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12-86 3OF7-013r .s r, �I •I'I I i I- WHE LI Imm i I !II rAm [tom FI 90-0 0E CI sl A R/W S.W. 57 CT. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 BL "D" STA. 10 +00.00 BL "C' STA. 13 +34.28 R/W I I I w IwWm v' = U Q I INW I1� cl) . Z co c I I V) z 0 z F= z a U 0 N Z a W Li d z N N w III N BL "Cr 4 "C.D. 12" R.W.L. MIAMI, r LvmuA is i 4,2 ELEVATION INVERT 1 2 r .s r, �I •I'I I i I- WHE LI Imm i I !II rAm [tom FI 90-0 0E CI sl A R/W S.W. 57 CT. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 BL "D" STA. 10 +00.00 BL "C' STA. 13 +34.28 R/W I I I w IwWm v' = U Q I INW I1� cl) . Z co c I I V) z 0 z F= z a U 0 N Z a W Li d z N N w III N BL "Cr 4 "C.D. 12" R.W.L. NOTE s' j 1- SEE PLUMBING PLANS FOR CONTINUATION ON RAINWATE LEADERS (R.W.L.) AND CONDENSATED DRAINS (C.D.). 2- SEE SHEETS C7 -03 FOR DRAINAGE WELL STRUCTURE DETAILS. 3- CONTRACTOR SHALL COORDINATE STORM DRAINAGE WORK WITH WATERMAIN AND SANITARY SEWER INSTALLATION. 1 2 3 4 5 SUNSET DRIVE ENTRANCE DRAINAGE PLAN 6 7 8 9 10 11 12 13 14 15 m KEY PLAN D 17 18 m kximuu u Ir NATIONAL C[TY CENTER P.O. BOX 7033 INDIANAPOLIS IN 46207 (317) 636-1600 r L K THE COM COMPANY iui [.moom Road Mall SuIte 510 Mlami Beach, FL 33139 69051592.0493 =L=-' = =:' J cc < ( �1 c `© (J1L C ( T l C l I 0--L ( Zil, c cal c c c C C ( ( (. C H l� FI JV z Q Z S oWL • J r W 3 CrQ Z Lu m ca r'maIa,II�� I II 1 :�'1.•.' � ::'Ir MIAMI, r LvmuA is i 4,2 ELEVATION INVERT STRUCT. STATION OFFSET TOP BOTT. N S E W TYPE S1 10 +76.13 7.00 L 10.05 4.13 6.60 - 6.13 - NLET TYPE A lw c ' " S2 10 +76.13 7.00 R 10.05 4.07 6.07 - - 6.07 NLET TYPE A ;c 8 -7 -96 4" STORM SEWER C.o S3 11 +53.98 7.00 R 10.10 3.71 - 5.71 7.19 5.71 NLET TYPE A , 0 0.1 _ ..... S4 11 +53.98 7.00 L 10.10 3.65 - - 5.65 5.65 INLET TYPE A "I S1 INV. 7.00 „" C.O. B S5 11 +53.98 12.00 L 10.64 3.37 5.37 6.45 5.62 - MANHOLE 15 STORM SEW _3 CADD FILE NAME PROM -3.DWG S6 12 +72.12 7.00 L 9.82 2.30 4.14 4.30 4.32 - INLET TYPE B BL "D" INV. 8.10 S7 12 +90.00 12.50 L 10.45 0.00 - 4.10 7.19 - WELL STRUCTURE S8 12 +72.12 7.00 R 9.82 2.38 4.38 - 6.90 5.52 4.38 NLET TYPE B S9 13 +75.74 17.00 R 9.82 2.12 -4.12 4.12 6.90 4.35 NLET TYPE B S10 13 +85.00 12.00 L 9.90 0.00 - 4.10 6.65/6. 7 - WELL STRUCTURE S2 S11 13 +75.74 7.00 L 9.82 2.41 4.41 5.25 4.41 - INLET TYPE B I S12 14 +37.54 7.00 L 9.82 2.57 4.57 4.57 5.79 6.90 LET TYPE B 11 v a 0 10. 