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1'BEHIND 404 PERMIT LINE 2 .41 Sl 1 o =36
SPILLWAY
Z*f= Z�t_AL_= = L E F w —F
I:pz* MET—:-t= ---- - I DIA.I SECTION F
24 3 1"; 2' 6'
1+47.37 END PIPE
51 F4 &G
RIP-RAP PAD ST.STA.
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17 NOTES:
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I.EXPOSED CORNERS SHALL BE CHAMFERED 3/4-.
A^,
141 VS T A DISTANCE OF D/2,
2.MULTIPLE PIPES SHALL BE SE
T�
R'150 00' C3�
109.8?- WITH A I• MINIMUM BETWEEN OUTSIDE DIAMETERS OF PIPES.
3.TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL
=7
DUNE A PROFILE GRADE WHEN THE GRADE IS 3%OR MORE.
L.
6zl TO
E'A' N30'05 5 -E
=--- 4-SKEWED PIPES: DIMENSION W SHALL BE INCREASED IN WIDTH
6-46'09*E OR LENGTH DUE TO SKEW OR MULTIPLE PIPES.
7
5.FOR PIPE WALL THICKNESS GREATER THAN 3
1_�C.L. C.B(#2
Eff—E-__f:L A�_�ET-
ALTERNATE DETAIL-B SHALL BE USED.
24+87.119 SV�A I
29 W=l 0', 4 9 �1419 6.1 RETE SHALL BE 560-C-3250 L
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PLAN
-31
TRACT 30754�1 T HEADWALL DETAIL
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(PER SW DIEGO REGIOWL STANDARD u�u--)
2+00
1+00
N52"28'46 W
6
'7-
GROUTED RIP-RAP 5 ED
m
1487.0 (MEDIUM CLASS)
m
INV. 1. 4- ll CREEK
DETENTION BASIN 404 PERMIT LIN
E
5 LNE
92 FL =92.2 90.0 FIG ELEV-149O...100-YEAR W.S.
4 REBAR
C
c CD d
4' THICK CONCRETE
'D z WELDED BASIN BOTTOM=88.5
TYP. RIP-RAP
ill (MEDIUM CLASS) EX. GROUND
EIGHT CLASS RIP-RAP D
6' WROUGHT IRON FENCE 3/8'FILTER FABRIC
12" �L2�M- 6"x6'-Wl.4xWI.4 WELDED WIRE MESH (MIDWAY)
I OR APPROVED EQUAL
z 1/2 x 2' STEEL STRAP WITH
FINISHED 3/8" BOLT
SURFACE X SE
DETAIL A SECTION H—H
1495.1
RIP-RAP PAD SEE
4 UP TO 404 PERMIT U DETAIL "A"
6"x6*_W7.4xWI.4 WELDED WIRE MESH (MIDWAY)
OR APPROVED EQUAL
N ZE BASIN ki RIM ELEV91 92 FL 0
4*THICK CONCRETE m
**5-1/2- HOLES 93 TB 93 TB >
24" 1 ROW OF 2 HOLES SE=92 2 -.N C)
HEADWALL DATA 1 ROW OF 3 HOLES
ONLY ON EXPOSED
CONSTRUCTION NOTES: PART OF RISER 16'
A L 1 4
I DIA.1 L I E I F I W 3 cz:
1 6- 11'-3 1/8-1 9- 1 V-1/8- 1 V-6- 27-
29 CONSTRUCT 6" PVC DRAIN SDR-35 16 -.1 _-MIN. SECT110INI J—J DO
30 CONSTRUCT 18" RCP-CLASS IV 87.9 2% MR, c6:-:—BOT.=88.51 m
INVERT=5/.9 33
31 CONSTRUCT 24* RCP - CLASS IV SPILLWAY—BASIN_(�D
PROPOSED LIGHT CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. DWG. NO. CEIIOO NOT TO SCALE
CLASS RIP-RAP e- 4"MIN. -.1 1
Q3-CONSTRUCT CONCRETE HEADWALL PER DETAIL HEREON 6" PVC PIPE 1/2--3- GRAVEL AROUND RISER
EXIST.GRADE WITH 0.5% MIN. 2' HIGH BY 3' WIDE WITH
4' 3 CONSTRUCT CONCRETE HEADWALL PER SAN DIEGO SLOPE MIRAFI 140 FILTER FABRIC WRAPPED
LLL REGIONAL STANDARD DWG D-34 MODIFIED AROUND GRAVEL
iv 34 CONSTRUCT CONCRETE HEADWALL WITH APRON PER DETAIL HEREON
CONSTRUCT TRUCT SPILLWAY PER DETAIL HEREON
(5--CONSTRUCT 6' HIGH CHAIN LINK FENCE PER RCFC & WCD DWG. M801 C.S.P. RISER DETAIL�
SECTION C—C (38)--CONSTRUCT 4" THICK CONCRETE ACCESS ROAD NOT TO SCALE
40 INSTALL 24 RIS R PER DETAIL HEREON SCALE.20'
INSTALL EIGHT CLASS RIP-RAP, 2' THICKA
6 20' 40' 60, As-buiLT
NO. DATE REVISIONS APPROVED BY DATE CITY SEAL OF ssill PREPARED BY: - CITY OF LAKE ELSINORE
�712�
N, 4
CERTIFICATION: 7A
TRACT NO. 30754, 30754-1, 30754-2. & 30754-3 S"EET'
2 714ESE PLANS HAVE BEEN REWEINED FOR COMPLIANCE WITH THE CIVIL ENGINEERING STREET and STORM DRAIN IMPROVEMENT PLANS
(DALL-IrOLL FUME ANDIOR CITY LAND PLANNING
RISERS&ADDED SPILLWAY SECTION" APPROPRIATE CONDITIONS OF DEVELOPMENT wo, Aft OF: (9-59
12/16/05 ADDED RIP-RAP,HEADWALLS,6*PVC DRAINS,REV.CSP RI AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 1 -3-07 LAND SURVEYING PRIVATE STREET
1181 CA STE,202-CORONA,CALIFORNIA 92881
( 1, (951)27)50",; FILE No.
4 As-bu I L. 951 PAX N/E AND N[W BASINS
KEN A.SEUkMW. P.E.NO.56915 DATE - - - ,I RCE 23434
5 OF \ - -
CA _EF0
TWO WORKING DAYS I F.13.
BE ORE YOU DIG 6 DENNIS D. NELSON LICENSE DATE 1 W.O. R., _ i —