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Home My WebLink AboutSurvey, 2191 FINAL ASBUILT (AutoCAD PDF)-signedcleanoutcleanoutvalvec l e a no u t s R = 7 0 5 . 0 0 ' Δ = 3 2 ° 2 1 ' 5 3 " A = 3 9 8 . 2 4 ' C B= S 3 6 ° 2 7 ' 1 9 "WR=25.00'Δ=87°43' 1 2 "A=38.28'CB=N64°7' 5 7 " E R=515.59'Δ=37°31'30"A=337.68'CB=S53°14'41"EN 34°28'56" W 67.41'R =5 0 .0 0'Δ =8 5 °2 4 '4 1"A =7 4 .5 4'C B =S 8 °1 3 '24"W lightelectric boxlightlightlightlightN 52°04'59" E 28.01'R=812.04'Δ=37°07'42"A=526.21'CB=S70°38'50"WR=705.00'Δ=10°53'24"A=134.00'CB=S58°4'57"WN 39°04'15" W(RADIAL)lightlight2 4 . 0 7 '29.10'2 0 . 0 0 '10.60'4 4 . 7 0 '9.80'1 4 . 8 5 '21.92'32.15'1 9 . 4 0 '27.04'9.90'1 5 . 0 0 '9.90'2 4 . 2 0 '67.85'27.45'9.80'1 7 . 2 5 'ba c k f l ow v a l v e s lightlightlightlightlightlightlightlightlight5.80'42.32'3.08'4.85'3.03'11.10'27.14'47.72'48.80'4.58'17.60'25.40'2.05'37.68'55.50' 3 7 . 5 8 '2.05'1 8 . 9 0 ' 1 4 . 4 0 '8.93'62.40'11.25'5.48'4.40'5.48'11.25'39.33'FPLFPLS 20 ° 1 6 ' 2 1 " W 1 9 6 . 6 0 'ACCESS EASEMENT O.R.B. 2922, PG. 1014 ST.LUCIE COUNTY PUBLICRECORDSMEX 12-in WM EX 12-in WM EX 12 - in WM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in FM EX 12-in FM EX 12 - in FM EX 12-in FM EX 12-in FM EX 12-in FM EX 6-in WM EX 6-in WM EX 6-in WM MD INSTALL 53 LFRELOCATED 15" RCP @ 0.00%CB-2ACB-1AMES-1INSTALL LF15" RCP @ 0.00%INSTALL LF18" RCP @ 0.00%MITERED END SECTION TABLEStructure NameMES-1NORTHING1099222.79EASTING861681.15'INVERT22.55STORM SEWER INLET TABLEStructure NameCB-1ACB-2ABOTTYPEType CType CTOPTYPEUSF 4155 6209USF 4155 6209NORTHING1099338.611099461.89EASTING861789.94'861821.43'RIM26.3026.90IN INV:22.55 (SW)22.50 (E)OUT INV:22.50 (NW)BOTTOMELEV.20.5521.5018-2614 OF 9PAVING, GRADING & DRAINAGE PLAN AND UTILITY PLAN ST. LUCIE COUNTY FLORIDA REVISION COMMENTS DRAWN BY DESIGNED BY JLW JRH 17JAN19 2191 asbuilt.dwg FILENAME AS SHOWN SCALE DATE FINAL ASBUILT LAYOUT THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC. DATE(DATE)10250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987' 772-462-2455J.R. HARRISON, P.E.#822708 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987' 772-462-2455LEGENDEXISTING CONCRETE22.20EXISTING SPOT ELEVATIONPROPOSED CONCRETEPROPOSED FLOW ARROWPROPOSED ASPHALTEXISTING ASPHALTPROPOSED DRAINAGE INLETPROPOSED M.E.S.PGA SALES CENTER EXISTING BRICK PAVERSEXISTING LIGHT POLE (TYP)SURVEY NOTES:ELEVATIONS SHOWN HEREON ARERELATIVE TO THE NORTH AMERICANVERTICAL DATUM OF 1988 (N.A.V.D.88)AND ARE GIVEN IN U.S. SURVEY FEETUNLESS OTHERWISE NOTED.NOTE TO CONTRACTOR:1.MAXIMUM 2% CROSS-SLOPE ON ALL SIDEWALKS.2.ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT.3.RE-GRADE AND SOD ALL DISTURBED AREAS.4.ALL CURBING SHALL BE INSTALLED PER FDOT INDEX 300. TRANSITIONS TO BEFLUSH SHALL BE 3 FEET MINIMUM IN LENGTH.5.THE PROPERTY OWNER, CONTRACTOR, AND AUTHORIZED REPRESENTATIVESSHALL PROVIDE PICKUP, REMOVAL, AND DISPOSAL OF LITTER WITHIN THEPROJECT LIMITS AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE AREAFROM THE EDGE OF PAVEMENT TO THE PROPERTY LINE WITHIN THE CITY'SRIGHT-OF-WAY IN ACCORDANCE WITH CITY CODE, SECTION 41.08 (g).O.S.T. NO. 4P.B. 40, PG. 16, ST. LUCIECOUNTY PUBLIC RECORDSUTILITY & PRIVATEDRAINAGE EASEMEMTP.B. 40, PG. 16, ST. LUCIECOUNTY PUBLIC RECORDSWATER MANAGEMENTTRACT NO. 1P.B. 40, PG. 16, ST. LUCIECOUNTY PUBLIC RECORDSEXISTING 1 STORY BUILDING7,217 SFFFE:27.75 NAVDDRAINAGE EASEMENT RECORDED INOFFICIAL RECORDS BOOK 2922, PAGE 1035,ST. LUCIE COUNTY RECORDS.IRRIGATION EASEMENT RECORDED INOFFICIAL RECORDS BOOK 2922, PAGE1025ST. LUCIE COUNTY RECORDS.EX. SIGNEX. WALLEX. WALLEX. 