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1730 Ocean Grove Drive TREE08-00100011 Pool Drainage Plan 06.2009PEAL Uc LI(RIC TY SO 21,00"w ILJ.�VI _- WATER 47 METER EDOE OF ASRHAL7 a I'4' cR7L}{ B651N riltl 0.® rOP: am 17TH STREET e'1Y I"';(a.-03 ?2' INv'(&I6) 2 RCP mD�R x,uea (50" IMPROVED P4BLIC F2/1� ) 1z' RCP mmmmmmmwi • sole h AS!F,Iw— PRD, — .1—mm HaDEL IIISLu lADKS,R PrzOPnv,GE 5an1 Mm SPEDF1OA,ve tA- 8AR04J WMG!441. HCH 9HafID%A7R IEYM PENCRr Y -11-20W IIJSTPLL —K M40 our / MLSH Sr':IFII PFA !xR IsOlxvlDhno-us PRE-CONSTRUCTIaT BTWMMSrm 6 3.5 = °U -DM' G OAJRO LkLF1 C111=ff All- FIRM)OUTiTA U9St19 curs TO "TCC 6A9DG 1 low vex swL1r,LPc nlsoe cw,eM own m PaAxnr rrsr 7A1:0mQ) ALT. OSM OF SIN 11.0 - 01GL ar 75 ALL O.EV OF 13PADI VWR TAID9 ILS fa' N Will C,6P 7APIK3 - MAN OFp1H a.E CIc LLRIER IID OF 13 FXM 1/10111/' NIri WAR) wIKS IIJSTAL.L -QURMHHA1v' LA EQUAL GH TOP Or AIL WITEN V PADOIT O®AS 47(O.�) A(PERV. 7.154gJ[1,470.B] R(9,J)/12[0.776] = V11,110.SCF) TAHMI 4.5 R H} R 2 007 - 3.0 DELP IIISTALL S AaiA — —Wo I119DC RMI TAwx RIND Cgll1¢'F 3=uow r `EEIP SDP,LT RILa3 apl-IW OF TNI%MUST 9E u" PROVE M m JB9.RE mWAUT ICKIER 9JVRell: FOR 11ARIC01=1 SYIrCIA USE PLIPPLE "UMI-POTAPIE "We PIPING AIID umtm 1017 A(IMPERV. 205asP}(1',050] R(9.�/1z[0.775] V(1.EMSCF) 6TIIIX a NJ1S OFJF 5!• oEEP IOFLL 9oi ♦dao - —ve COCRbrhA a IfIMLLATOII MIN RRGATOh Nin LARDSCAK COt17WL10RS ORTAM FILL ARP","". FROM FURHC YORK9 OEPPRU,LIIT AIIO FInTOMAPH WRIT AS PROOIEa6 MCUFA AFry:fjv'(0,O2) lL'ly IS' oup qrY Or ATLAIFFID SE -0 PVaUo 144013 C -PI 704-Z47-9971 NICK CAPPER PE MX78 awaxDw D L o T 1 9 L D T 5 TD RTMp.pEr7rc�SmERL p@R9 Sw - I sri so 0 6' PYC NPE i rax �• L,IIF ,5 w°r 0RAWItJ: LRC CHTQU: CH]CO: CRC c(D�77) A{1.o7 9,3n�j[3,5YD.z] R(9,�)JI z[a.ns) = v(2,72a4Ts) POST-CONSTRVCTIOH m rnr IR i slca„ O9AN 2442 JETTY CT. G- RAT DR ®Vd ! 