HomeMy WebLinkAbout03-106C 41 RIP-RAP PAD
1 BEHIND 404 PERMIT LINE 14151.4 1 N- 1 #4
3"
27
LINE'B2,,'
N13'55'0 E
29
L=16 10'
PILLWAY P Z�
-----------35 C.L.CB#4.W=7',V=3.2'DETAIL HEREON"
19+66.09 ST-STA.= ------�
1+92.50 BEG. PIPE ALT. DETAIL
ci�q WING WALL
24 CMP RISER
0 <�
11 14181gRIM --FS-XUNU PIPE REINFORCING
PIPE INV.
1490
ELEVATION
TRACT BOUNDARY r -t
481-N TOP OF BAFFLE WALL
p i 0
38 1406 1 4
I-HIGH RIP-RAP�#3 BACKING) m
2 CL.
I htiLipo DIA. L E F W
TO 3 DRAIN ROCK ON TOP -T-
BERM W/I
I L--l= I
�//`BAS I N 1 30- 14'-0 5/8-12'-3-13'-4 1/2-1 111 @RIP-RAP.PAD
+��484
RIP-RAP.
404 PERMIT LINE z
7 1484.0 1
r#T_ I5� 1:�=
SPIL AY % 14'DOUBLE E
35 HE DRIVE GATE
DETAIL EON I
7
SECTION D-D
X E"' Z
T5 B LIN 'Bl' LAN m
58 0___t -
TW
-t�-:1=�1----,� --I : -,---4
2% (STALL C.O. 1487.5
148J.8 RIM J H S=0.2t: 1482.7 RIM -VpIoo
1481.8 PIPE IN' �::jp 7 ps_E_vrj :4.3 f -#4 2
FL 22.3 ds
6*HIGH 5'WIDE
Z� gym: la fp� OPENING(BOTH SIDES)
5- 2'
J-
FACING CLASS
L 6
A4B2-0 I �CLI al Q:- 7T 1484 FL RIP-RIP�
❑ H 7"\
W E
LINE 77=*
'2
BASIN 'o.
-Z 11-WIV
0. 000.
487. RIM 2 - 111 4
11481.. PIPE INV. 444 ft *ITI 3'CL 0.,
0 0 4 D 12;:�-� 3�0 0 0 020
-0-
D
I D 1- 4
ALTERNATE 10, I(yf I
37 TRACT 30754-2 1 DETAIL 8 16-1
492.6
c SECTION E-E
3/8'FILTER FABRIC
1 L_I I ILL;;- WRAP CLOTH AROUND BASE
L->E
7_1
\ 1491 .8 i aw / -
32 PLAN e
J J= HEADWALL DETAIL
WITH APRON
3+00
1+00 2+00 (PER SW DJEW REGIONAL STANWO DWG 0-34.075.)
a
N/W BASIN
NOTES:
l.EXPOSED CORNERS SHALL BE CHAMFERED 3/4'.
# 4 RE13AR 2.MULTIPLE PIPES SHALL BE SET A DISTANCE OF D/2, Do
m
WITH A V MINIMUM BETWEEN OUTSIDE DIAMETERS OF PIPES.
3.TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL
GROUTED RIP- TO PROFILE GRADE WHEN THE GRADE IS 3%OR MORE.
(MEDIUM CLASS WELDED
WELDED 4.SKEWED PIPES: DIMENSION W SHALL BE INCREASED IN WIDTH
TYP. OR LENGTH DUE TO SKEW OR MULTIPLE PIPES.
