EL= 19.06' E INV. = 13.06 P.G,L CENTERLINE OF CTION 1oo.oo' CONS% 6" OV AND BLOW OFF B.S.P. ill 2 STA:ll+O0.O0 0.93 LT RIM EL.: 17.80'(ADJUS? INV..= 5.22 (EXIST.) N INV. = 5.30 (EXIS% SOFT PLUG) W INV. = 6.76 (CORE) / 99.58' ~.~/ CONS% BLOW OFF ASSEMBLY CONS% ( U~qUTY EASEMET 68.oo' MATCH LINE SHEET 6 6B,O0' 68.00' 69.98' STA: 23+59.85 11.00 LT CONST. VALLEY CURB INU -5' DIA. BOTTOM RIM EL.= 18,34' N INV. OUT = I0.39 (24' S INV. IN = 10.59 (18"RC~ STA: 11457.36 18.00 CONST. USF ~5130 CURB INL.~ El..= 17.64' S INV. IN = 15.9t (18"RCP) LNV, OUT 124.98' CONST. 286 LF. PVC SAN 0,40% 120.00' STA: 2.~483.85 ~i 4' DIA. ~,H. RIM EL.: 19.29' W INV. = 13.29 99,17' / / / CENTERUNE OF CONSTRUCTION - I2t.04' CLUBHOUSE BOU~VARD STA:11+57.36 18,00 RT ;% USF ¢5130 CURB INLET R~M El_.: 17.6~' N INV. OUT = 14.00 (15'RCP) _10' UqUTY / 'EASEMET / CONST. 6'~ WM 17.87 CONS% 8" 90' BEND 6" RED / 10' UTIUTY EA~MET 109,64/ CONS% 124, LF OF Z~ 36" RCP @ 0.00% 24.04 EXISTING LAKE #Sb C,E,= 14.50' (REFER TO DETAIL) F INV. EL = 9.00 AREA OF EXISlqNG ~ TO BE RLLED (R~EF.ER TO DETAIL) ~? ~ INV. CONS% 6' F~ ~ 6" RED 1~o.oo' EXtS% TYPE INLET EXISTING 5' OF 6" PVC S INV.= 10.24 MAIN ~TFI PLUG 95.67' 8" TEE --- --8" FM STA:3i459.25 11.00 RT CONST. VALLEY CURB INLET 4.' DtA. RIM EL.= 17.25' E INV. OUT = I3.75 (15"RCP) / / AREA OF EXiSTiNG / LAKE TO BE FtLLED / (REFER TO DETAIL)/. NEW' / , ~:/ CONST. 20 ~ OF / W 36~ CAP ~ 0.00~ CONS% 12" / HEADER ~RB / CONS% 99/EF. OF PVC SAt~ SEWER I 4 @ 0.40~/ STA:13432.81 5.00 RT COHST. 4' DIA~ RIM EL= 17,59' N INV. = 11.55 E INV. = 11.25 100.6o' CONS% 95 LF. OF 8" PVC SAN SEWER @ SC~I~T IBIS IANE CONST. 8"x 6" TE~ 6"' GV STA:10475.01 10.00 LT RIM ~.= 17.80' s ~NV. - 6.~,b(ExiS%) 6.44- (EXIST. $O~ PLUG) N INV. = 10.30 (O~E) 109.642 EXIST. TYPE ~E* iNLET / JJ RINM EL.= 16.91 INV.= 10.18 S IN'V.= 10d8 ~SLOPE TO MATCH / EXISTiNG GRADE INV. CONsuLTING ENGINEERS & CULPEPPER LAND SURVEYORS IiTERPENING FORT PIERCE, FLORIDA 34981 ,INC. (772) 464-3537 · 1 CERTIFICATE OF AUTHoRIzATIoN NUMBER: 0000 4286 1 STA:51+59.25 1t.00 LT CONS% VA~EY CURB INLET DIA. BOTTOM RIM EL.= 17.25' 1 E ~NV. IN ,~ 13~67 (15"RCP) W INV. OUT: 15.87 (I8'ROP) lOO.OO' CONS% 184, LF. OF PVC SAN SE~ER @ 0.40% STA: 11 +50.00 CONST. 4' DIA. M.H. EL.= t8.17 N INV. = I0.75 S INV. ,~ 10.65 W INV. P.V.L I CONS% 76 LF. OF PVC SAN SEWER 0.40% 100,00' ~.. I ._10' UTiU~ ' EASEMET 100~00' 3© F EXIS~NG 18" RCP TO RELOCATED AS SHO~f4 EXISTING LAKE #50 C.E.= 14.50' (REFER TO DETAIL) EL= 11.00 %~\~_CONS% 20 LF OF t8* CAP @ 2.00% EL,, 10.13 -- -- 8" FM C~APPLE DRF~B 8" WM EXIST. TYPE "E" INLET RIM EL..., 18.91~ kUTToRAL ZONE (TYP.) (REFER TO DETAIL) EXISTING LAKE #3 C.E.= 14.50' N IHV.-, 8.54 S l~v.,- 8.54 0 F- ,= L -REVISIONS- REVISED PER ST, LUCIE COUNTY DEVELOPMENT REVIEW OOMMITTEE REVISED PER S% LUCIE COUNTY 4'! DATE ~/oz 02/0,3 DESIGNED CALCS. DRAWN DETAILED CHECKED APPRovED DAlE 09/16/02 09/'16/02 SA FUTURE CONSTRUCTION EXISTING WETLANDS E C.E.