893 Amberjack Ln RES24-0285 Stormwater Retention Plan_CutPROPOSED DRIVEWAYNSEWNW
SWS
E NEcovered lanaiwal
l
l
ine
wall lin
e
GARAGEcoveredporchconcreteslabgrassA/Cedge of pavement10'10'5'5'
5' PROP A POP UP EMITTERPROPOSED HOUSEFFE =
11
.710.910.910.910.910.810.810.810.610.610.610.610.610.610.60+000+501+001+46Alignment - 1 PROFILE81012810120+000+200+400+600+801+001+201+401+60GRADE BREAK STA = 0+13.46ELEV = 10.900GRADE BREAK STA = 1+14.06ELEV = 10.061GRADE BREAK STA = 1+33.36ELEV = 10.600
DRAWING NO :TITLE :PROJECT NAME :CLIENT :LOCATION :ISSUED FOR CONSTRUCTIONSTORMWATER RETENTIONPLANCHARLES LUNDGRENC001893 AMBERJACK LNATLANTIC BEACH, FL32233NOTE:4 HOUSE CORNERS DOWNSPOUTS WILL BE DIRECTLY TIED TOSTORMWATER RETENTION BASIN USING CORRUGATED PIPENOTE:EMITTER AT BOTTOM OF STORMWATER RETENTION BASINCut/Fill SummaryNameCut and Fill VolumeTotalsCut Factor1.000Fill Factor1.0002d Area11254.66 Sq. Ft.11254.66 Sq. Ft.Cut127.07 Cu. Yd.127.07 Cu. Yd.Fill125.87 Cu. Yd.125.87 Cu. Yd.Net1.20 Cu. Yd.<Cut>1.20 Cu. Yd.<Cut>C0011STORM WATER RETENTION PLANSCALE: 1"=10'-0"EXISTING GROUND SURFACEPROPOSED GRADEBUILDING FFE 11.7BOTTOMELEV 8.75TOB 10.50SCALE: 1"=20'-0" (H) 1"=2'-0" (V) PROFILEC0012