1qS OR RRAVEL SP�,G ❑ ❑ ORP.NPJ7A1J15 MOOl1LAR LJw17 41 ewac WALL -1p 125.00' n a B• ygriri FERL O m NWOLAR rnaln TAUK A95V INCL ChIW SVIII w/ GOOIEKaIt l MPM 'MVP TOG 114 UT �1L,�RISe LLPP.COIM1W iriv-700 11.1' u.G dnh!af AAfRl01 Pna-om_]Oo9 �p T1��W,. �°j4t4'µ7ASH rr- 69 �a n1S4 M PExy7a5 MULcx MOG L5. PERJIOIR �Oa I ADAPTO TO 6- sOgl PIPE PLMJOIIE tt; CCRVI3° < C RCO6 IhF64 PREAOUS sT91e TE ROS ;(,I17[m ur P,C m IRRGA710N KEEP BOI 1'.0 PERVIOLC s o-rc Q lul 7P L D T 1 B GR71.F W 70 DRAINTAN K DETAIL POO- NTSW r ay L7m EV. x 5 1'03 - L77A CF L7769T - fD FIAEt'S VOL4MC - ).SPT.e OF Sarin inOTPAItIT PER IOUS STONE DETAIL 6 - a 3,805 SF A 1,897.2CF ORAIH7AI4K PROVIDED LAI 9,317SF 50% IMPERVIOUS COVINAGE THRESHOLD 4.6583E izA m POIV1TJUsIR1RC NO SCALE 339E SgREII UICU31URE LTSr Pm INCLUDES WALKWP'R PATIOS NJD CPFiAGE9 aaRO RAGE ❑ El'lIP F, OF _ y eL,= 24 sasr177 FL 61 65 3, W 7 Y►L11, yah 49546E TeL APFIA VIDup sro-rl: °c9v �J 8FA6T ® MT Ps cCLJ75URE 206.9E PIL® Is6 SaS 6FcAOIYmI J � G I B9sr I PEAL Uc LI(RIC TY SO 21,00"w ILJ.�VI _- WATER 47 METER EDOE OF ASRHAL7 a I'4' cR7L}{ B651N riltl 0.® rOP: am 17TH STREET e'1Y I"';(a.-03 ?2' INv'(&I6) 2 RCP mD�R x,uea (50" IMPROVED P4BLIC F2/1� ) 1z' RCP mmmmmmmwi • STORM WATER RUwNFE 0Ii4WIWAAIt sole h AS!F,Iw— PRD, — .1—mm tA- 8AR04J WMG!441. HCH 9HafID%A7R IEYM PENCRr Y -11-20W PRE-CONSTRUCTIaT BTWMMSrm 6 3.5 = °U -DM' G OAJRO LkLF1 GARY R. 7A1:0mQ) ALT. OSM OF SIN 11.0 - 01GL ar 75 ALL O.EV OF 13PADI VWR TAID9 ILS fa' N Will C,6P 7APIK3 - MAN OFp1H a.E �L,� C RUMLEY 47(O.�) A(PERV. 7.154gJ[1,470.B] R(9,J)/12[0.776] = V11,110.SCF) TAHMI 4.5 R H} R 2 007 - 3.0 DELP ON. AL Jr1Ta RILa3 apl-IW OF TNI%MUST 9E u" PROVE M r,,,sYP1C.5ry �� A(IMPERV. 205asP}(1',050] R(9.�/1z[0.775] V(1.EMSCF) 6TIIIX a NJ1S OFJF 5!• oEEP IOFLL 9oi ♦dao - —ve AFry:fjv'(0,O2) lL'ly IS' oup 04TF- 0-711-09 MX78 awaxDw T ,� ii �j �L ry 1A 1362 IY RCP TD RTMp.pEr7rc�SmERL p@R9 Sw - I sri so 0 6' PYC NPE i rax �• L,IIF ,5 w°r 0RAWItJ: LRC CHTQU: CH]CO: CRC c(D�77) A{1.o7 9,3n�j[3,5YD.z] R(9,�)JI z[a.ns) = v(2,72a4Ts) POST-CONSTRVCTIOH m rnr IR i slca„ O9AN 2442 JETTY CT. G- RAT DR ®Vd ! 