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