= 14.50' LLJ CONSERVA*RON AREA BOUNDARY (TYP. 0 z 5o 0 25 50 100 ( L~ FBET) i inch = 50 ft. GRAPHIC SCALE LEGEND DENOTES WETLANDS CONSERVATION AREA DENOTES TRANSITIONAL WETLANDS/ UPLANDS/BUFFER AREA DENOTES NEW PRESERVATION AREA BOUNDARY OF CONSERVATION AREA BASED UPON S.F.W.M.D. PERMIT APPLICA'T'ION NO. 901251--5. PAVING AND DRAINAGE PLANS CONcEPTuAL SITE PLANS DATE: 0_~02 ~ F HORIZ. SCAL.: 1"=50' VER% SCALE: NONE; .o. 01-63 CONST. 8" TEE (2) 8' O.V. EXIST. 5' WlDE HARDPAN (REFER TO DET~L) CONST. FIRE~.HYD, ASSY (ROTATE NOZZLE TO FACE ROADWAY) 8' ~.v. STX: 14+~.2.Ol W iNV. E INV, = 7,~ S INV. 10' UTIUTY~ EASEMET ~ I2 CONST. 201 LF. OF 8" PVC SAN {3 0.4O% STA: 4-4.+ 25, 51 INV. - g.55 ~NV. ,~ 9.45 CONST. 45' BENDS CONST. 98 LF. OF 8~ PVO SAN {3 0.40~ CONST. 114 LF 36" RCP {3 2,88% 4O OONST, (31 22.5' BENDS CONST, 6" SAN, ], (TYPJ \ / CONST. 127 LF. OF / PVC SAN SEWER// 0,40% / CONST, 8" CONST. DOUBLE WATER SERVICE --% 4' Ol~ M.H N \ P.G.L LCONSTRUCTION ~ Ar Ar Ar ~ Ar Ar Ar Ar -k Ar Ar / ~ Ar ,k Ar / \Ar ~ ~ Ar // BOUNDARY Ar~% / ~ STk t 3+02.80 CONST. 4' DiA, ~,H. RiM ~= 19.90' EAS~ET CONS% 200 LF, 8' P~ SAN SE~R 120. 47' CONST. 8" W~'j CONST. 12~x 8~ ~ (2) 12' 45' BENDS STA:43+77,66 11.00 LT CONS?. VALLEY ~RB DIA. BOTTOM i \ ~ iN'V. = 12.88 (~*R~) \ CONS% 114 ~ 36" CAP ~ 2.88% ;T~43+37.~ li~dO LT VArY ~RB IN~T DIA, BOSOM RlM~ 17,93' ~ INV.~ 12.86 W INV, ~ I~88 LIFT $*'ATION ~4\ STA: 23+46.28 56,52' LT CONST, 4' Dia. RiM - t,85 INV. - 1,55 INV. CONST, 20 LF OF 36' ,CAP {3 CONST. 150 LF. OF 8" PVC SAN L {3 j~ AKE C.E,= 14.50' CONS% 20 LF OF 36" CAP {3 2.88% CONST, 195 LF. OF 8" PVC SAN {3 0.40% CONS% 4" 369 LF, OF 8" P VC SAN {3 0.40% 17 CONST. (2)_, 45' BENDS %%% \ CONST, 57 LF. 8" PVC AREA OF EXISTING /- STA: 23+13,24 CONST. 4.' ~A. ~4.~ RiM EL,= ~,.Od~2' S INV. 2,26 /E INV. ,= 8,64 CONST. 214 LF, OF 8" PVC SAN STA: 40+66.01 18.60 CONST. 4' DIA. RIM EL.= 18,39' W INV. = 11,13 N !NV, = 11.03 LF, OF {3 0~O% STA: 20+46.51 24.30 LT CONST. VALLEY CURB INLET 4' DIA. BOTTOM'-~ RIB S INV. = 14.50 (15"RCP) C~ST, 8' 63A~ CONS% 7 8~ / / / sELB;cK STA:27+09.24 19.00 RT CONST, 4' DIA. MANHOLE EL= 18,50' SE INV. = g.o0' (36"RCP) NW INV. = 9.00' (36"RCP) EL,= 9.00 CONS% 20LFOF 18" CAP {3 CONST. 100 LF OF 88.00' 64.00' 64,00' STA: 26+83.41 CONST. 4' DIA. M.H. RIM EL.= 18.92' 7.5' DRAINAGE E INV. = 5.59 ~ EASEMENT S INV. = 5.49 STA:lO+20.~5 ~0.96 o¢ 49 CONST. 4' D~A. ~H~ ~0 EL.= 18.~' "' ~_~ N INV. = 9.~ (36'R( STA: 12+26.00 11,00 LT SW INV~ = 9.00 4' DIA, MANHO~ [ASEMET SW = liTO -~ 4~ ~ ~W = 13.70 EL,= 11,00 64,00' 7.5' DRAINAGE EASEMENT CONST. 125 LFOF 18" RCP {3 1.86% 43,OO' 64.00' 64.00' 64,OO' WARBLER COURT 45.00' xe 70,00' 70/ 'C~ 6' SAN. ~ 'SERVICE (TYP.) 18 LF OF CONST. DOUBLE RCP {3 0,25% WATER SE~ (TYPJ ,5 g 56 61.00' 47 CONST. 