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314 12th St POOL23-0001 SITE PLAN`t r I YY I IJC. +F--�--� EARTHEN WEIR EL 8.7 PT 10" C BAGE PIJM 35 21�212.69' SURED) LAT) 6.00 5.0 0.3"n r&i3 YARD DRAIN-, TOP EL 8.5 0 LJ v 0 Z M a oZl aw ImC, n n � -00 W N 00 A o F LOT 3 BLOCK 2 a a 16"� BI To 16.2' PALM 43.0' C-1 ICAHiAGE E PALM* PROPOSED SIDEWALK CAFRI ? 13.0' N- 16 .8, u, ENTRY m � o 0 10.0' 0) 9.0' 0 o Z J 9" ICABBAGE PALM 94 LF 6" nQ CLEANOUT- ' U 1 1 V, It 0.0' Pro dyer -- 60 LF 0 M 6" PERFORATED PIPELOT 10 PROPOSED DRIVEWAY 12" CABBAGE PALM 14" CABBAGE PALM 11" CABBAGE PALM *10" CABBAGE PALM 30' BUILDING RESTRICTION LINE 39.0' PROPOSED TWO STORY FRAME FIFE: 11.5 ^o LANAI 29.3' ATED PIPE RESOTRICTIII s�G Poni PAL X 10" CF U- - CABBAGE PALM i z�� �!/ S 83'43'53" W S 83'42'00" W A YARD BEACH .1 PLAT TOP EL 9.1 10" WOOD C] GUY POLE I " CABBAGE PALM c GUTTER 0. m J Oto Iz z r� IZ � m 10" CABBAGE PALM I 11" CABBAGE PALM -M II J +II 25.8' ,;A'. N11 9.3 12''C. BAGE PAL 15.0' I 11" C.8.5 JE PALM 9' LOT 2 BLOCK 2 I IN � -- ;E PALM �1 �; 8.5 9.3 115.05' (MEASURED) 115.00' (PLAT) p o LOT 6 CN LOT 1 BLOCK 2 0 CD N N U� LP rn rn 11" CABBAGE PALM N � N 00 fil Y f V)rri � c, I I .6' �1 LEGEND: LOT CALCULAT10NS: = EXISTING FLOW LINE TOTAL LOT AREA = 13325.51 SQUARE FEET (DIRECTION) = EXISTING ELEVATIONS IMPERVIOUS AREA: PROPOSED FOUNDATION = 4713.72 SQUARE FEET PROPOSED A/C PAD = 32.00 SQUARE FEET = PROPOSED ELEVATIONS PROPOSED DRIVEWAY & SIDEWALK = 987.07 SQUARE FE T TOTAL IMPERVIOUS AREA = 5732.79 SQUARE FEET = SET 1/2" REBAR STAMPED PSM#6146 = FOUND 1/2" IRON PIPE NO IDENTIFICATION (UNLESS OTHERWISE NOTED) = TREE (SIZE AND TYPE AS NOTED) = 4"x4" CONCRETE MONUMENT Reynold D. Peterson 1 00000a00000alo��onno 00 v� Digitally signiOo Reynold D. Men � � Lu Date: 2022A.� � 12:34:36-04'�`��o ' 00000���� � Q� 000000000ao' <F*'v- DRAINAGE NOTES: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS. 00.0 DRAINAGE LEGEND PRE -FLOW ARROW POST -FLOW ARROW (00.0) EXIST. SPOT EL. O TREE PROTECTION 00.0 PROPOSED SPOT EL. - • - PROPOSED SHALLOW SWALE X TO BE REMOVED SOCK DRAIN PIPE WITH POP-UP POP EMITTER GRAPHIC SCALE 20 0 10 20 40 OD ( IN FEET ) 1 inch = 20 ft. 80 ulo 1N !n [(n ILL LO 9 F Q 117 w�� � O IT Ju� W ^ J J cF J w Z ooui XYZ 2 co PPPIIm OOP6 OF Th5 [-0LIIMFM IAE �CON59EFdD 9ONtD 1.19 59X91 � iNE S'EIYIUPE M6I 9E YFR6LL9 ON NIf 9FLINONC COWS. Z Z 0 � W � W CV oLFn L W Q T- = Z C'7 � O W I REVISIONS SHEET NO. 0) 9.0' 0 o Z J 9" ICABBAGE PALM 94 LF 6" nQ CLEANOUT- ' U 1 1 V, It 0.0' Pro dyer -- 60 LF 0 M 6" PERFORATED PIPELOT 10 PROPOSED DRIVEWAY 12" CABBAGE PALM 14" CABBAGE PALM 11" CABBAGE PALM *10" CABBAGE PALM 30' BUILDING RESTRICTION LINE 39.0' PROPOSED TWO STORY FRAME FIFE: 11.5 ^o LANAI 29.3' ATED PIPE RESOTRICTIII s�G Poni PAL X 10" CF U- - CABBAGE PALM i z�� �!