HomeMy WebLinkAboutSD.1_STORM DRAIN (ACHD) - AREAS 1, 2 & 3 --- --- -------- ---------
----------- F
............
N
cv
14=2_
21-2
15- 6-2 1 18-2 19-2 1 20-2
42-2 41-2 4 2 1 39-2 38-2 1 1 37-2 36-2� i I. I I I I I I 2 17-2
P7
Jli I I i � i .2
Ln
DI-lB
L 8+67.78, -14.50
a. r
LIP: 2577.07 RIM:2577.07
.2 L---- LIP:2575.58
12"IE OUT:2574.07 (S) L--- --- 4+94.69,-14.50 L
---- -- UL t; e.
Q100:0.32 CFS RIM: 2575.58
12"IE OU
I r
DWA Q25: 0.23 CFS T: 2572.58(S)
L
m - ............ ............. D 1-2A a kt.
�+65\7.78, 14.50R - m m ... Q100:0.42 CFS m
29.00'OF 12"C-900 PVC 1.00% - I I - 4+94.69, 14*.*50-R... m U
RfM:2577.07 ............ Q25: 0.30 CFS
��ll - z
IE IN: 25��.78..(R)... ............ V100: 2.8 FPS RIM:2575.58 ............
t
oao
2"IE IN:257 < co _5 -
12',It biUT*`2573**66'*(S) 1 2.29(N) 29.00'OF 12"C-900 PVC 1. % ............
8
8w- Bw 8w- - aw �vv 8w 12" IE OUT:2572.19(S) E w ...8 ......r
.........................................Q100'**O.' aw 8w 8w V100:3.0 FPS 8 1
............... 44 64� ................ 8w 8w �w 8w 'E
Q25: 0.31 CFS\ W. MALBAR ST. Q100: 0.62 CFS ............ I
rl �.ram..a, >l
....................... W. MALBAR ST. C��3 L5 m
9+00 2E 10+00 Q25: 0.45 5+00 ................ 2E 6+00
8S bs r - 8S S-S
-8-S 8S 85 8S F 5 8S 42 85 8S 8S ss 8S UN 4-S
LIP:2577.07 K C) ...... .......... 8S
-20.00' wi 2578..,. LIP:2575.58
CN
..2577............................................ 2 FG-2577.18 2 /-L, FG:2575.70 2576........cm
c� .. ......
-SDR.35:PVG-@--2.63% 0.76'OF 12"SDR 35 PVC @ 2.97% ..........
0.76'OF 1.2�' Lq
\L-V ......
Z
........... V100: 5*.,1 V100: 5.5 FPS 37.
6 ......... 6
12"1 E:2573.66 ............... as
- 12"IE:2572.17 ........... 7
m ......
- - -, � +__ - - - k-� .. - - - -4............................... 7 m ................... ........ m CCWACT DKLM
....................................... 50.00' 1 77750. . 7 ............................................
RIM: 2577.32............ 3 00 80.00...................... 7- -j---50.00'
RIM:2575.83 3 RIM:2575.85 L \•.............................. ....................I 4&+KXM
---------------- ----- -------- ----- --------- --------------------- ---- / - EEF09E DKMG
SEEPAGE BED#1 --------------- --- 1-800-342-1585
RIM:2577.34
SEEPAGE BED#2
5
SG#� SG#2 5
1000QALS&G TRAP 1000 GAL S&G TRAP
TOP OF LOWER BAFFLE EL:2573.41
TOP OF LOWER BAFFLE EL: 2571.92
18" IE OUT:2572:16(E) 18"IE OUT72570.67(E)
CIA
Lu
A` U)
12-1 1 13-1 1 14-1 4-1 1 5-1 1 1 T_
6-1 7-1 8-1 0-
- - ---- ---- z
0
U) w
z
N N > <
m w
STORM DRAIN AREA 1 (ACHD) STORM DRAIN AREA 2 (ACHD)
u) :E
0 20 40 0 20 40
FEET FEET
0
Lu 0
W <
U)
0
w Lu
--��- I '' '
0
0------ --------- -
8S-8S-8S- ,18S S
OAL ENG
G\ST
o
5 8 W 8w-
............. LP 75-23
Dl-3A --- ............... 3+00 1p/0 OF
EROS��
7.00' 1+79.54,-14.50L ............ ......... Keyed Notes Notes
5.50'
RIM:2574.34 2575............