1qS OR RRAVEL SP�,G ❑ ❑ ORP.NPJ7A1J15 MOOl1LAR LJw17 ATLAM]TC BCH. FL 32233 n (RC4� 233-4495 O m NWOLAR rnaln TAUK A95V INCL ChIW SVIII w/ GOOIEKaIt l MPM 'MVP TOG 114 UT �1L,�RISe LLPP.COIM1W iriv-700 11.1' u.G dnh!af AAfRl01 Pna-om_]Oo9 �p T1��W,. �°j4t4'µ7ASH rr- 5I2O I ADAPTO TO 6- sOgl PIPE I < C RCO6 IhF64 ZANo-aEP.A ROS ;(,I17[m ur P,C m IRRGA710N KEEP BOI 1'.0 lul Q lul 70 DRAINTAN K DETAIL DRAINAGE PLANS NTSW N1 61 L7m EV. x 5 1'03 - L77A CF L7769T - fD FIAEt'S VOL4MC - ).SPT.e OF fffyyL�---EEI PER IOUS STONE DETAIL ��EP 1,897.2CF ORAIH7AI4K PROVIDED LAI 9,317SF 50% IMPERVIOUS COVINAGE THRESHOLD 4.6583E � NO SCALE 339E SgREII UICU31URE LTSr Pm A ��,JEAIJL4 Pya a I/.t Yi W aaRO RAGE OF _ y eL,= 24 m N W [T FL 61 65 aSSr OAFTWI FOUL W 7 Y►L11, 49546E TeL APFIA VIDup =J'' D O x avnr UOR ��d � A 11.7p A7NP' PC4VIDLa —RIO TS PEIr = 47I$F tGJS=R5k OYOE TMFWDLD 171! STORM WATER RUwNFE 0Ii4WIWAAIt tA- 8AR04J TOTAL COMBINED 48282F PRE-CONSTRUCTIaT IEl9OD 7A1:0mQ) 47(O.�) A(PERV. 7.154gJ[1,470.B] R(9,J)/12[0.776] = V11,110.SCF) ON. AL Jr1Ta DIY My (O,OP) 12- RCF 12- A, ,IOBt 09012e A(IMPERV. 205asP}(1',050] R(9.�/1z[0.775] V(1.EMSCF) AFry:fjv'(0,O2) lL'ly 04TF- 0-711-09 C(0377) ,Ekd, GLq. PI lot IY RCP 2i' E9 POT.MJC 97019 24' p PDNVOFUS I10,E aPK111G 0RAWItJ: LRC CHTQU: CH]CO: CRC c(D�77) A{1.o7 9,3n�j[3,5YD.z] R(9,�)JI z[a.ns) = v(2,72a4Ts) POST-CONSTRVCTIOH G- RAT DR ®Vd ! 1qS OR RRAVEL SP�,G ❑ ❑ I R-•t-2BD9 �V1�: C(0.2) A4PERV, 4,7095T)[44I.B3 R(9.3)/12[0,775] - Y(72O,97) BARD MOIL - C(l.0) AOUPERV, 4.i02gj[4.6D2] R(A,3)/14{0.775} - V(3,5116.13CF) NORTHI I I I I C(O.O] *w 1'9. 91 I9t lul lul Ll lul SHEET NO. C(0.6} A(LO7 9,31199][5,583.6] R(9.3)/12[0.775] - 11{4.320,eCF) DRAINAGE PLANS PDST-CRRsmucnotJ CIMTA v - 1.609=171 „ = iQ, PER IOUS STONE DETAIL L — 1,897.2CF ORAIH7AI4K PROVIDED NO SCALE OF _ y teFa+wa,r aRS Aire n. w.xaru 1Jin mza PamlonaarlQn,s ns miwaa nb e,4 xvwn RRRPn raiz PSavnz 1sR GlvlR oafs uo Rnalm,z nmmsno,®uo4 auu®R®max Hnrm zvnxRu>.1aRvm •noon ns mvaira w1'®�wnrr,wa>grumama vR5n 1. mrn vMS,aKNR1R4 rla R,u ilia vlm nn naoum n.l,r ncr,'�bv An mmvnl m,nv, � mu®v, .v1' m,m+[ PEAL Uc LI(RIC TY SO 21,00"w ILJ.