382 LF. OF PVC SAN SEWER 0.40% 82.63' CONST. 6' WM S -~L~ 11.00 RT DIA, MANHOLE 17.25' NE INV. = 15,75 (15"ROD) 61,58' CONS% FIRE H~). ASSY OTATE NOZZLE TO FACE ROADWAY) 60.20' 64,00' 64,00' / 49.00' 2I .O0' 39,00' 64.00' 64.00' I0' UTILITY EASE_MET ;TA: 25+53.31 CONS% ~' DIA. S INV. = ¢.87 E INV. : 10.10 1 CONS% 6*x 4' TEE R~Ioo' ISTA: 23+58.90 CONS% 4' DIA, RIM EL,= 19,88' N INV, ,= 4.09 S INV. = 1.98 w ~Nv. = ~,88~.~ ,3/ CONST. 48 LF. PVC SAN SEWER 0.40% + ,+ + + + + + STA:20+71,36" 17.2! RT a- CONST. VALleY ~URB INLET DIA. ~BOTTOM'~ ~. '" EL.C 18.59' ?- .;y &-' CONST, 20 LF OF CAP {3 7.41% NV. EL.= 10.00 EXISTING LAKE/WETLANDS D C.E.= 14,50' 75,00' '/ STA: 13+82.00 4' OlA, M.~. Rlu EL.; 18.84' / W INV, 11.6~/ 4--5 Y 81,66' / / / / 4 ,i o / 89.58' 54 ~ CONSI, 400 LF. PVC SAN {3 0.4-0% 60,00' 4-I CONST. 54. LF OF '24" RCP {3 7,41% CONST. 39 LF OF 18" RCP {3 60,00' 55 ~. o TIUTY EASEMET CONS% 8~ SAN; SER~C~ (TYP.) 17,00' 6' GV AND OFF ASSEMBLY # I5 tO3.01' 6o.oo' . ....... !?: CONST, 12" HEADER CURB 42 60,00' STA: 15+10.54- 64,16~T r. CONTROL Sm~CTUI~E MODIFIED TYPE 'E" JNU~T. RIB EL-- 14.5p' SW iNV. = 6,75 I 75,00' a ,3'! ~T, 160 LF. O~ONST. 8' !VO SAN @ 0,40% 60.00' TANA~.ER COURT 64.00' 0' UTIUTY EASEMET 64,00' 7%.; 64-.00' 64.00' CONST. DOUBLE WATER / / CONST. I8 ~ OF ~-__~ 36' RCP {3 STA: 14+00.00 STA: 15+10.54 CONST. 4' DIA. M RIM EL.= 18,05' CONST. 5' Dia. E INV, : 10.34 EL.= 17.25' W iNV, = 10.24~. '? NE INV. = 6,75 ~ , SW INV. ,= 8.75 ~ 7.5' DRAINA~ I - EASEMENT 7~5' DRAINAGE 1t8 L~ OF 5 ;'~ R~ {3 0,00% LAKE #Sb C.E.= 14.50' (REFER TO ~EfA~L) 64.00' 64.00' 64,00' CONST. 20 LF OF CAP @ 9 46 INV. EL,= 6.75 60,00' 60.00' 60.00' 60.00' CONST. 20 LF OF 18" CAP INV. EL.,~ 9.45 10' Ul]UTY EASEMET 55.75 30.00/ "%,,%, CONST. 12' HEADER CURB CONST. ? I OONST. FI~E H~. ASSY J (~OTA'~ NOZZLE TO FAOE 6" 100.00' STA: 20+02.85 11.00 LT CONST. VALLEY CURB INLET 4' Dia. BOTTO~-- z< ~z SE INV. = 9~70-;(15'R~) ~NW INV. : 9.70 (t8'ROP) 100,00' / f / ~ (.0~ 11,00 LT O 0 z. 1%25' INV. = 6.75 36"ROP-~L.°o,o INV, 6,75 (36 RCP) CONST. 1 t5 LF, OF Pvc sAN SEWER 50 O. 40% CONST, (2) 4,5' 100, 00' 10' tJT1U TY __~/ EASEMET ' Z. t?; / / / / STA: 15+i CONST. DIA. RIM EL.= 17.60' E INV. = 11 .-.W D~V, = 10.98 I0 STA: 16+ 73.49 CONST, RIM ~.- 17.83' N INV. W INV. CONS% 6' GV AND OFF ASSEMBLY # i4 55,36' STA: 22+00,81 4' DIA. M.H. R~M EL= 18.987Q s ~NV. = 1,I86' ...... 100.00' 19 ~ 100.00' EASEMET I8 L~:CK 100.00' 'CONST. ~ RED OONST, t8 LF OF I 7 '15' ~c~ {3 o. 2s~ :CONST. 103 LFOF 15~ RCP {3 0,25% ~ 100.00' STA:t9+97,88 t . RT CONST, VALLEY CURB INLET DIA. BOTTOM RIM EL= t7.25' NW INV~ ~ 9.75 (15"RCP) I00.00' CONST. 334 LF. OF 8" PVCSAN SEWER © 0,40% mo.o~. STA: t8+67,68 5.00' CONST. 4' DtA~ M.H. RIM N ,NV. = 12.5~ 4-. / s ~NV. t2.,m / ..-~. C~ST. 195 LF. OF PVC SAN SE~R 0,40% .i -z, CONSERVA~ON AREA ~OUN~A~Y \ EXISTING LAKE/WETLAND? 