Loading...
HomeMy WebLinkAboutSht C1.5 - Drainage Plan - Rev 2 05-19-20 / 17R8 INLET #12 53.16 / 4948.50 / } m Pfl'E 15 zroro 15" ADS SD SCALE Q 2 / t i CURB INLET #13 m j__2 .ox' / TBC 4953.16 \ / 15" INV OUT 4948.66 0 0 1hc6= � w w 21"ADS SD EFS \ \ P E 14 ' 1 - > > (N o V OUT 947.55 Tip L EL TEL ) TEL - - - - - r \�\\ \ \\�\ �\ I-i w w / RIP P OUTLET \ W-50' 5=2.26 rEL_� i _ -- - - - _ - - 4�56,0_ ° _ PIPE , / q ` DOUBLE CURB INLET #11 f a TEl \✓ \ - TEL \TEL \"� TEL TEL rE�TEL(-TEL TEL s o 21" ADS \ J TBC 4954.1 f rEL iE_L`-TEL TEL -� > L=56' S= .0% / �\ \\ // 18" INV OUT 4950.1 SS f _ _ - �- - - S S� �_ S S S a a 60" DIA OW CONTROL \\ ` pg _ \ p \ \ 1 �`-- a�� N FLAT TOP�MANHOLE 1 I \\„ ®�. V "� ' F \ \ L1� \ 1 1 [. > > OVERFLOW WEIIR 4954.0 I SSSGGG A M 4955.9 PIPFE WEIR WIDTH 5.25" \ yp �1 ADS SD -_ -- -- I{ / �w L=82' 5=0.5% > / � l - _ 18" SUMP I I \ �' CURB INLET�10 - S S S a / _� \\\ ~ oz ~ N 21" INV THRU 4948.1 I \ # i ss S S S S S �o \ TBC NV OU 2 ✓ t. PIPE 18 \\\ 18" INV OUT 4949.63 21" ADS SD L=46' 5=0.5% i \ OUTLET STRUCTURE WITH PIPE 12/ �% `i 8 ADS SD RIM 4953.0 21" INV IN (N) 4948.34 11 -" L=156' 5=1.81% ®® I I�I T V I I I I N I I I I I I I R• T.\ f ~ \4�57 _ No.�oazs ac 21" INV OUT (S) 4949.3I o \ \ \\ S �,.� /1l I, I I I / I I 18" SUMP I I�. \q CURB IN6E>f#9 I I I I f1 I I I I \ TBC 4 5.65 I / I I I I I I I oCp 18" 1P1V THRU 4951.65 IJII I j I I FI I I/ 4- \ 9535 \q \ // / I L _ / L- ._/ _ � _ / ® { r -_ � �� �Ogg DRAWN BY: CGB \ wo . CURB INLET #8 �`_ -�- L- L _ 1/ �B- R-TANK UNDERGROUND '( v spy 1Q� DS SO -TBb 4958.0 _ - _ -� _ 1�- -- -�- 1 CURB INLET #� / / ))P/,// REVIEWED BY: DAD STORMWATER DETENTION FACILITY �• - " ` --- ------ - -- t----- - L TBC 4961.32 / / C 2,297 SINGLE+MINI HD MODULES I • \\°'O L=160' 5=1.137 uP 1 INV THRU 954.0 1P�uP UP -u uP up uP u uP uP �, { f PROJECT ENGINEER:CGB FOOTPRINT AREA: 7,067 SF \ .� \ \15" INV OUT 495 0\ \ / \ PIPE 1{( PIPE 9 > �, � DESIGNED BY:CGB BOTTOM OF MODULE: 4949.33 I I \\ �Sg / 15"ADS SD •.• _18" ADS SD 48" SDMH #1 W W TOP OF MODULE: 4951.5 \ / Q \\�E - d V W / - L=29 5=1.88% -� RIM 4959.66 \ - 4954,0 \ ARNOLD Z L=284' 5=0.75% PIPE 1 5.36"AREA DRAIN 6.0 S 9� 7 S S 8� S - 15' INV THRU 4953.66 - 15" ADS I - J 4957.0 - _ RIM 4956.0 I v ��\ �, I,/^ �' 9' 5=0.5% 15" INV THRU I I IIII I _ UP UP �1P uP P UP UP UP f / STORMWATER SURFACE / CURB INLETf#7 _ E 15"ADS SD -- -- -- - PIPE 22 l DETENTION BASIN 3 / TBC 495 0 J - L=118' 5=2.85% -- PIPE 2 CURB INLET #2 4:1 SIDE SLOPES / --- -TBC 4961.32 \ 18" INV/FHRU 4953.45 A / - 15" ADS SD TOP OF BANK 4955.0 1 B-ML 15"ADS SD \ .TBC #5� 15" INV THRU 4957.85\ \ / L=24' 5=0.5% I OP OF WATER 4954.0 j / TBC 4962.7 L=150' S=2_69% INV OUT 4952.25 II / OUTL�f_RATE 4953.0 f / I� 15" INV THRU 4957.07 � �'sS PIPE 6 - --------PIPE PIPE_2 / / I CURB INLET #6 L526'DS OD75% _ 15"ADS SD 15" ADS SD Ip / - Y - TBC 4962.70 CURB INLET L L=46' 5=1.63% - -B6 155' S=0.5% / / / 15" INV -a958.7 �- //�" �I' CURB INLET #3 \ Z 9 3 15C/INV6THRU 4957.3' `2.9 TBC 4962.8 ` ® QI � 15" INV THRU 4958.08 \ 36" AREA DRAHJ / -_ %- / ` 0 \` ��LT}--rE TELN CJ1 u 0 -RIM_495H.7 / ' 5 \ \ 15" INV THRU 4955.4 f \ r _ �`�\ S S PIPE W - W �W_ L=295"SA 5524% III PIP1 3 / _--�- _ L^�I 0 SO 15"11ADS SD 1 i I / f _\ I=I r� 3 PIPE 4 L=63' 5=0.3% / \ 15" ADS SD PIPE 20 4 AREA DRAIN #1 �I / 15" ADS SD RIM 4961.8 � L=306' 5=1.7% J / y I I 15" INV OUT 4958.5 _4959-0 // f / II v -/ 1 1 - \ - 'T 24" A EA DRAIfJ #2 RIM 4�64.75 \ t 7 r 15" IN THRU 4 8.3 \ 0-4 \ f 0-4 y 3m \ CURB INLET 15 // �. --� 0 TBcasss.l IN / / _ / �n � \ ^Lj l� / / ^ � � � W � 15" INV THRU 4960.E / / l 1 i Z o [� EXT'G FIRE _ / �'HYDRANT - _ J r \ - °J do ---- ------------- ----- -V - _ _ pig do�dn do do do do n /do do do do do do da do an do b W W W W �N W W W W W IIII - -' a00 ss S s ��s a >r swrrmprl a .7- �' •- ,/ �' _ _ \• DRIVE EXT'c s" PVC > o l r / N ✓ Mir / /`•1 r n�SHEET SAN SWR MAIN 0 exa' / f �'� / ` �� �. C1a5 EXT'G 8" D.I. I I 4 I NEXUSPOINT WATER-MAIN r 49s9 i / / �6 J / h I a DRAINAGE PLAN 15" INV OUT 4960.76 / _ N ® l PROJECT:18-127 DATE:06-19-19