HomeMy WebLinkAbout591-15 12' 12"12"
12.,12' 15. 12"12"
1640 1639.0
W
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1639.0 23 MAX. 1639 2N #4@f2'
S.D. LINE A TW #4@12 EACH WAY
�\ SEE SHT 1637.5 EACH FACE EACH FACE
#4@12"
\ 10+00.00 LINE A EACH FACE 1635.9 #4@12" Of00 WSE
00.0 EACH WAY 0100 WSE EACH FACE 1INTER TIN 30'•INFLOW
\\ BASIN OUTLET STRUC. F INTERNAL
EACH WAY
G SPILLWAY LIME A
\ 4p0 Ai WiS33.1FLO
" 1633b FL
,. 30'INFLOW 3633.5 FL
\ FG. i[i LINE A 12"OPENING 2x#4@12'
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S.D. LINE B
' 1633.2 FL ;
SEE SHT. 14 Q0.0 1633.212 5"PLATE O2"WAL
PENINGL LINE B
2x#4@12" 1633.1
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d' 1' 4. BOTTOM
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BASIN "B" - SECTION C-C
SECTION D-D N.T.S.
N.T.S.
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BASIN "B" OUTLET STRUCTURE LR " � `�"` �°° \I STEEL
RA
N
SCALE 1"=8' Ee.79 + \
6 32
16330 lob C
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N.T.S. IR
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CERTIRCATION:
BASIN "B" OVERFLOW
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
BASIN "A" OVERFLOW WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
SECTION "G"-"G" SECTION "F"-"F" AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
BE ISSUED.
N.T.S. N.T.S.
RAYMOND ODONNELL R.C.E.NO.26603
NOTE:
SEAL-ENGINEER A L R e R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET No.
WORK CONTAINED WITHIN THESE PLANS �}'J'��7}�77� CIVIL ENGINEERS
SHALL NOT COMMENCE UNTIL AN pvsFE==toyY I; IK�ITC Mi22-4-64 BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE, CALIFORNIA
ENCROACHMENT PERMIT AND/OR A �9 NL#+v< 1 VERB DE CA.
25 CONCRETE POST AT NORTHWEST CORNER ,t:i�
6- A RIVERSIDE CA. 9250E OF HAMNER AVE.AND SCHEISMAN RD.37.ON OF t1I1
GRADING PERMIT HAS BEEN ISSUED. a
S S 0 C I A T E S (909) 6R6-1070 SCHLEISMAN R0.29.OW OF HAMNER AVE. S1.ON TRACT NO. 30789
�' EN c coWslnrArrrs
DIAL TWO WORKING THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ! e cJOEaR 12 «-C /J OF PP.#72458, 3.05 OF A MARKER POST. BASIN B OUTLET
BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ow.lay-06 !.#/� ELEV-627.504
YOU DIG F .- YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR #r REPARED Y: STRUCTURAL DETAIL OF 15 SHEETS
DURING CONSTRUC ION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE + BB C58602 SCALE:
Tou ERa A FURUC SEWCE Rr 1-aoo-u�-ieoo FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS ��C '/ R.C.E. NO. 1� N FILE N0.
UNDERGROUND SERVICE AIERT FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE �Y �, EXP. DATE: 12-31-06 H: �, v: /A FOR: W.O. F.B.
K.FDY WfWl FORECAST 02-0230 Sq