0 25 50 ( IN FE~T ) i inch = 50 ft. GRAPHIC SCALE - / / // / // / STA:t9+9~',88 t17.84 RT CONS% C~NTROL STRUCTURE MOl)IRED/TYPE "C~ ~NLET RIM EL= 18.00' SW INV. t0.00 (15'RCP) EXl S'F!N G GOLF COURSE Z (/) m m EXIST'lNG WETLANDS E C,E,= t4,50' SR~ET:: LEGEND I ] DENOTES WETLANDS CONSERVATION AREA DENOTES TRANSITIONAL WETLANDS/ UPLANDS/BUFFER AREA DENOTES NEW PRESERVATION AREA BOUNDARY OF CONsERvATIoN AREA BASED UPON S.F.W.M.D. PERMIT APPLIcATIoN NO. 901231-5. KEY PAVING AND DRAINAGE PLANS lO0 PRIOR TO THE COMMENCEMENT OF ANY LAND CLEARING OR CONsTRUcTION ACTIVITIES tN ANY AREA IDENTIFIED AS PHASE VI THROUGH VIII, THE DEVELOPER SHALL HAVE SOUGHT AND OBTAINED A LAND CLEARING PERMIT FROM ST. LUC1E COUNTY. ALL WETLAND AND UPLAND BUFFER AREAS SHALL BE CLEARLY STAKED AND DELINEATED PRIOR TO THE BEGINNING OF ANY LAND CLEARING ACTIvITIES. VERIFYING INSPECTIONS BY ST. LUCtE COUNTY SHALL BE REQUIRED BOTH BEFORE AND AFTER ALL CLEARING ACTIVITIES. COMPUTER FILE REF. 0t63pud.dwg FIELD IBK./PG. pd.lsh CONsuLTING ENGINEERS & CULPEPPER a LAND SURVEYORS "' '-' ~--~ _~ 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 IlTERPENING, INC. 464-3537 IJ CERTIFICATE OF AUTHORIZATION NUMBER: 0000 4286 -REVISIONS- REVISED PER ST, LUCIE COUNTY DEVELOPMENT REVIEW COMMIT~E REVISED PER ST, LUCIE COUNTY' DATE I1/02 o2/os DESIGNED CALCS. DRAWN DETAILED CHECKED APPRovED DATE 09//16/02 09/16/02 SA ,¸UB CONcEPT'uAL SITE PLANS DATE: 09 HORIZ. SCALE: 1"=,50' VERI'. SCALE: NONE JOB No. 01-63 6 12 `4/ '4/ `4/ `4/ `4/ -4/ `4/ `4/ `4/ -4/ `4/ '4/ `4/ -4/ -4/ *4/ `4/ -4/ `4/ `4/ '4/ 4- + `4/ %' `4:. .$, + `4/ `4/ '4: `4: '..tx .4/ `4/ '4/ '4/ .4/ ',k "~/// `4/ %, `4/ %' '4/ + + + + + + + + + LEGEND + 4- + + +_4- + DENOTES WETLANDS CONSERVATION AREA DENOTES TRANSITIONAL WETLANDS/ UPLANDS/BUFFER AREA DENOTES NEW PRESERVATION AREA BOUNDARY OF CONSERVATION AREA BASED UPON S.F.W.M.D. PERMIT APPLICATION NO. 901251-5. KEY MAP PAVING AND DRAINAGE PLANS + + + + C `4/ `4/ `4+/' `4/ *.1/ `4/ `4/ .4/ CONS~. (2)_, 10~0,19' STA: 12+26.70 CONS% 4/ RIM IEL.= 18.91' S IN~V. = 12,35 4 1 o~o. CONST. L 202 LF. OF 8' PV(C SAN @ 0.40% 1 o' UT1UTY %ti EASEMET STA: t0+25.05 CONST. 4,' DIA, N IINV. ~1,55 E IlNV. = tl.4-5 / 750' EAOLE'$ /~'"~- NEST SETBACK 5O o 25 50 ( IN FEET ) bach = 50 lOO 5 SS-57 STA: I~+76o87 CONST, 4' DIA. M,H. RIM EL.,,, 18,29' E INV. == 12.29 24,98' · 66,00' - 66.00' CONST. 3' ~DE -IMPERMEABLE BARRIER (REAR TO DETNL) 10' UT1UTY EASEMET 7.5' DRNNA~ EASEMENT DR~NAG'E EASEMENT t5+74.0J 11.00 LT CONST. CURB INLET 4' DIA. BO' RIM EL.: N = 13.75 (15"RCP) S : 13.75 (la'RCP) 66.00' 66,00' 66.00' 68,00' 8" W~ 100.00' CONST. 24-0 LF. OF 8" PVC SAN .! © 0.40% STA:31+25.04, 20.00 RT CONST. 5' DIA. Nh~,NHOLE RIM EL= ' E tNV.: 10,00 (56'RCP) SW INV, = 10.00 (36"RCP) ~~ 70.2 STA:IE ~78.39 11.00 RT CONS% CURB INLET 4' DIA. RIM EL.: 17.25' N INV. 13.72 (18'RCP) $ INV. 13,00 (24"RCP) Y 60.00' 7.5' DRAINAGE EASEMENT 84.00' CONST. 