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HomeMy WebLinkAboutTr 30494 SD-28 ", WELDED _ - TYP.- -- _ ---:....: .... _ - _ - - - - 1/2" x 2" STEEL STRAP WITH - 54 -: -_ := ... 3/8" BOLT - - - - - - --- - -_ - _ - _ DETAIL A + SEE / ...+ r.:: _ - -- y." - -- - - - _ -- - - -- DETAIL _ RIM ELEV. ® PER PLAN '.: ,i• _ '- — _ - _ - - - _ - - - -- - W-4-1/2" HOLES - - - - - - - --- DTH PER PLAN 53 _.. - - -_._ _ - SST RAW 0 BASIN BOTTOM - _ - - - v _ � -- - - - 540 3 w 1-1/2"-3" ROCK AROUND RISER- iv 1 aJ _=s. =_- -- - - - - - - - - rsm - - -- - - - - ' FILTER CLOTH WRAPPED AROUND RISER PER SIZ E L PLAN - -' - - - - - - - -- IZE PER 8"MIN. .. __ _ - _- - -- - -- - - PLAN - _ - - _.. ---- - _ - __ 2R MIN• - - - - - -- - - _- -- - - - --- — m m 52 - - 1530 :':::!r.i;.: .. INVERT PER - - - _ - - ... '....::.......a;:�:. PROFILE - - - -- - - -- e -- - -- - - - -- - - - ---- - -- -- •a. - - - - — - - _ _ _ _ _ ANCHOR BLOCK MIN. 5 SACK/C.Y. - _-- SECTION C-C CONCRETE - - PROFILE SCALE -_ - LEE - -._ _ C.S.P. RISER DETAIL - BASIN ..B.. °_ = _ — _ v all - HORIZ,: 1"=40' NOT TO SCALE 5� _. ::.',_..__._ '..- :_. __ - _ _ --- __ _ VER ET 10+00 10+00 11+00 12+00 10+00 10+00 �� J /.,J- / �,' I —• - - _ CONSTRUCT/s 7 rs ON NOTES: I N 0' 9'$'�"� i'��,, �\��` —` v-757 :5991 (5-CONSTRUCT 36" RCP D-LOAD PER PROFILE SD CURVE/BEARING DATA Nylt LkS�Ripe _ 4 % _`i565 -^= •J9• 11 38 CONSTRUCT 30" RCP D-LOAD PER PROFILE DELTA BEARING RADIUS LENGTH TAN ��R- 9DING P j j 1 L t $J - L` '- - -1560-...-_ A 33.56'10" 45.00' 26.65' 13.73' ^T0, 39 CONSTRUCT 24" RCP CLASS IV S BO �•- 67 - - P 55'S 4239.31" 45.00':k 33.50' 17.57' ,Kj 87-Ell PI 40 CONSTRUCT 18" RCP CLASS IV _yJ59064(2 " / C 50'43'71" 45.00 9.84' 21.33 /'' i 1545•--'iA1 _ 4 ""'-"-- - o-CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC &WCD STD. DWG, NO. JS227 4 FT. LENGTHS, 5'BEVELED BOTH ENDS 44 + gAO�LAT-D i / 46 CONSTRUCT CATCH BASIN PER RCFC & WCD STD. DWG. NO. CB100 PROvIDE "X 21 WQTCR IN NEADWALL DOWN DRAIN ' - 4 .0 S 1O SD-EASE�EN-T•' "� - AND DOWNNAIN TO RECEIVE GRATINO. ! F�5h0.OFL / / CITY �' 48 CONSTRUCT CONCRETE HEADWALL AND INLET STRUCTURE PER DETAIL ON SHEET 20 ( +42.9 \. ✓ 7 DATED• _.r---_`'_ \• vARIEs WITx uoPE- �°\' CONSTRUCT CSP RISER PIPE \ \ i•�"� CONNCCRETE` tv 7/ LAT- 53 CONSTRUCT SPILLWAY PER DETAIL HEREON dEAOWALI I TX + 41,�0F3`,� PAC) I�+LO 55 CONSTRUCT 6' HIGH WROUGHT IRON FENCE PER DETAILS ON SHEET 20 +PiNp6E I PE T R PLAN, + q . t 56 CONSTRUCT 14' WROUGHT IRON FENCE DOUBLE DRIVE GATE PER DETAILS ON SHEET 20 8^..- . 1+03.14 A M NT-W Q 64 CONSTRUCT BROOKS 2424 SERIES CATCH BASIN WITH GALVANIZED GRATE y.