12"IE OUT: 2571.34(E) t c0\1 8 8 (00 '04 E
8 Q100:0.51 CFS 1. INLET CATCH BASIN TYPE-IV (FOR ROLLED CURB) PER ACHD 1. STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE fr - r- mom 0 c:
co >
SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SD.3). STORM DRAIN CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES cwo O• O• •
Q25: 0.37 CFS
AT THE INLET -COORDINATE TOLERANCES AND REQUIREMENTS WITH •-2a 0 (to Wo
PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN U) -r- 00 00 co Cc:
(D 2
50.00, 6 ................ ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET. ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE > _0 cc) 00 00 0 C)
77-
................. C\j C\j c\I
SEEPAGE BED#3- .................. 2575 .................. DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AS REQUIRED TO WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO 6 C3
" / i / ADDITIONAL PAYMENT SHALL BE MADE.
MEET ACHD STANDARDS. NO ADDITIONAL PAYMENT SHALL BE MADE. 0
co m
U)
10.00' 2. INLET CATCH BASIN TYPE-1 PER ACHD SUPPLEMENTAL DRAWING SD-601 c\I co
2
MIN. LIP: 2574.34 (SEE SHEET SD.3). STORM DRAIN PIPES ENTERING AND EXITING INLETS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT
4 All 30.17' 14.50'OF 12"SDR 35 PVC 1.00%
TOLERANCES AT THE INLET. DEFECTIVE WORK SHALL BE REMOVED AND
(25'MIN.)
V100: 3.22 FPS
REPLACED AS REQUIRED TO MEET ACHD STANDARDS. NO ADDITIONAL
uj ui
SDMH-3B PAYMENT SHALL BE MADE. oz
cli
1+79.54,0.00
co 3. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER C4
RIM:2574.63 �o
DESIGN GUIDELINES BMP#1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3).
uj _��12" IEIN: 2571.20(E)
2 0 .- 0
Ly 1 2-1 <�
12"IE IN: 2571.20(W) 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES
ZU N
2 12"IE OUT:2571.10(S) BMP#20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). 00
5. 10' PERIMETER STORM DRAIN EASEMENT - NO PLANTINGS PERMITTED AS
cn Dl-3B ..............
1 03 .90. ........... PER ACHD POLICY.
I 1+79,54, 14.50R
z
RIM:2574.34 6. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL 0
FG:2574.28
RIM:2574.82-
/ 12"IE OUT:2571.34(W) DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SDA). LOCATE
SG#3 Q100: 0.40 CFS MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD z
1000 GAL S&G TRAP C/7- Q25: 0.29 CFS STORMWATER GUIDELINES BMP#4 SHEET 2. 2 66
U)
00 >
TOP OF LOWER BAFFLE EL:2570.42 7. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE ui
3 11 LIP: 2574.34
18" IE OUT:2569.17(N) --- ----
-FEET INTO SEEPAGE BED (NON-PERORATED).AND 5
RIM:2574.85 La 14.50'OF 12"SDR\35 PVC @ 1.00% 8. CAP END.
PLf 6pi 4pi spi 4pi V_ 6PI 100: 3.00 FPS 6PI 10
IE:2570.67 F
E.G. 3'o
u,
716.41'OF 12"SDR 35 PVC @ 1.00%
16.75'OF 12"SDR 35 PVC 1.00%
�TV100:3.80 FPS 0
'T Z
Zi
vloo: 0 FPS
2 5 7 5- u
SDMH-3A
---------------\ - ;m I ad
T1 1+63.13,0.00 TOP 1.0
------------- N
G148 G148 G145 RIM-2574.69----------- 3148 -
C14 um
i� -.- -
7-12" IE IN: 2570.94(N) ------------- 03:
0
- dol z
12"IE OUT:2570.84(W)........................... .............................-..
TOE O •L •
11 ------------ -
-TOE
............................................
L
Lu
co
d
+
-L,)
" cr)
3: 5; C? op w
z of
< z c, 00
x 2 0 �0-0
F_ w cn C, c>
0 0-1 co
w < z
N 0- <
0 W LU 0- LL
Of 0-1
STORM DRAIN AREA 3 (ACHD) 0- 0- 0
z N
0 20 40 JOB NUMBER: I
I FEET IDB2355
DATE: 6-9-23
SHEET NUMBER:
21-2
..............aw 8w .........8 ....... ......
70.0
..... .....
ul li
SD. 11
w
w
Z: 0
U)