20 LF OF 24" CAP CON STRt~6~TJ LAKE ¢51 C,E,= 14~50' ~ (REFF_~ TO DETAIL) STA: 32+4-5.02 CONST. 4' DIA. M.H. IN¥. EL.: g.o0 RIM tB_= W INV, : 10.49 ST. 20 L?"' OF E INV, = 10.39.36" ;AP ~ S IN¥. 10.4,9 CONS% LF 36" RCP 240.00' CONST. 38LFOF 36" RCP 0 64.85' STA:28+12.00 I, 5.00 RT TYPE "C' INLET RIM EL.=, 18.00 E INV. OUT = 1~.02 (15"RCP) CONST. 107 LF RCP @ ! 0 CONST. t8 LF RCP ¢ 0,1 66,00' CONS% 400 LF. OF SAN SEWER 6.7C CONST. 114 LF OF RCP ~ 2.26% 7,5' DRAINAGE EASEMENT 8o.00' CONST, FIRE HYD. CONS% (2) (ROTATE NOZZLE TO 4-5' BENDS 8' g.V, ~ 28,00' 52,00' ~o' O~uw EASEMET ~1 68.00' CONST. 29~ LF. OF 8~ PVC SAN SEWER @ 0.4O% Y t00,00' CONST. 12"x 6" 12" gV 6" gV S~=64 I STA: 52+66.00 11.00' LT CONS% VALLEY ~RB INLET DIA, BOTTOM RIM EL= N INV. : t2.10 s iNV. = ~2.m CONS% 12" ~ .~ ,~/ // / STA:IT+9Z73 5,00' LTl ~% RIM ~.= 18.01' W INV. = 10.69 S INV. = t0.59 98,56' 100.00' 100.00' 1 6 CONST. RRE HYD. ASSY (ROTA~o~IOZZLE TO FACE B.S.P. # 18 STA: 34+85.04, CONST, 4' DtA. RIM EL.- 1g.04' N ~NV. - 9.4,~ .. ~ JNV. - 9.4,31 ? E ~NV. - 9.33 S I~NV, ~ 12.76 75.00' I 40,00' .,% '~, STA;15+50.83 18.54 LT %~,~ CONST. 4' DIA. E INV. : %45 98.;57' / 10' UTIUTY__. EASEMET 100.00' -z CONS% 8" ¥~ 100,00' CONS% 300 LF. OF 8' PVC SAN ? 100./ ~ /~NST, 12" CROSS ~TA: 36+/25.00 11.00' gV CONST./VALLEY CUI DIA. BOTTOM RIM EL.: 18.~5' 6' RED : 15.~ (,15"RC~'*) GV 75.00' 18 LFOF 5" RCP ~ 0.25% JY 64.00' '4ST. FiRE HYD, ASSY ~TE NOZZLE TO FACE ROADWAY) 8.s.P, ~ 20 ¢c~S% 8~ 70 ;o. oo' 64,00' 45.00' 60,00' ~:'~CONS%': 324 LF. OF 8~ PVC SAN ~ 0.40% 68,00' ., 28,00' UFT STATi~b~ #2k STA:38+94-.04 56,33 RT CONST. 4' DIA, RIM EL.= S INV, = STA: 39+53.96 11.o0' LT CONST. VALleY CURB INLET 5' DiA, BOTTOM RiM EL.: ~7.25' N iNV. = 9.82 (36"RCP) S iNV, = 9.82I(38,RCP) OONST, ~29 LF, ~ 8" PVC SAN SE~F 75.00' 60.00' GiR.A.P H I C 60.00' 60.00' to' U~UTY j EASEMET Y 60.00' CONSTRUCT LAKE #32 C.E,= ~,4.5o' CONST. 20 LF OF CAP © 1.41% m m m 0 SCALE INV, EL: 4"FM CONST, 97LFOF RCP © 2.06% STA:32+24.08 20.96 RT VArY CURB INLET 5' DIA, E RIM EL.,~ 17.66' ~NV, = t2.10 (36"RCP) / INV. 12.10 (36"RCP) / CONS~ 84 LF, OF 8" PVC SAN © 0,40% 45,94' ;: 11+14.00 EXISTING CONST. DIA. M.H. CONST. 6" ~-- BLOW OFF RIM 19.21' B.S,P, # 16 LAKE/wETLANDS D N : lO.75 C,E,= 14,50' lO' U~UT~ EASEMET BR0~IM~ CONST. 28 LF 0¢ 36" RCP © 0.00% 75.70' 60.00' 60.00' 60.00' STA:32+66.00 220,96 RT VALLEY CURB DIA. BOTTO~ 210 LF, OF RIM EL.,~ I%66' 8' PVC SAN SEWER- N iNV. = 12.10 (Z4i"RCP) © 0.40% W JNV, = 12AO (36"RCP) CONST. 60 LF. OF 6 ~ 8' PVC SAN ~ ~ o.4ox CONST. // / AND RED CR0~ ISBILL/ COURT ~ / 60,00' ]~ J~~/j/ 120.00' MATCH LINE SHEET 6 10' UTIUTY EASEMET 4"FM 5 7 CONST, 280 LF PVC SAN SO © 0.40% : / I Fi 4' DIA. M.H. bo RIM EL= 19.60' %.,N tNV, = 13.00 C~ST. 2t7 ~ 120.00' CONST, 97 LF OF RCP © 36+25,00VALLEY 11.O0'cURB DIA. BOTTOM EL= 18.35' tNV.: 15.25 (15"RCP) iNV. - &67 (36"RCP) ~NV. : 8,67 (36"RCP) t 20,00' STA: 38+90.04 C(~NST. 4' DIA. RIM EL: I L35' W INV. = 4.51 E INV, = 7.88 N INV.