0 c ■ , 15" STORM SEWER I ®0.1 S13 14 +37.54 17.00 R 9.82 3.90 - - - 5.90 LET TYPE A [ANHOLE ® 0.5% S14 15 +39.00 16.00 L 10.4 2.19 4.32 4.32 4.19 - � ■ , S15 15 +41.16 9.77 L 9.82 2.17 - - 4.17 4.18 INLET TYPE B S16 15 +41.16 8.92 R 9.82 2.12 - - 4.12 4.12 INLET TYPE B S17 15 +32.00 17.00 R 10.45 0.00 4.10 - 7.20 6.62 - WELL STRUCTURE S18 11 +83.54 7.00 R 10.12 2.12 - 4.12 4.12 4.36 MANHOLE ■ I 10 "R WL 4,. C.D. S19 11 +74.54 6.00 R 10.2 0.00 5.78/5.34 - 4.10 4.10 WELL STRUCTURE S3 S20 11 +11.86 11.00 R 9.92 2.25 - 5.86 4.25 4.25 INLET TYPE B S21 11 +11.86 11.00 L 9.88 3.96 5.96 - - - INLET TYPE A 4 "STORM SEWER''' "STOR SEW S22 10 +59.95 25.04 R 9.88 2.12 - 4.12 - 4.12 INLET TYPE B ® Ofd @ % , S23 10 +58.00 14.00 R 10.00 0.00 4.10 5.79 - - WELL STRUCTURE NOTE s' j 1- SEE PLUMBING PLANS FOR CONTINUATION ON RAINWATE LEADERS (R.W.L.) AND CONDENSATED DRAINS (C.D.). 2- SEE SHEETS C7 -03 FOR DRAINAGE WELL STRUCTURE DETAILS. 3- CONTRACTOR SHALL COORDINATE STORM DRAINAGE WORK WITH WATERMAIN AND SANITARY SEWER INSTALLATION. 1 2 3 4 5 SUNSET DRIVE ENTRANCE DRAINAGE PLAN 6 7 8 9 10 11 12 13 14 15 m KEY PLAN D 17 18 m kximuu u Ir NATIONAL C[TY CENTER P.O. BOX 7033 INDIANAPOLIS IN 46207 (317) 636-1600 r L K THE COM COMPANY iui [.moom Road Mall SuIte 510 Mlami Beach, FL 33139 69051592.0493 =L=-' = =:' J cc < ( �1 c `© (J1L C ( T l C l I 0--L ( Zil, c cal c c c C C ( ( (. C H l� FI JV z Q Z S oWL • J r W 3 CrQ Z Lu m ca r'maIa,II�� I II 1 :�'1.•.' � ::'Ir MIAMI, r LvmuA is i 4,2 (305) 666 -5474 A.A.C. 000404 OLIVERIO SANCHEZAE. CIVIL ENGINEER FL.REG.NO 44.771 sst lw c ' " - PRO POSED BUILDING A ;c 8 -7 -96 4" STORM SEWER C.o �© �� ' '� '� •� 000 , 0 0.1 _ ..... "; _ U "I S1 INV. 7.00 „" C.O. B CL CL 15 STORM SEW _3 CADD FILE NAME PROM -3.DWG DRAWING TITLE DRAINAGE SHEET NUMBER ® 0.5% BL "D" INV. 8.10 _ , SCALE. 1" 20 1 /'`00 S2 ' . I 15" STORM SEWER'* " ®00 IMAM mulgimm 0000 11 v a 0 10. 0 c ■ , 15" STORM SEWER I ®0.1 ® 0.5% ®�0 : : : • � • : : • 000 SEWER � ■ , 0 0.1% . C.Q. 9.00 C.O. S5 I I NV. 7. 4 Boa :.: . �: �� . �: �.: . � ■ I 10 "R WL 4,. C.D. ® 0.5% S3 .' 12" R.W.L. 4 "STORM SEWER''' "STOR SEW ® Ofd @ % , - -- -- - - -- -- I` NOTE s' j 1- SEE PLUMBING PLANS FOR CONTINUATION ON RAINWATE LEADERS (R.W.L.) AND CONDENSATED DRAINS (C.D.). 2- SEE SHEETS C7 -03 FOR DRAINAGE WELL STRUCTURE DETAILS. 3- CONTRACTOR SHALL COORDINATE STORM DRAINAGE WORK WITH WATERMAIN AND SANITARY SEWER INSTALLATION. 1 2 3 4 5 SUNSET DRIVE ENTRANCE DRAINAGE PLAN 6 7 8 9 10 11 12 13 14 15 m KEY PLAN D 17 18 m kximuu u Ir NATIONAL C[TY CENTER P.O. BOX 7033 INDIANAPOLIS IN 46207 (317) 636-1600 r L K THE COM COMPANY iui [.moom Road Mall SuIte 510 Mlami Beach, FL 33139 69051592.0493 =L=-' = =:' J cc < ( �1 c `© (J1L C ( T l C l I 0--L ( Zil, c cal c c c C C ( ( (. C H l� FI JV z Q Z S oWL • J r W 3 CrQ Z Lu m ca r'maIa,II�� I II 1 :�'1.