�VI _- WATER 47 METER EDOE OF ASRHAL7 a I'4' cR7L}{ B651N riltl 0.® rOP: am 17TH STREET e'1Y I"';(a.-03 ?2' INv'(&I6) 2 RCP mD�R x,uea (50" IMPROVED P4BLIC F2/1� ) 1z' RCP mmmmmmmwi • sole h AS!F,Iw— PRD, — .1—mm HaDEL IIISLu lADKS,R PrzOPnv,GE 5an1 Mm SPEDF1OA,ve tA- 8AR04J WMG!441. HCH 9HafID%A7R IEYM PENCRr Y -11-20W IIJSTPLL —K M40 our / MLSH Sr':IFII PFA !xR IsOlxvlDhno-us PRE-CONSTRUCTIaT BTWMMSrm 6 3.5 = °U -DM' G OAJRO LkLF1 C111=ff All- FIRM)OUTiTA U9St19 curs TO "TCC 6A9DG 1 low vex swL1r,LPc nlsoe cw,eM own m PaAxnr rrsr 7A1:0mQ) ALT. OSM OF SIN 11.0 - 01GL ar 75 ALL O.EV OF 13PADI VWR TAID9 ILS fa' N Will C,6P 7APIK3 - MAN OFp1H a.E CIc LLRIER IID OF 13 FXM 1/10111/' NIri WAR) wIKS IIJSTAL.L -QURMHHA1v' LA EQUAL GH TOP Or AIL WITEN V PADOIT O®AS 47(O.�) A(PERV. 7.154gJ[1,470.B] R(9,J)/12[0.776] = V11,110.SCF) TAHMI 4.5 R H} R 2 007 - 3.0 DELP IIISTALL S AaiA — —Wo I119DC RMI TAwx RIND Cgll1¢'F 3=uow r `EEIP SDP,LT RILa3 apl-IW OF TNI%MUST 9E u" PROVE M m JB9.RE mWAUT ICKIER 9JVRell: FOR 11ARIC01=1 SYIrCIA USE PLIPPLE "UMI-POTAPIE "We PIPING AIID umtm 1017 A(IMPERV. 205asP}(1',050] R(9.�/1z[0.775] V(1.EMSCF) 6TIIIX a NJ1S OFJF 5!• oEEP IOFLL 9oi ♦dao - —ve COCRbrhA a IfIMLLATOII MIN RRGATOh Nin LARDSCAK COt17WL10RS ORTAM FILL ARP","". FROM FURHC YORK9 OEPPRU,LIIT AIIO FInTOMAPH WRIT AS PROOIEa6 MCUFA AFry:fjv'(0,O2) lL'ly IS' oup qrY Or ATLAIFFID SE -0 PVaUo 144013 C -PI 704-Z47-9971 NICK CAPPER PE MX78 awaxDw D L o T 1 9 L D T 5 TD RTMp.pEr7rc�SmERL p@R9 Sw - I sri so 0 6' PYC NPE i rax �• L,IIF ,5 w°r 0RAWItJ: LRC CHTQU: CH]CO: CRC c(D�77) A{1.o7 9,3n�j[3,5YD.z] R(9,�)JI z[a.ns) = v(2,72a4Ts) POST-CONSTRVCTIOH m rnr IR i slca„ O9AN 2442 JETTY CT. G- RAT DR ®Vd ! 