= 4,.41 C~ST. 80 L,F. OF * PVC SAN SE~R STA: 1 O+ 00.00 4' DIA. RIM EL.: 19,81' N INW = 1~.81 20.00' INV. EL= 8,8; CONS% 20 J~ OF CAP © 0.00% EXISTING LAKE/wETLANDS D C,E,= 14,50' )+53.96 ~1.00' LT IST. VALLEY CURB INLET 5' mA. BOTTO~ RiM EL.= 17.25" INV. ,- 9.82 (56'RCP) INV. = 8.67 (36*RCP) /// /4~0//' UTIUTY / / WOOD .~,USH /// /f 120.00' /// / ,/ / / The purpose of this adjustment is to modify the roadway network and provide for the block layout coasisteat with the approved conceptual PUD Plan for Savanna Club, PRIOR TO THE COMMENCEMENT OF ANY LAND CLEARING OR CONsTRUcTION ACTIVITIES iN ANY AREA IDENTIFIED AS PHASE VI THROUGH VIII, ]'fiE DEVELOPER SHALL HAVE SOUGHT AND OBTAINED A LAND CLEARING PERMIT FROM ST. LUCIE COUNTY. ALL WETLAND AND UPLAND BUFFER AREAS SHALL BE CLEARLY STAKED AND DELINEATED PRIOR TO THE BEGINNING OF ANY LAND CLEARING ACTIVITIES. VERIFYING INSPECTIONS BY ST. LUCIE COUNTY SHALL BE REQUIRED BOTH BEFORE AND AFTER ALL CLEARING ACTIVITIES, COMPUTER FILE REF. FIELD BK,/PG. 0165pud,dwg pd.lsh CONsuLTING ENGINEERS CULPEPPERa LAND SURVEYORS --'" --__~,_~ 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 5498t Jl TERPENING,,NC. IILI CERTIFICATE OF AUTHoRIzATIoN NUMBER: 0000 4286 -REVISIONS- REVISED PER ST. LUC1E COUNTY DEVELOPMENT REVIEW COMMIT~E REVISED PER ST. LUCIE COUNTY DATE 11/02 02/03 DESIGNED CALCS. DRAWN DETAILED CHECKED APPRovED DATE 09/16/02 09/16/02 ¸SA E4NNA CLUB CONcEPTuAL SITE PLANS DATE: 09 ' 50' HORIZ. SCALE: 1 =~ VERT, SCALE: NONE JOB No, 01-63 LtJ LtJ i EXISTING LAKE #11 C.E,= 14.50' I0 64.56 29.97 ~zo~' 6~.oo' 64.oo' 64.o,lo' ;% 160 LF. OF SAN SEWer 40% STA:20+go. 40 14,55' RT VArY CURB INLET 4' DIA. BOTTOM RIM E INV. -, t3.75 7I 94. C~ST. 217 LF. OF 8" PVC gAN ~WER~ ~ 0,40% CONS% Z4 ~ OF ~ 0.25% 64.00' ~ 64,00' BLOCK 66 i EXISTING GOLF COURSE 'nE INTO EXiSTiNG BLOW OFF ASSEMBLY CONST. 8* B.S.P. # 29 PHASE V 10' U'HUTY FEASEMEL~ 64,00' 64.00' 64.00' 68.00' ST. 8" WM STA: 18+63,00 CONST. 4' DIA. RIM EL= 18.22' S INV. = 10.79 N INV, = 10.69 ~¢" ¢~/ STA:13+2&55 11,00' RT ~ ¢*' /'<% CONST. V~Y CURB INLET ~, ........ ~ 'k N INV. = 15.75 (15"RCP) 99'02 CONST. 99 LF, OF "'x~,oo.'  s" Pvc SAN ~ 0,40~ / ~._ STA:14+O9.22 5.00 LT ~ CONST. ~' DIA. M.H. ' , w ~NV. = ~.~ E INV. S~ 8 6%.00' 64,00' 64.00' 6 5'7,6I' STA: 10+20,00 20.06' T cONST. VAU~Y CURB ~NLET 4' O~A, Bottom ~NV. = ~ O SmCP) INV. = 13.00 M TCH LINE SHEET 5 18" RCPZ ~ NORTH 5O 25 ! ,t i~oh = 50 lO0 ' ' ' CRA. PHIal SCALE ..... 1 i ...... [ ! ..... i ~ .... i { ', ~ // / / / \ STA: 10+00.00 CONST 4' D1A RIM EL,= 17,51 " '% N INV.= 5A3 ...... -~. £~INV. = 5.03 STA: I0+20.00 20.~%LT % CONST. VALLEY CURB iNLeT 4' DIA.. BOTTOM />'"'-- a~ RIM EL.