5'CONCRETEWALLEX. 6' PVCFENCEEX. SIGNEX. SIGNEXISTING 1 STORY BUILDING6,851 SFFFE: 27.75 NAVDEX. CABLE BOXEX. AC PADEX. AC PADEX. CONTROLVALVESEX. ATTVAULTEX. WALLEX. VAULTCO M M E R C E C E N T R E D R I V E (12 0 ' R I G H T O F W A Y ) PE R O . R . B . 3 0 4 0 , P G . 1 6 7 4 , S T . L U C I E C O U N T Y R E C O R D S SO U T H B O U N D L A N E SRESERVE BOULEVARD(RIGHT OF WAY WIDTH VARIES)PRIVATE ROADWAY PER O.R.B. 1099, PG. 2352 ST. LUCIE COUNTY RECORDSACCESS EASEMENT PER O.R.B. 2922, PG. 1014 ST. LUCIE COUNTY RECORDS10' U.E.EX. STORMINLETEX. FOUNTAINPLATLIMITSPLATLIMITSEX. DUMPSTEREX. 12" WM (TYP)EX. 12" FORCE MAIN (TYP)EX. 8" WMEX. 8"x6"WET TAPW/ 6" GVEX. CATCHBASINEX. FDCEX. 6"FIRE LINEEX. CLEANOUTINV: 23.25EX. AC PADSEX. CLEANOUTINV: 26.88EX. 18" RCPEX. 15" RCPEX. 6" WMEX. SIDEWALKBUILDING (±3,290 SF)FFE: 27.10 NAVDEX. FIREHYDRANTINSTALL CS-1PER DETAILON SHEET 5INSTALLAC PAD W/GATED FENCEINSTALL YD-6(TIE TO EX. STORM PIPE)RIM: ±26.90DRAINAGE STATEMENTPROJECT IS REQUIRED TO PROVIDE ONE HALF INCH OF WATER QUALITYTREATMENT OVER THE ENTIRE SITE IN THE DRY DETENTION SYSTEM.THIS EQUATES TO (0.5/12) X 3.203 AC = 0.133 AC-FTATTENUATION IS PROVIDED IN THE PGA MASTER DRAINAGE SYSTEM.SFWMD CRITERIA:NAVD (88)NGVD (29)PERMIT NO. 56-00674-SBASIN 23CONTROL ELEVATIONMINIMUM ROAD ELEV.21.5324.7723.0026.24MINIMUM FFE26.0327.50EX. DRAINAGEMANHOLEEX. FPL PADRESTRIPE(9) EX. PARKINGSPACESEX. ACPADSEX. AC PADULTIMATEOUTFALLRIM: 27.00INV: 21.50EX. YD-5RIM: 26.72INV: 24.27EX. YD-4RIM: 26.77INV: 24.67EX. YD-3RIM: 27.15INV: 25.45EX. YD-2RIM: 27.43INV: 26.03EX. YD-1RIM: 27.20INV: 25.90EX. CB-1GRATE: 25.82INV (NE): 22.52INV (W): 22.50EX. CB-2GRATE: 26.12INV: 22.51CONNECT CB-1ATO EX. 18" RCP@ INV: 22.55RAISE EX. DMH-1GRATE OF 27.00 TO 27.30EX. INV: 21.50INSTALL 5' SIDEWALK (TYP)(MAX 2% CROSS SLOPE)INSTALL 6 LF2" POLY SERVICEREPLACE 6" TEEW/ 6" CROSSINSTALL (1) 6" GV& 6"x2" REDUCERINSTALL WYE CONNECTIONTO EX. SANITARY (M.E. INV)INSTALL CO-2INV: 24.05INSTALL CO-13' OFF BUILDINGINV: 24.10REGRADEEX. DETENTIONTOB TO 25.55BOTTOM TO 22.55(4:1 MAX SLOPE)RELOCATEDDETENTION AREATOB: ±9,716 SFBOTTOM: ±3,805 SFM.E.M.E.M.E.M.E.M.E.M.E. ±26.56M.E. ±26.55M.E.INSTALL ±27 LF6" SDR-26 @ 1%INSTALL 5 LF6" SDR-26 @ 1%EX. DRAINAGEMANHOLEEX. STORMINLET22.55 (NE)27.1026.77±22.55 (SW)INSTALL1" METER & RPZCONTRACTOR TO FILL &RELOCATE EX. DRY DETENTION(REGRADE AREA TO DRAIN AWAYFROM PROPOSED BUILDING)CONTRACTOR TOREGRADE AREA TODRAIN AWAY FROMPROPOSED BUILDINGINSTALL ±18 LF2" POLY WATER LINECONTRACTOR TOGRADE AREA TODRAIN TO CB-2AM.E. ±26.64±26.72CONTRACTOR TOFILL EX. SWALETIE EX. 18" RCP TOCB-2A @ INV: ±22.55M.E. ±26.50INSTALL HANDICAP STALLPER DETAIL ON SHEET 5INSTALL 4' SIDEWALK(MAX 2% CROSS SLOPE)70' PRIVATEDRAINAGE EASEMENTM.E. ±27.6027.1026.9327.0027.0527.0026.95INSTALL TREE(BY OTHERS)INSTALL CURBSTOPS (TYP)INSTALL CURBSTOPS (TYP)27.5527.50REVISE PLANS PER SITE PLAN UPDATES04-30-19AMERICAN LAYOUT & LAND SURVEYINGAS-BUILT