HomeMy WebLinkAboutTr 30494 SD-26 I - #4 REBAR
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12"MAX.
! F ALO G CL I= 1/2" x 2" STEEL STRAP WITH ! '
540 TO M R IN - 3/8" BOLT 1 15 O 156
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PER PLAN z TO M'DR IN
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WIDTH PER PLAN LA -
! 3 ROWS ®14 HOLES PER ROW z !
$30 1ST ROW®BASIN BOTTOM `_ a 1 1 P 15 0 HGL -'I- 1J4
H(r� ROWS SPACED AT 12" O.C. 1
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I : • • • 11 a z 53.0 I V 5 .3 I V 9=1b 8_ EX OR. LONG -
!� ! I 1-1/2"-3" ROCK AROUND RISERIIJU.
MIN • IN. - f - - - _ -r.
R EK R.C.P. FILTER CLOTH WRAPPED _
PLAN • • ! ! 'Ss .1 % ! .! --' --_ _
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SIZE PER L 1 4 AROUND RISER
1 0 +N + CON TRUC 36.0 L:,_ m PLAN PER (T"1MPI;. z >. N I. j 1100
p x= c ',,� c s,l Ir
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SIZE
OF 30 7 HIT
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520: - INVERT PER 153 11520 1 3
PROFILE z
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_ - ANCHOR BLOCK MIN. 5SACK/C.Y. i o�n =
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CONCRETE I
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I ON TR C7 2 6. 4 F' F 36 R P 120 0 i � i CONSTRUCT 5 85�L CO 5 28. 8 L
- C.S.P. RISER DETAIL — BASIN "BW 50 A
PROFILE SCALE � -
r- w
HORIZ.: 1"=40' 1 NOT TO SCALE _
I
10+00 10+00 11+00 12+00 10+00 10+50 10+00
CONSTRUCTION NOTES:
37 CONSTRUCT 36" RCP D-LOAD PER PROFILE
38 CONSTRUCT 30" RCP D-LOAD PER PROFILE
39 CONSTRUCT 24" RCP CLASS IV
10+15 85 LIGHT CLASS RIP-RAP qp CONSTRUCT 18" RCP CLASS IV
48 END I PER GRADING PLAN SD CURVE/BEARING DATA
_FS 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC & WCD STD. DWG. NO. JS227
iF HP 10+69.67 CL. INT. J.S. N70'09'47"E DELTA/BEARING RADIUS LENGTH TAN
FL 44 O 46 CONSTRUCT CATCH BASIN PER RCFC & WCD STD. DWG. NO. C8100 A 76'35'41" 45.00' 60.16' 35.54' PROVIDE x Y WOTCK IN HEADWALL DOWN DRAIN!SEE STD.1321.
10+00.00 LAT-D-1 LAT-D-1 40 AND DOWNTIRAIN TO RECEIVE GRATING. 45 W.2 OF 3!