= 17.25' / '~a~. ~ ,NV. = ~;.~s os"~¢) '~% j;-'- .. t // CONST. 220 L.F. - g7 ~ 8~ PVC SAN CONST, 35 ~ OF /~ ~ n RaP ~ 0,25, · 22 ~ / RCP ~ 0~00~ STA: 11 +78,39 1 ~.00' CO,/ST. VArY RIM ~.= ~7,25' N iNV. = 9.00 SE IN% - 9,00 EXISTING WETLANDS E C,E.= 14.50' /' /r MODIREO ~E "E" IN~T~ // RIM EL= 14.50'% /,// SE INV. = 9.00 (36~RCP) CONST. 5' D~A. MANHOLE RIM EL,= NW iNW = 9~00 (36"RCP) E ~NV. = 9.00 64,00' 64.00' CON ;% t10 LF OF 36' RCP @ 7,5' DRAtNAGE ~ ~NLET o° EASEMENT 4 CONST. 212 LF ~ 0.00% 64.00' EXIS}ING GOLF COURSE EXISTING LAKE //8 C.E.~ % 28.4.0 CONS% 42; LF OF 36' RCP 0,00% t__ 7.5' DRAINAGE EASEMENT STA:I L78.39 11.00' LT VALLEY CURB INLET 5' DIA. BOTTOM -7 17.25' 9,00 (36"RCP) S INV. 9.00 (36"RCP) E ~NV. 13.70 (15"RCP) 64.00' 25.81 61.47 61.47 Q STA: 15+01 CONST. ¥' DIA, t.H. RIM EL= N INV. = 7.34 S INV. = 7.24 56,01 lO' UTiUTY EXISTING PRO SHOP EXISTING LAKE #12 C.E.= 14,50' _STA: 22+61.51 CONST, 4' DIA. RIM EL.- 19,15' N INV. - 12.39 / 1 t L 98 7.5' DRNNA~ E.~SEMENT -8" FM 51 I~ 7.5' DRAtNAOE EA%~ENT ~ST. 117 LF ~ R~ 0 1,96% 6 4, 75 02 64.00' 64.00' STA: 20+90.40 t4.55' CONST~ VALLEY ~RB D1A. BOTTOM RIM EL= t7.25' W iNV. = t3,69 E INV. '" 13.6g (18"R~ 64.00' --8' FM 64,00' klO' UTIUTY EASEMET 8" FM 64,00' ?/ 68.00' COb ST. 307 LF. OF 8" ~VC SAN SEWER 4 64,00' O BLOCK 7 64,00' 64.00' 68,00' 68.00' 68.00' 68.00' STA: 15+56,02 CONST, 4' OlA, M,H. RIM B~= 18.26' $ ~NV, = 9.46 N !NV. = 9,36 F 68.00' / / 75,55' CONST. 20 LF OF 56~ CONSL 20 LF @ 0.00% OF 24' CAP @ 3.66% INV. EL.= INW EL= 9.00 CONSIRUCT WETLAND #33 C.E.= 14.50' (REFER TO DEIA1L) 66.88' \ EXISTING GOLF COURSE LEGEND +++++++ + ~+++ + + +++++++ ++++ + + + + + + + + + DENOTES WETLANDS CONSERVATION AREA DENOTES TRANSITIONAL WETLANDS/ UPLANDS/BuFFER AREA DENOTES NEW PRESERVATION AREA BASED UPO~N.~&VW~.~D. PERMIT APP¥©A~TI6N NO. 9012.3t-3. // STA:t1+54.26 1.00' LT CONST. CURB INLET S' DiA. RIM NW (NV. = ~/.00 (36"RCP) sE iNV. = ~f. O0 (36"RCP) CAP ~ 78.5T 78.57' '20.00 5.00' RT 4' DIA. ~,H. t 7.50' N INV. = 6.11 g INV. = 6,01 64.00' \~ \-, \ ) / / //EXtSTING LAKE 11.00' RT VALLEY CURB INLET 4' DIA. RIM EL.= 17.25' V. = 13.75 (15"RCP) 64.00' CONST, LF. OF 8" PVC SEWER ~ 0.40~ 64,00' BLOCK 10' UTILITY EASEMET !7 LF. OF SEWER // @ 58.01 8 PRIOR TO THE COMMENCEMENT OF ANY LAND CLEARING OR CONSTRUCTION ACTIVITIES IN ANY AREA IDENTIFIED AS PHASE VI THROUGH VIII, THE DEVELOPER SHALL HAVE SOUGHT AND OBTAINED A LAND CLEARING PERMIT FROM ST. LUCIE COUNTY. ALL WETLAND AND UPLAND BUFFER AREAS SHALL BE CLEARLY STAKED AND DELINEATED PRIOR TO THE BEGINNING OF ANY LAND CLEARING ACTIVITIES. VERIFYING INSPECTIONS BY ST. LUCtE COUNTY SHALL BE REQUIRED BOTH BEFORE AND AFTER ALL CLEARING ACTIVITIES. COMPUTER FILE REF, FIELD BK./PG. 0165pud.dwg pd.lsh CONsuLTING ENGINEERS & 'ULpEPPER a, LAND SURVEYORS 2980 SOUTH 25~h STREET ~ ~ FORT PIERCE, FLORIDA 34981 ENIN O,1NC. (~2) 464-5537 CE C TE OF AUTHoRIzATIoN NUMBER: 0000 4286 -REVISIONS- REVISED PER ST, LUOIE COUNTY DEVELOPMENT REVIEW COMMITTEE REVISED PER ST. LUCtE COUNTY DATE 11/02 o2io~ DESIGNED CALCS, DRAWN DETAILED CHECKED APPRovED DATE 09/t6/02 09/16/02 SA CLUB PHASE CONcEPTuAL SITE P DATE: 09 HORIZ. SCALE: 1"=50' VERT, SCALE: NONE JOB No. 01--63 8 OF 12 I(3 MATCH N //' I1 15 14 12 ...... 