HomeMy WebLinkAboutSht C1.2 - Overall Drainage Plan Rev 2 05-19-20 /
/ CURB INLET #12 / o
/ *t 4953.16 /
/ INV THRU 4948.50 / }
/ ,PtPE 15 m ro ro
/ 15" ADS SD SCALE
PIPS 16
2 S CURB INLET #13
�29' - 0% TBC 4953.16
/ 15" INV OUT 4948.66 0 0 1hwh= 4W w w
21"ADS SD ETS \ TEL PIPE 14 a9`'"' P ae`'� 4957 \ �\ > >
(NV OUT 947.55 Tip EL TEL TEL w w
/ RIP P OUTLET W TFI rEL -_T" TEL 4956.0CE
-50' 5=2.26%_ - _ _
/ PIPE A q\\` I DOUBLE CURB INLET #11 o- TEL jEL o- TEL �EL TEL -TE TE� reL / o
21" ADS \ \ l TBC 4954.1 rEL -TEL _TEL
�.� cn w
L=56' S= .Oj/ \\ \ q\\ // 18 INV OUT 4950.1 S ` S S _s-- S S s� a a
v
60" OW CONTROL \ \ pg FL
FLAT T MANHOLE \\\S_� .0►
RIM 4955.9
A\ PIPE 13 I w w
OVERFLOW WEIR 4954.0 \ 15' ADS SO
/ WEIR WIDTH 5.25" \ sa vL=82' 5=0.5% > -- -- -- -- _
/ 18" SUMPCURB INLET #10 - o- S S S a oz N
21" INV THRU 4948.1 P \ # / ss S ' S4Y-i
S S S
I \ TBC 4953.92 t.
PIPE 18 \\\ 18" INV OUT 4949.63 -
21" ADS SID I �., \� �i\N \Q�\ � F.F. \L=46' 5=0.5%OUTLET STRUCTURE WITHPIPE 12RIM 4953.0 18"ADS SD �.8 r � � 7 r-{
21" INV IN (N) 4948.34 \ L=156' 5=1.81% % I II 1 I I 1� 1 1 N 1 I? 1 1 1 I� 1 I A 4957.0 No.,oazs ac
21" INV OUT (S) 4sump \ \ \\,. t I 1 ti I 1 11 I I \�\ \ _-- FUTURE
18" SUMP I . � .� \q CURB INLET #s I I I I I 1 1 I I I I I I I I I �' S �
\ TBC 4955.65 1 ' ' I I 1 I 1 0 I ' I 1 1 I I /
\ 18" IN THRU 4951.65 FF ELEV CURB INLET
FF ELEV FF ELEV 1� FF ELEV / j /�wZ r-n \ EUTURE ADS
\ 4953.5 \v �� 1 _ 4959.5 / n SD�PE
4960.4 I _4961.4 I 4%2.2 _ / FF ELEV / .�® ®/ / 495g DRAWN BY: CGB
m 10 - PIPE 11 L� CURB INLET #8 Lit- J L_ - _ L_.� /4 'p 0
R-TANK UNDERGROUND Ln spy 18" ADS SD -- =TBC 4958.0 ____ -� d1 t- - - -�_ _1 CURB INLET #1 4963.5 / �� / / / -FU URE STORM REVIEWED BY: DAD
STORMWATER DETENTION FACILITY - ------- - L
-- - ------- ---
------ --
\\A L=160' 5=1.13% uP 15" INV THRU 4954.0 lP up UP -u UP uP uP u uP_uP uP TBC 4961.32 / //
/� / \ -r� �` WATER��ASIN
2,297 SINGLE+MINI HD MODULES 15" INV OUT 4958.0 / / / ( HI, ^�� PROJECT ENGINEER:CGB
FOOTPRINT AREA: 7,067 SF \ \
BOTTOM OF MODULE: 4949.33 \ \\ PIPE 10 PIPE g y"\ ` s/ / //�PHASE -� Ji \� , DESIGNED BY:CGB
TOP OF MODULE: 4951.5 \ i� Q Sp W _15"ADS SD V ,,, W W _18" ADS SD 48" SDMH #1 °� / /7`\ LINE ` 6�1
ARNOLD L=284' 5-0.75% N� \ --
i L=29' 5=1.88% _ _ RIM 4959.66 \ 1
5.049540 \S\' S - - - - - - - 15" INV THRU 4953.66 W W PIPE 1 a� � / fj� / Icy V�
36"AREA DRAIN 4956.0 49 \ S S S -8T) - S ll - 15" ADS SD \ ,�{�\ �C IF-� r --- !