` 11+ 39 C INT. \� 4410+00.00 LA YID_ 0 DAAIGTY ......_'- _ v-.,- 1 �� ____.:6"_ SECTION A-A ?_ ,•_$.. A�'\ 12+26.67\E -� 6"x6"-W1.4xW1.4 WELDED WIRE MESH (MIDWAY) 1537.00 Fl OR APPROVED EQUAL SECTION 6-8 ME NT'K' A' �- �` Sg 4810+00.00 i TO CITY PER DOCUMENT NO. 512 i6 jP3 -� `- I LATERAL-�-1 DATED: _ .� -" _ 7=15C10 47 B=18 --- ��� - C=5.39' 0-36" wELD WASHERS TO REMOVABLE E=2.06' L=2.38' GRATE 14 10TAU LIGHT CLASS RIP-RAP 1538 00\TB 9 1538 00 TB \ PER GRADING PLAN i'� d v 55 75 5 RIM -�� _ LATERAL-D-2 �SWREADE@IAMPIGH 50LT 12+41.03 EN PIPE �' gy, A=80'00� 52.14' 4" THICK CONCRETE 38 15275/NV + LIYA C=5.35' D=36" A Y 6"RISER PIPE SAG OUKE=1.48' L=2.28' SECTION B-B � CL. C.B. NO. 30 6"x6"-W7.4xW1.4 WELDED WIRE MESH (MIDWAY) rpll END PIPE 46 5+92.90 ST. STA. 72% OR APPROVED EQUAL 2�03'31"E (W=10.Oo'-V=5.5') 6' 8' 6' !! 4" THICK CONCRETE -A PERIMETER ° )!+ L 36.09' I' '� I Sil1PORT BARS, A GALV. \ I BASIN B 1y�$P° COTTONWOOD CREEK SUPPORI eARs h. SPILLWAY \ 75?50 \♦ 182 F 53G.5RG \ �` �5 100-YEAR W.S. ELEV.=1534.4 1535.0 FG A- i O.C.WELDED TO GAIv. h"x 6^DALv,ANCHOR 2 A7 9"O.C. 100-YEAR W.S. \ I I — — — 1r I404 PERMIT LINE I�-Z• ._.,_.A Glu.v,LIARS AT 3' D T SET @t CONCRETE, ELEVATION \+ 38.0 BI I 4 i' MIN. I •M1 SUPPORT BAR3. V•6} 404 PERMIT LINE ' I _ '�`''� .a-- U 0 ALt \ �`\ \� 42 184 . ..153.0 FG 2 0 2 — 100-YEAR W.S. ELEV.=1522,77 PCQ� VII: a°FESS,° SECTION A-A DOWNDRAIN TO PIPE TRANSITION CREEK FLOWLINE ` _ 11` 't p�A MqR CF` 4�9 \ -��� LIGHT CLASS RIP-RAP NOT TO SCALE �../ w 3 m (P 3/ FILTER FABRIC BASIN B z (PER ROUGH GRADING PLAN) s, °;v,� SPILLWAY-BASIN B �ZE 9rEOFCA °� NOT TO SCALE NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL Lsslo PREPARED BY.,QaoFNq CITY OF LAKE ELSINORE Z%19A 6/14/07 N.M.G. REALIGN.PORTION OF ONE D, ALL OF LAT D-2,MOVED CB do ADDED CN N0.84W. CERTIFICATION: 0��5 N c 8 N&12 GAM REVISED RISER DESIGN THESE PANS HAVE BEEN REVIENED FOR COMPLIANCE WRH THE 4� �s TRACT NO. 30494 21 ((�N( LII O L, c5 p 2�, CIVIL ENGINEERING 9Mall G AS"13vILZ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITYNo.2JM13h z LAND PLANNING OF: f tO AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING STORM DRAIN-PLAN&PROFILE 1181 CALIFORNIA AVE, -STE.202•CORONA.CALIFORNIA 92881 LINE "D"&BASIN 8 OUTLET PIPE 1a47��J'TJ''Na 4l IDAYS ! (951)28/G�AJ�W FAX(951)2804150 FILE NO. BE i WORKING DAYS 2 KEN A SEUMN.O, P.E.NO. SB915 GATE �rgTf OFtC1A�IF0��\p (Qy ly RCE 23434 8i'316y2 LAT"'D-1""&LAT"'D-2"" 0-I^0$8A BEFORE YOU DIG 3 DENNIS D. NELSON LICENSE NO. DATE W.O. TFOR: IF.B,