56.01 84 ~.._.- 56.C EXISTING GOLF COURSE CAP (I 15 54.55' 64-,00' 64-,00' STA: 194- 35,78 CONST, INLET CONSL I: DIA, M.N. DIA, IM EL 18,0,3' RI EL= 17.25' INV. 9.28 E INV- - (15"RCP) LINE SHEET 6 60.13' EL= 11.00 7~_CONSL 123 LF~ 18" RCP $ 1.87: 64,00' a 64,00' 30.13' WAY 'i 1 9 SS=SJ CONST. hi INV, $ tNV~ O? 17,67' 10.27 ]0,!7 / \CONSL 217 LF. OF / ~-- 8"' PVC SE~R ~ O 0.40% STA: 17+18.82 C~ST. 4' DIA. RIM ~.= 18,47' N INV, - 8.3t 1 10' UTIUTY CONSL LF, OF EASEMET STA: 21 +21,70 CONSL VALU~Y CURB INLET 8" Pvc SEWER-J DIA. BOTTOM I0 58,01 $ 0~40% RIM EL.= 17,25' 153 LF. OF ~ oo ~ o W INV. = 15,75 (15~' PVC SAN @ 0.40% j 1-7 ,~NSL co.s~. ~ OF - - ,~' ~cP o.~ //~ ~ o.~o~ ,:/' 58. 01 I 9 6~.00' ........... ,.~ - ........ /? STA: 24+72,34 ~ ~. ~.. RIM EL.: 17 60' EXISTING ~~~ ' WETLANDS/LAKE F ~ ' ~ 4 '(~ / ? EXISTING GOLF COURSE RIM W INV.= 1.3.7 ,//' /" ~T. 20 LF OF /I8" CAP ~ .30 LF OF ~*RCP ¢ // 25+16.56 11.00' VALLEY CURB INLET RIM EL= i' NW INV. ,~ SE INV. = 1&69 EL.= 11.00 5O 0 25 50 100 ( IN FEET 1 inch = 50 GRAPHIC SCALE LEGEND ++++ + -- . + + + + + + DENOTES WETLANDS CONSERVATION AREA DENOTES TRANSITIONAL WETLANDS/ UPLANDS/BUFFER AREA DENOTES NEW PRESERVATION AREA BOUNDARY OF CONSERVATION AREA BASED UPON S,FI'.W.M.D. PERMIT APPLICATION NO. 901251-3. KEY PAVING AND DRAINAGE PLANS The purpose of this adjustment is to modify the roadway network and provide 1?or ~,he block layout consistent with the approved conceptual PUD Plan for Savanna PRIOR TO THE COMMENCEMENT OF ANY LAND CLEARING OR CONsTRUcTION ACT1Vt~ES IN ANY AREA IDENTIFIED AS PHASE VI THROUGH VIII, THE DEVELOPER SHALL HAVEc,b, OUGHT AND OBTAINED A LAND CLEARING PERMIT FROM ST. LUCIE COUNTY. ALL WETLAND AND UPLAND BUFFER AREAS SHALL BE CLEARLY STAKED AND DELINEATED PRIOR TO THE BEGINNING OF ANY LAND CLEARING ACTIVITIES. VERIFYING INSPECTIONS BY ST, LUCIE COUNTY SHALL BE REQUIRED BOTH BEFORE AND AFTER ALL CLEARING ACTiVITi:ES, COMPUTER ILE REF, 0165pud,dwg pd.lsh FIELD BK./PO. CONsuLTING ENGINEERS & CULPEPPER LAND SURVEYORS ~--' __~ - ;__~ 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 54981 ,ITERPENING,,NC. Itl CERTIFICATE OF AUTHORIzATIoN NUMBER: 0000 4286 -REVISIONS- REVISED PER ST. LUCIE COUN~ DEVELOPMENT REVIEW COMMITTEE REVISED PER ST. LUCIE COUNTY DATE it/G2 02/03 DESIGNED CALCS. DRAWN DETAILED CHECKED APPRovED DATE 09/16/02 09/16/02 SA VANNA CLUB PHASE VI--- VIII CONcEPTuAL SITE PLANS DATE: 0~_02 HORIZ. SCALE: t"--50' VERT, SCALE: NONE .,o, ,o. 01-63