Q, L=15.85' h(� 48 CONSTRUCT CONCRETE HEADWALL AND INLET STRUCTURE PER DETAIL ON SHEET 20 �c 4 FT. LENGTHS, 5'BEVELED BOTH ENDS 1'�
as 10+42.98 BC
/\ i \ SEE ABOVE ��' 48 50 CONSTRUCT CSP RISER PIPE � VARIES M1T6 SLOPE
/ a CONCRETE`,, i I
\ _ M Q� 53 CONSTRUCT SPILLWAY PER DETAIL HEREON NEAD'AALa. I -- .�
48 10+00.00 / /_> \.\ LINE D / v`�Q PI •a-�„Il-
541. CONSTRUCT 6' HIGH WROUGHT IRON FENCE PER DETAILS ON SHEET 20 A TYPE b; t -'r
° ( = PER
CONSTRUCT 14' WROUGHT IRON FENCE DOUBLE DRIVE GATE PER DETAILS ON SHEET 20
53 5FL '= "•' Y « �f' t
NO2'59'44"W �� LIGHT CLASS RIP-RAP SECTION A-A I - y_g•
V " ti' 181 40 LAT-D-2 ' PER GRADING PLAN 6"x6"-W7.4xW1.4 WELDED WIRE MESH (MIDWAY)
4 1537.00 FL OR APPROVED EQUAL
� 5 L=28.68' _.. 37 \ LATERAL-D-1 SECTION B-$
I SEE ABOVE ��— — A=64'10 47 B=18
B LIGHT CLASS RIP-RAP — C=5.39' D=36" WELD w4SKERS TO REMOVABLE
PER GRADING PLAN E=2.06' L=2.38' 1538.00 TB 1538.00 TB m GRATE(4 TOTAL
1 + END PIPE �\ � EXPOS0 1-1/4-PORTION V
55 15350 BOTT I 6+01.59 R` LATERAL-D-2 52.14' 4 THICK CONCRETE r
75J2.0 BOTTOM O t.s� A=60'0000 B=18 I!LHREnaEil 2NCHGR BOLD
LIYA
38 /52Z5 INV ) 6 ACOURT, __ G=4.s4' D= .6 SECTION B—B 6"x6"-W1.4xW1.4 WELDED WIRE MESH (MIDWAY) A P A �' '
typ
6"RISER PIPE --------- -- - E-2.39' L-2.60'
END PIPE 5 CL. C.B. NO. 30 ''r- I t y,
46 6+ ST. STA. - OR APPROVED EQUAL •11
(W=10.00'-V=5.5') _ 6' 8' 6� - �._____ o 11 '
!1' 4" THICK CONCRETE "4 PERIMETERS,
BARS. 11
+ ss.os' I 182 BASIN B °°� COTTONWOOD CREEK •a PORT L
1.� \ I ,� SUPPORS BARS a.
SPILLWAY 5250/NV \ \•- v / 143E 1� 404 PERMIT LINE A7 s"G.C. Z.
'-BOLTS SET U:CONC%7E.
1 100-YEAR W.S. ELEV.=1534.4 1 '(�TCTA6'VALV•ANCHOR
1537.OF5 55 1535.0 FG 1 ipCG�f1E0 TDAGALv.
536.5RC \ \ I I I — — — — — I �--;1
_ dm+.--ll •1 SUPPORT BARS.
100-YEAR W.S.T. I �_ — � 1' MIN.
ELEV4044 PERMIT LINE ' \+ 36.0 BI I 153yp F J o I- 100 YEAR W.S. ELEV.=1522.77 PLAN VIE
\ I I I 184 G 2:1 0 2:1 1�—
`� k ifi 42G1 18 I SZ
/ SECTION A—A
\ tREEK � - �€x• cR• DOWNDRAIN TO PIP FLOWLINE I y A. LIGHT CLASS RIP RAP NOT TO SCALE
\ «� 2:1 I , fr dr
ON 3/8" FILTER FABRIC
(PER ROUGH GRADING PLAN)
BASIN B EXP:06IM13 SPILLWAY—BASIN B
Qi CIVIL NOT TO SCALE
NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:
eROEEssloWq CITY OF LAKE ELSINORE 19
9 It I� As-i3ullr P,74>� CERTIFICATION: <Fy +� SHEET:
AL� 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEa� 'GV I �`oc�°„ CIVIL ENGINEERING{ TRACT NO. 304�94
C�i''G�LI-J�•11 Oo!L� 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY I No.23434 LAND PLANNING OF: 21
AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING
a —
! * Exp. 12-31-07 * 1181 CALIFORNIA AVE. �STE.202•CORONA,CALIFORNIA 92881 STORM DRAIN PLAN+PROFILE
5 , Q.4—.1, os14047 s (951) FAX(951)2Nb0//-$$�,5//Q(� LINE 'D'+BASIN B OUTLET PIPE FILE NO.
T'V WLWO K�DAYS 6 KEN A SEUMALO• P.E.NO.56915 DATE Tgre OF CA`\FO\y��P RCE-- - /%,17-;- LAT'D-1' ♦LAT'D-2'
BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: IF.13. vat
oK- 2/28/07A � �scrx , Do/,99