/ S 83'43'53" W S 83'42'00" W A YARD BEACH .1 PLAT TOP EL 9.1 10" WOOD C] GUY POLE I " CABBAGE PALM c GUTTER 0. m J Oto Iz z r� IZ � m 10" CABBAGE PALM I 11" CABBAGE PALM -M II J +II 25.8' ,;A'. N11 9.3 12''C. BAGE PAL 15.0' I 11" C.8.5 JE PALM 9' LOT 2 BLOCK 2 I IN � -- ;E PALM �1 �; 8.5 9.3 115.05' (MEASURED) 115.00' (PLAT) p o LOT 6 CN LOT 1 BLOCK 2 0 CD N N U� LP rn rn 11" CABBAGE PALM N � N 00 fil Y f V)rri � c, I I .6' �1 LEGEND: LOT CALCULAT10NS: = EXISTING FLOW LINE TOTAL LOT AREA = 13325.51 SQUARE FEET (DIRECTION) = EXISTING ELEVATIONS IMPERVIOUS AREA: PROPOSED FOUNDATION = 4713.72 SQUARE FEET PROPOSED A/C PAD = 32.00 SQUARE FEET = PROPOSED ELEVATIONS PROPOSED DRIVEWAY & SIDEWALK = 987.07 SQUARE FE T TOTAL IMPERVIOUS AREA = 5732.79 SQUARE FEET = SET 1/2" REBAR STAMPED PSM#6146 = FOUND 1/2" IRON PIPE NO IDENTIFICATION (UNLESS OTHERWISE NOTED) = TREE (SIZE AND TYPE AS NOTED) = 4"x4" CONCRETE MONUMENT Reynold D. Peterson 1 00000a00000alo��onno 00 v� Digitally signiOo Reynold D. Men � � Lu Date: 2022A.� � 12:34:36-04'�`��o ' 00000���� � Q� 000000000ao' <F*'v- DRAINAGE NOTES: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS. 00.0 DRAINAGE LEGEND PRE -FLOW ARROW POST -FLOW ARROW (00.0) EXIST. SPOT EL. O TREE PROTECTION 00.0 PROPOSED SPOT EL. - • - PROPOSED SHALLOW SWALE X TO BE REMOVED SOCK DRAIN PIPE WITH POP-UP POP EMITTER GRAPHIC SCALE 20 0 10 20 40 OD ( IN FEET ) 1 inch = 20 ft. 80 ulo 1N !n [(n ILL LO 9 F Q 117 w�� � O IT Ju� W ^ J J cF J w Z ooui XYZ 2 co PPPIIm OOP6 OF Th5 [-0LIIMFM IAE �CON59EFdD 9ONtD 1.19 59X91 � iNE S'EIYIUPE M6I 9E YFR6LL9 ON NIf 9FLINONC COWS. Z Z 0 � W � W CV oLFn L W Q T- = Z C'7 � O W I REVISIONS SHEET NO. N11 9.3 12''C. BAGE PAL 15.0' I 11" C.8.5 JE PALM 9' LOT 2 BLOCK 2 I IN � -- ;E PALM �1 �; 8.5 9.3 115.05' (MEASURED) 115.00' (PLAT) p o LOT 6 CN LOT 1 BLOCK 2 0 CD N N U� LP rn rn 11" CABBAGE PALM N � N 00 fil Y f V)rri � c, I I .6' �1 LEGEND: LOT CALCULAT10NS: = EXISTING FLOW LINE TOTAL LOT AREA = 13325.51 SQUARE FEET (DIRECTION) = EXISTING ELEVATIONS IMPERVIOUS AREA: PROPOSED FOUNDATION = 4713.72 SQUARE FEET PROPOSED A/C PAD = 32.00 SQUARE FEET = PROPOSED ELEVATIONS PROPOSED DRIVEWAY & SIDEWALK = 987.07 SQUARE FE T TOTAL IMPERVIOUS AREA = 5732.79 SQUARE FEET = SET 1/2" REBAR STAMPED PSM#6146 = FOUND 1/2" IRON PIPE NO IDENTIFICATION (UNLESS OTHERWISE NOTED) = TREE (SIZE AND TYPE AS NOTED) = 4"x4" CONCRETE MONUMENT Reynold D. Peterson 1 00000a00000alo��onno 00 v� Digitally signiOo Reynold D. Men � � Lu Date: 2022A.� � 12:34:36-04'�`��o ' 00000���� � Q� 000000000ao' <F*'v- DRAINAGE NOTES: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS. 00.0 DRAINAGE LEGEND PRE -FLOW ARROW POST -FLOW ARROW (00.0) EXIST. SPOT EL. O TREE PROTECTION 00.0 PROPOSED SPOT EL. - • - PROPOSED SHALLOW SWALE X TO BE REMOVED SOCK DRAIN PIPE WITH POP-UP POP EMITTER GRAPHIC SCALE 20 0 10 20 40 OD ( IN FEET ) 1 inch = 20 ft. 80 ulo 1N !n [(n ILL LO 9 F Q 117 w�� � O IT Ju� W ^ J J cF J w Z ooui XYZ 2 co PPPIIm OOP6 OF Th5 [-0LIIMFM IAE �CON59EFdD 9ONtD 1.19 59X91 � iNE S'EIYIUPE M6I 9E YFR6LL9 ON NIf 9FLINONC COWS. Z Z 0 � W � W CV oLFn L W Q T- = Z C'7 � O W I REVISIONS SHEET NO. 00.0 PROPOSED SPOT EL. - • - PROPOSED SHALLOW SWALE X TO BE REMOVED SOCK DRAIN PIPE WITH POP-UP POP EMITTER GRAPHIC SCALE 20 0 10 20 40 OD ( IN FEET ) 1 inch = 20 ft. 80 ulo 1N !n [(n ILL LO 9 F Q 117 w�� � O IT Ju� W ^ J J cF J w Z ooui XYZ 2 co PPPIIm OOP6 OF Th5 [-0LIIMFM IAE �CON59EFdD 9ONtD 1.19 59X91 � iNE S'EIYIUPE M6I 9E YFR6LL9 ON NIf 9FLINONC COWS. Z Z 0 � W � W CV oLFn L W Q T- = Z C'7 � O W I REVISIONS SHEET NO.