•.' � ::'Ir MIAMI, r LvmuA is i 4,2 (305) 666 -5474 A.A.C. 000404 OLIVERIO SANCHEZAE. CIVIL ENGINEER FL.REG.NO 44.771 sst lw c ' " - PRO POSED BUILDING A ;c 8 -7 -96 4" STORM SEWER C.o BID SET lJ REVISION DATE 0 0.1 _ ..... "; _ U "I S1 INV. 7.00 „" C.O. B CL CL 15 STORM SEW _3 CADD FILE NAME PROM -3.DWG DRAWING TITLE DRAINAGE SHEET NUMBER ® 0.5% BL "D" INV. 8.10 _ , SCALE. 1" 20 1 /'`00 S2 ' . I 15" STORM SEWER'* " 15" STORM SEWER I ®0.1 ® 0.5% 12"STORM SEWER 0 0.1% . C.Q. 9.00 C.O. S5 I I NV. 7. 4 18"STORM SEWER I 10 "R WL 4,. C.D. ® 0.5% S3 .' 12" R.W.L. 4 "STORM SEWER''' "STOR SEW ® Ofd @ % , C0• 4" C.D I` _... ' 2X0 ;1 V,... 4.90 N TORM 4 "S SEWER 0 ® 0.5% 24 7STORM SEWER 10" R.W.L. 3 I' ® 0.25% 24 M S6 SEW r «.. . • C.O. ,. V 8.10 4 "...STORM SEWER S8 ,.IN -s ®0:1 % 13� C.O. I <: C.Q. 00 C.O. INV. 5.75 ®1.0% INV. 9 .. �'` 24 „ STORM SEWER :r INV. 5.70 127'RWL " 15 STORM SEWE ........ ...... D 5% 4" C.D 4"STORM SEWER . , S11 ®0 25% 4 "STORM SEWER ' C'O 24 "STORM SEWER RM SEWER I1V.6.75 0.25 ® 0.25% 14 +00 1.% :.> S12. C:O: , I NV. 8.45 .................. S14 12" STORM SEWER _ CV sio ►' L0 _ S9 'L • S15 PROPOSED " C.O. C.O:. BUILDING B 11� " ` R ® 0.5% 1 +00. 247STORM SEWE T' • • INV. 6.60 - -�L INV. X3.10 `� "STORM " Q 4 SEWER , 10" R.W.L. ..,...:(� 1. o S17 S16 03 INV. 8.82 ::> •. 13:.:.. 4" C.D. 24 STORM ""SEWER'' =:. - INV. 7.85 . x - - - J ® 0.25% INV. 7.45 "STORM :...:. '... 10 °NORM SEWE .............. - .....:. C:O::.: <:: «:::.: -' ........... 4 SEWER : F C.O. 10" STORM SEWER i - :;:; -:: : `> ' INV. 8.6 C.O. INV. 8.05 Q ® 1.% 8" R.W.L. 4.. C.D r:: 8" R.W.L. 4 "STORM SEWE 4" C.D ® 1.0% NOTE s' j 1- SEE PLUMBING PLANS FOR CONTINUATION ON RAINWATE LEADERS (R.W.L.) AND CONDENSATED DRAINS (C.D.). 2- SEE SHEETS C7 -03 FOR DRAINAGE WELL STRUCTURE DETAILS. 3- CONTRACTOR SHALL COORDINATE STORM DRAINAGE WORK WITH WATERMAIN AND SANITARY SEWER INSTALLATION. 1 2 3 4 5 SUNSET DRIVE ENTRANCE DRAINAGE PLAN 6 7 8 9 10 11 12 13 14 15 m KEY PLAN D 17 18 m kximuu u Ir NATIONAL C[TY CENTER P.O. BOX 7033 INDIANAPOLIS IN 46207 (317) 636-1600 r L K THE COM COMPANY iui [.moom Road Mall SuIte 510 Mlami Beach, FL 33139 69051592.0493 =L=-' = =:' J cc < ( �1 c `© (J1L C ( T l C l I 0--L ( Zil, c cal c c c C C ( ( (. C H l� FI JV z Q Z S oWL • J r W 3 CrQ Z Lu m ca r'maIa,II�� I II 1 :�'1.•.' � ::'Ir MIAMI, r LvmuA is i 4,2 (305) 666 -5474 A.A.C. 000404 OLIVERIO SANCHEZAE. CIVIL ENGINEER FL.REG.NO 44.771 lw c ' '`.(SSUESDATE ;c 8 -7 -96 BID SET lJ REVISION DATE 0 z _ U w - O B CL CL _Q _3 CADD FILE NAME PROM -3.DWG DRAWING TITLE DRAINAGE SHEET NUMBER A 11 OF 39