1, 4- 1. 404 PERMIT LINE 6 WROUGHT IRON FENCE 5.FOR PIPE WALL THICKNESS GREATER THAN 3%
1 I:,V-2'BASIN A ALTERNATE DETAIL-B SHALL BE USED.
DETENTION BASIN o I ±7' BASIN B k-L CREEK 12" 42"MAX. 6.CONCRETE SHALL BE 560-C-3250
82.8 FG BASIN A
84 FL 81.4 FG BASIN B FINISHED 1/2 x 2" STEEL STRAP WITH
EX. GROLIND�BAS IN A 100-YEAR W.S. ELEV.=1479.4 SURFACE 3/8- BOLT 5'
BASN 8 00-YEAR W.S. ELEV.=1479.9
5:1
BASIN A BOTTOM=82.0 THICK CONCRETE 59 DETAIL A
BASN B BOTTOM=81.6 I* MIN. 4" THICK CONCRETE
LL 2' SEE Is.PVC SPILLWAY
_j 6"x6*-WI.4xWl.4 WELDED WIRE MESH (MIDWAY) m DETAIL 3"THICK CONCRETE
d OR APPROVED EQUAL WITH 6"X6"-Wl.4XW1.4
6-MIN. 6-MIN. 81.7 INV. WELDED WIRE MESH
(MEDIUM CLASS) 6- 1
6-MIN. I RIP-RAP RIM ELEV-83.5
**10-1/2- HOLES CONCRETE CHANNEL A SECTION H-H 2 ROWS OF 5 HOLES NOT TO SCALE
24' ONLY ON EXPOSED
6"x6"-W1.4xWl 4 WELDED WIRE MESH CONSTRUCTION NOTES: PART OF RISER
(MIDWAY) OR APPROVED EQUAL 1 4 0
(&-CONSTRUCT 6"PVC DRAIN SDR-35 3 u
4"THICK CONCRETE 30 CONSTRUCT 18" RCP-CLASS IV 33
84 FL 2 >
,6 MIN.CONSTRUCT 24" RCP - CLASS IV 81.5 2% MIN.85 TB 85 113 (D-
SECTION A-A �Aa%, WSE=84.2 CONSTRUCT CATCH BASIN NO. I PER RCFC: &WCD SM. DING. NO. CBIOO ........... OT-81.61 INVERT=81.51 2
CONSTRUCT
R_- ....... ....
3 CONCRETE HEADWALL PER DETAIL HEREON
16, 4 11
CONSTRUCT CONCRETE HEADWALL WITH APRON PER DETAIL HEREON Cc c:UCT S 6" PVC PIPE--J
MIN.(TYP.) CON SPILLWAY PER DETAIL HEREON GRAVEL AROUND RISER
--+--L WITH 0.5% MIN. 2' HIGH 13Y 3' WIDE WITH r CC]
I A.C.PAVEMENT OVER SECTION J-J 6 CONSTRUCT PIPE BEDDING WITH CONCRETE BACKFILL PER DETAIL HEREON SLOPE MIRAF! 140 FILTER FABRIC WRAPPED
Ll=l 7*AGGREGATE BASE
AROUND GRAVEL
CONSTRUCT 6' HIGH CHAIN LINK FENCE PER RCFC & WCD DWG. M801
6
CONSTRUCT 4* THICK CONCRETE ACCESS ROAD
CONCRETE BACKFILL 39 CONSTRUCT 30' RCP - D LOAD PER PROFILE
SPILLWAY-BASINS A + p35 C.S.P. RISER DETAIL
1/2 O.D. NOT TO SCALE 40 INSTALL 24" RISER PER DETAIL HEREON NOT TO SCALE
40
I"MAX.GRAVELINSTALL 24- RISER (SEE NOTE AT RISER DETAIL)
12*MIN. 41 INSTALL LIGHT CLASS RIP-RAP, 2' THICK 40-1/2"HOLES® 6"O.C. (BOTH WAYS)
CONSTRUCT 3" THICK RECTANGULAR CONCRETE CHANNEL PER DETAIL ON SHEET 7
PIPE BEDDING WITH CONCRETE ISIAgEE" SCALE.20' ks- BuiL-r
NOT TO SCALE
2 0' 40' 60'
kRAnMWgWUM 6MVM N 1 0. DATE REVISIONS APPROVED BY DATE _CITY SEAL CERTIFICATION PREPARED BY: CITY OF LAKE ELSINORE
ALE 7B
2 2/1/05 ADDED CONCRETE CHANNEL V- VIOL THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT NO. 30754, 30754-1. 30754-2, & 30754-3 SHEET'
3 12/16/MADDED RIP-RAP,HEADWALLS, 6"PVC DRAINS, REV. CSP RISERS&ADDED SPILLWAYS APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY CIVIL ENGINEERING STREET and STORM DRAIN IMPROVEMENT PLANS
LAND PLANNING
@ALL.,T@L.L FUME LAND SURVEYING
AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET OF: (K 9
4,
\2
4 Exp. 12-31-07 1181CALIFORNIAAVE. -STE.202-CORONA,CALIFORNLA92881
KEN A.SEUMAL0, P.E.NO.56915 (95im FAX(951)027j4a FILE NO.
TWO W RKING DAYS 5 DATE RCE 23434 J� I N/E AND N/W BASINS
BEFORE YOU DIG 6 CA DENNIS D. NELSON LICENSE NO. DATE W.O. _17FT-M., F.B.I