1qS OR RRAVEL SP�,G ❑ ❑ ORP.NPJ7A1J15 MOOl1LAR LJw17 41 ewac WALL -1p 125.00' n a B• ygriri FERL O m NWOLAR rnaln TAUK A95V INCL ChIW SVIII w/ GOOIEKaIt l MPM 'MVP TOG 114 UT �1L,�RISe LLPP.COIM1W iriv-700 11.1' u.G dnh!af AAfRl01 Pna-om_]Oo9 �p T1��W,. �°j4t4'µ7ASH rr- 69 �a n1S4 M PExy7a5 MULcx MOG L5. PERJIOIR �Oa I ADAPTO TO 6- sOgl PIPE PLMJOIIE tt; CCRVI3° < C RCO6 IhF64 PREAOUS sT91e TE ROS ;(,I17[m ur P,C m IRRGA710N KEEP BOI 1'.0 PERVIOLC s o-rc Q lul 7P L D T 1 B GR71.F W 70 DRAINTAN K DETAIL POO- NTSW r ay L7m EV. x 5 1'03 - L77A CF L7769T - fD FIAEt'S VOL4MC - ).SPT.e OF Sarin inOTPAItIT PER IOUS STONE DETAIL 6 - a 3,805 SF A 1,897.2CF ORAIH7AI4K PROVIDED LAI 9,317SF 50% IMPERVIOUS COVINAGE THRESHOLD 4.6583E izA m POIV1TJUsIR1RC NO SCALE 339E SgREII UICU31URE LTSr Pm INCLUDES WALKWP'R PATIOS NJD CPFiAGE9 aaRO RAGE ❑ El'lIP F, OF _ y eL,= 24 sasr177 FL 61 65 3, W 7 Y►L11, yah 49546E TeL APFIA VIDup sro-rl: °c9v �J 8FA6T ® MT Ps cCLJ75URE 206.9E PIL® Is6 SaS 6FcAOIYmI J � G I B9sr I PEAL Uc LI(RIC TY SO 21,00"w ILJ.�VI _- WATER 47 METER EDOE OF ASRHAL7 a I'4' cR7L}{ B651N riltl 0.® rOP: am 17TH STREET e'1Y I"';(a.-03 ?2' INv'(&I6) 2 RCP mD�R x,uea (50" IMPROVED P4BLIC F2/1� ) 1z' RCP mmmmmmmwi • STORM WATER RUwNFE 0Ii4WIWAAIt sole h AS!F,Iw— PRD, — .1—mm tA- 8AR04J WMG!441. HCH 9HafID%A7R IEYM PENCRr Y -11-20W PRE-CONSTRUCTIaT BTWMMSrm 6 3.5 = °U -DM' G OAJRO LkLF1 GARY R. 7A1:0mQ) ALT. OSM OF SIN 11.0 - 01GL ar 75 ALL O.EV OF 13PADI VWR TAID9 ILS fa' N Will C,6P 7APIK3 - MAN OFp1H a.E �L,� C RUMLEY 47(O.�) A(PERV. 7.154gJ[1,470.B] R(9,J)/12[0.776] = V11,110.SCF) TAHMI 4.5 R H} R 2 007 - 3.0 DELP ON. AL Jr1Ta RILa3 apl-IW OF TNI%MUST 9E u" PROVE M r,,,sYP1C.5ry �� A(IMPERV. 205asP}(1',050] R(9.�/1z[0.775] V(1.EMSCF) 6TIIIX a NJ1S OFJF 5!• oEEP IOFLL 9oi ♦dao - —ve AFry:fjv'(0,O2) lL'ly IS' oup 04TF- 0-711-09 MX78 awaxDw T ,� ii �j �L ry 1A 1362 IY RCP TD RTMp.pEr7rc�SmERL p@R9 Sw - I sri so 0 6' PYC NPE i rax �• L,IIF ,5 w°r 0RAWItJ: LRC CHTQU: CH]CO: CRC c(D�77) A{1.o7 9,3n�j[3,5YD.z] R(9,�)JI z[a.ns) = v(2,72a4Ts) POST-CONSTRVCTIOH m rnr IR i slca„ O9AN 2442 JETTY CT. G- RAT DR ®Vd ! 