RIM 4956.0 I __---_ --- ___ �� _ _ �•, I L-29' 5-0.5% �W «\ �•! &-�
15" INV THRU --PHASE r-- err _ ------ -- Ij/\ 5/y� -- V
LINE L -� L�up P - --rf=
_ �\ UP UP UP UP UP UP UP _ - PIPE B \\ \\ '\ /y I�
----- 1---_- - q r
r` -J STORM WATER SURFACE I ��, I II CURB INLET 7 -� -, D 15"ADS SD -
I DETENTION BASIN I 3 TBC 4958.0 # F--- II CURB INLET
PIPE 22 I 4:1 SIDE SLOPES PIUPE #23 I r�i (l ` PHASE L�118' S=2.85% PIPE 2 --TBC 4961.32#2 - 5�
FUTURE 15" ADS \ 118" INV THRU 4953.45 LINE /y A PHASE - --� I ELEV
15" ADS SD o # L=1 ADS SD \ \ ¢
I TOP OF BANK 4955.0 I III - �T CURB INLET 5 15" INV THRU 4957.85 \ \LINE __
L=24' 5=0.5% v'", I TOP OF WATER 4954.0 SD PIPE 5=0.5% I _J a I � TBC 4962.7 L=150' 5=2.69%
INV OUT 4952.25 OUTLET GRATE 4953.0 II � 15" INV THRU 4957.07
o l I FUTURE DOUBLE --11 ' l`o - \ �1 -
I •FFELEV f�'� _ _ CURB INLET #16 ��3 �-TTT-� I --�) I � I I I PIPE 6 •_____ \ �\ \ � -� I I ' �, I•a
PIPE 21 I j - I III - I __�l 1- V6 - PIPE 5 \ \ \\II\\
15" ADS SD I 15"ADS SD iz 15" ADS SD \
4962•Qt I _ II CURB INLET #6 L=26' S-0.75% \ y
0o L=1 ss' s=os% oa _____
I �� I I - I I _ I TBC 4962.70 l -
L=46' 5=1.63% < _ CURB INLET #4 CURB INLET 3
PIPE #24 o f -J I I 15" INV OUT 4958.7 L 1 #
I I I ., TBC 4962.9
L FUTURE 15' ADS _ J-LLJ-L� � 1 -II LlL TBC 4962.8 , - _--
gg5'/.0 �� �C\1� r - 3 •15" INV THRU 4957.31 - ,
SD PIPE 5=0.5% I I I I p p dv� I r 15" INV THRU 4958.08 v
36" AREA RI�4195H 7 -- -------L1 T r J T 4 V V �' T J �I c s s \ ,� W �1 C)
15" INV THRU 4955.4 (�_I �L Q. 0 0 �,\ TE TEL
----- T-�T�-T L� I--I
T v I I ��- PIPE $ r
4956.0 8 I I Id r�b l eI �I I
I I I I I I I I �V1 I I �� 1 1 1 1 1 � I I I I lie I III _ 11- �_� I I
LiL NUETR#17URB - I I I -- __ �---15" ADS S7 W W W W W Wb-----7
__ J L
J� T D
L�to ®` �J- _L � I L=29' S=5.24% I �'I PIP E 3 FF ELEV
I l 9 3 l c 15"ADS SD 4%7.5 fF-- --� - - -F ►a
I T ,4 T ,4 , `.�� ` --71 FF ELEV �j PIPE 4 6� PHASE
Y-- ---14 14 -� 6 1 v L=63' S=0.3% _ IIL-- -- I
--71 15" ADS SD I LINE
¢966,Qf I IL__ __yl
�I � �� �! L=76' 5=0.3% �^ I I I _LINE PHASE
L L----------� a
PIPE 20 __ ---- ----� -� �- IL.LI--L.i�I
J I 24"AREA DRAIN #1 I IF -
I� b Q _ I �-- - � FF
15" ADS SD I___I___I I_- _I I___I r- - - I RIM 4961.8 L J
L=306' 5=1.7% -- I -J II N�T7 TZ�VI IIII �� ---"�---_� II IIII I I 'Q 15�INV OUT 4958.5 1 L�) (c-
¢ •� I�
r--1 I.LJ-LIJ-L�.✓ �1 --- ��� # 1 -
I _ c 1 24" AREA DRAIN 2 1 r _�
4959,0 __ _
� --N1 � RIM 4964.75 t � IY-ci I I� c � a FF ELEV --
- - -- -- \ \\ \ I 1 15" INV THRU 4958.3 -
a _ 4969.85f �j \ \ 3 I I tr--
7 \ \ l I P I fF-" Il---J
L I------ T-�T�
e�l Il l t�C t�I l s� ) I r� -l- I �I , r Lo V A I 1 --- I r
--- II I I I �� M
p --------- ---�rr�rr. ii- --�
4960'
a �� J �j \ \ I FF ELEV li 1i6l W
PHASE \ \\ 1 I 1 \\
I I I III J V�Q _ III LINE \ \\ ` I 4966.65
I I U �o_0� I IIII �\R L
I- �-- �-TTT-� � Q d� t� L�__II �I`�'I
�j . . Gl N
r---
• I ���'sS�- I II I I I I I I I ly Lz-- 1 N
FFELEV 4961.0 I JF-1 4968.0f F�
CURB INLET #15
TBC 4965.1
15" INV THRU 4960.E
EXT'G FIRE L� ----� -} ITLLa��I PHASE $
HYDRANT - n___ � I� II Lt= LINE 6_ �J L- -----p----J
- - - - - _ dri - 4-r------ --------- --m----------- r-- CJ� U
n an dr� do do�- do n - an do an do do do do do an an L>a
PIPE 19 ��----I------ 1--- - - --- ---- --- -- - - ---
b
�___ F.
W W W W W W W W W W W - 00
0 III °
ss S s S ��a���ir swrrrs�>t.1 ��`��3
b DRIVE III
UT'G 8" PVC o N IIII s ; SHEET
SAN SWR MAIN 0 bq0 0 nna�yy ���pp�••
i��•b
EXT'G 8" D.I.
WATER,MAIN #1 q I c a bb a p9y60 4 5go NEXUS POINT
TBC 4965.1 DRAINAGE PLAN
15" INV OUT 4960.76 9 I a
mo o PROJECT:18-127
DATE:06-19-19