1qS OR RRAVEL SP�,G ❑ ❑ ORP.NPJ7A1J15 MOOl1LAR LJw17 ATLAM]TC BCH. FL 32233 n (RC4� 233-4495 O m NWOLAR rnaln TAUK A95V INCL ChIW SVIII w/ GOOIEKaIt l MPM 'MVP TOG 114 UT �1L,�RISe LLPP.COIM1W iriv-700 11.1' u.G dnh!af AAfRl01 Pna-om_]Oo9 �p T1��W,. �°j4t4'µ7ASH rr- 5I2O I ADAPTO TO 6- sOgl PIPE I < C RCO6 IhF64 ZANo-aEP.A ROS ;(,I17[m ur P,C m IRRGA710N KEEP BOI 1'.0 lul Q lul 70 DRAINTAN K DETAIL DRAINAGE PLANS NTSW N1 61 L7m EV. x 5 1'03 - L77A CF L7769T - fD FIAEt'S VOL4MC - ).SPT.e OF fffyyL�---EEI PER IOUS STONE DETAIL ��EP 1,897.2CF ORAIH7AI4K PROVIDED LAI 9,317SF 50% IMPERVIOUS COVINAGE THRESHOLD 4.6583E � NO SCALE 339E SgREII UICU31URE LTSr Pm A ��,JEAIJL4 Pya a I/.t Yi W aaRO RAGE OF _ y eL,= 24 m N W [T FL 61 65 aSSr OAFTWI FOUL W 7 Y►L11, 49546E TeL APFIA VIDup =J'' D O x avnr UOR ��d � A 11.7p A7NP' PC4VIDLa —RIO TS PEIr = 47I$F tGJS=R5k OYOE TMFWDLD 171! STORM WATER RUwNFE 0Ii4WIWAAIt tA- 8AR04J TOTAL COMBINED 48282F PRE-CONSTRUCTIaT IEl9OD 7A1:0mQ) 47(O.�) A(PERV. 7.154gJ[1,470.B] R(9,J)/12[0.776] = V11,110.SCF) ON. AL Jr1Ta DIY My (O,OP) 12- RCF 12- A, ,IOBt 09012e A(IMPERV. 205asP}(1',050] R(9.�/1z[0.775] V(1.EMSCF) AFry:fjv'(0,O2) lL'ly 04TF- 0-711-09 C(0377) ,Ekd, GLq. PI lot IY RCP 2i' E9 POT.MJC 97019 24' p PDNVOFUS I10,E aPK111G 0RAWItJ: LRC CHTQU: CH]CO: CRC c(D�77) A{1.o7 9,3n�j[3,5YD.z] R(9,�)JI z[a.ns) = v(2,72a4Ts) POST-CONSTRVCTIOH G- RAT DR ®Vd ! 1qS OR RRAVEL SP�,G ❑ ❑ I R-•t-2BD9 �V1�: C(0.2) A4PERV, 4,7095T)[44I.B3 R(9.3)/12[0,775] - Y(72O,97) BARD MOIL - C(l.0) AOUPERV, 4.i02gj[4.6D2] R(A,3)/14{0.775} - V(3,5116.13CF) NORTHI I I I I C(O.O] *w 1'9. 91 I9t lul lul Ll lul SHEET NO. C(0.6} A(LO7 9,31199][5,583.6] R(9.3)/12[0.775] - 11{4.320,eCF) DRAINAGE PLANS PDST-CRRsmucnotJ CIMTA v - 1.609=171 „ = iQ, PER IOUS STONE DETAIL L — 1,897.2CF ORAIH7AI4K PROVIDED NO SCALE OF _ y teFa+wa,r aRS Aire n. w.xaru 1Jin mza PamlonaarlQn,s ns miwaa nb e,4 xvwn RRRPn raiz PSavnz 1sR GlvlR oafs uo Rnalm,z nmmsno,®uo4 auu®R®max Hnrm zvnxRu>.1aRvm •noon ns mvaira w1'®�wnrr,wa>grumama vR5n 1. mrn vMS,aKNR1R4 rla R,u ilia vlm nn naoum n.l,r ncr,'�bv An mmvnl m,nv, � mu®v, .v1' m,m+[