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HomeMy WebLinkAbout07-088A - - - - - fi __- - - = _ - - - WELDED --��--�-- _ _ - ' c - -- - TYP. - - -- - -- - --- .. 0 1/2" x 2" STEEL STRAP WITH 54 3/8" BOLT - EX G ALONG-i. -- - -- - --_ - - _ - -- DETAIL : - - — - — - - - - ----- � - ILA - - - - - - - - - -- ----- . ... -. SEE / - - - - _ - -- -- -- -- — \ 't -_I-_ '- - - :- DETAIL - --- - - - - - ,_ -- -- _ -_ .J Zz RIM ELEV. - - - - - - - - - m as - - - PER PLAN = { - - _ =K-1K-4 •1/2" HOLES _ _.• _- = _- _ - -- - - - _ ----- ... - - - IF- DTH PER PLAN ,.,,sic -.- 'i - - - = - - 71 530--- -'--- _ =6;RB;:®BASIN BOTTOM 1`` e e /" _ 3 4 - - - - - - - ui 7 a _ CL a W FILTER CLOTH WRAPPED - -_ L PER RISER ,a - - I ---- - - --- - - - - -- - - - j- 1 4 AROUND -S SIZE PER 8"MIN. _. O - T T G _ `O PLAN - _ - - - - -- - -- - - -. = - - 52 -- __ - - INVERT PER -- _ rn .. .: �.;.: .,. PROFILE . :.14 - - - __.. ..._ _:-.. .-..- ......_... _._ I 4 4"MIN.•'-+'..m ... .•. • -- _ - - - - --- - -- - - ,•... _ ' 1 .-.. ANCHOR BLOCK MIN. 5 SACK/C.Y. "!: -. :.A _-. - - -- - --- - - - - -- - - - -- — - SECTION C-C CONCRETE - - - - - ---_.: C.S.P. RISER DETAIL - BASIN "B" - - - - PROFILE SCALE _-'' 50 HORIZ,: 1"=40' - VER.. I 10+00 10+00 11+00 12+00 10+00 10+00 \\\ ��_ �i — - - �•'f/i f �;�, \- _ PS CONSTRUCTION NOTES: _ - CONSTRUCT 36" RCP D-LOAD PER PROFILE SD CURVE BEARING DATA e \ \\ - N 0'9' - -- \� LldHT L`LASS RIPS -- '3$ 11 38 CONSTRUCT 30" RCP D-LOAD PER PROFILE DELTA FARING RADIUS LENGTH TAN P GRADING P�AH -156D �' A L $ r" 33'58'10" 45.00' 26.65' 13.73' �' S BO U. 39 CONSTRUCT 24" RCP CLASS IV B 42'39'31" 4 0 33.50' 17 57 \ `1 8787-Et IPA `�' 40 CONSTRUCT 18" RCP CLASS IV 5.0 '1k 4g � r43,-� � _ _��0 84(2,-.- / -. C 50'43'11" 4 . 0 39.84' 21.33 i 545 '47 Se59 Ny 3 - - 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC &WCD STD. DWG. NO. JS227 ( P 4- INT. J. - T _ _ : * 4 FT. LENGTHS, 5'BEVELED BOTH ENDS .T0+ D"OD,LAT �; 4'.05 1 - DRAIN y 1 / - ,--_� � 48 CONSTRUCT CATCH BASIN PER RCFC & WCD STD DWG NO CB100 �PROv1pE 3S^x 2^NOTCN IN NEADNALL ppm 540J)f' 1, - -�' AND DOWNIMAIN TO RECEIVE ORATING, i C� _ I'' 48 CONSTRUCT CONCRETE HEADWALL AND INLET STRUCTURE PER DETAIL ON SHEET 20 1 UNE•D. /l DRIED-=�- \ / -• ^ 50 CONSTRUCT CSP RISER PIPE N . \ vARIEs 1IIrx uoPE- �� �/ CONSTRUCT SPILLWAY PER DETAIL HEREON dLAOWALL �E 67. 7' P A D_-hJ-�_ .PAD I��LO.I 55 CONSTRUCT 6'HIGH WROUGHT IRON FENCE PER DETAILS ON SHEET 20 i9'�iIFE - ��,,� � I, 6 PER PLAN. • 4 aT",IiI 56 CONSTRUCT 14' WROUGHT IRON FENCE DOUBLE DRIVE GATE PER DETAILS ON SHEET 20 8, - �, ASEM`T-' ' Q 64 CONSTRUCT BROOKS 2424 SERIES CATCH BASIN WITH GALVANIZED GRATE -may U _D 71+ 639 C INT. J. \ �-• ..,--, SEC7101V A-A •0, r. / �4=/ 4410+00.00 LAT-D-2 \ C� r ! ��M ti ,y �� , ,z+26.67 E SECTION B-8 i 1 EASEMENT'K' A 1537.00 FL 6"x6"-W1.4xW1.4 WELDED WIRE MESH (MIDWAY) 5 51216 �- LATERAL-D-1 OR APPROVED EQUAL 1 +0 .00 TO CITY PER DOCUMENT N0. - t 48 '` DATED: � ���--_ _-- A=6490 47 B 16 C-5.39' D-36" c TO REMDVAbLE 538T 1538.00 TB 1538.00 TB wE16 A'ASIuR. /( I E=2.06' L=2.38' GRATE f4 TOTAU LIGHT CLASS RIP-RAP �• _ '•. 5:� ;:'.';�:. �7 m � PER GRADING PLAN �; 55 1 3. RIM \J ' I nN X \`� 'EXPOSED tANCI P9R 06T CF I B D r °. - LATERAL-D-2 /THREADED 4NCNOq 80LT s Dal 1 + 1 N PIPE 9$ A=80'00�0*B=8 52.14' 4" THICK CONCRETE 38 16"RI /NV + LIYA C-5.35' D-36" A + Y* AF�'i ` S"RISER PIPE - A oURT -___� E-1.48' L=2.28' A SECTION B-B YP � 50 CL. C.B. N0. 30 _ 6"x6"-W1.4xW1.4 WELDED WIRE MESH MIDWAY S ~ ID PIPE -- .7zS 46 5+92.90 ST. STA. - _ (MIDWAY) 03'31'E (W=10.00'-V-5.5') �- 6' 8' 6' � OR APPROVED EQUAL 136.09' N --- u SI BASIN B 4" THICK CONCRETE I guppEpet"£sARS. �1 - e5 COTTONWOOD CREEK •4 OALV. ��L- �\ SPILLWAY 75 \ \� III 182 , SUPPORT BARS I 4. 153ZOF5 BU INV \ � / 2 AT 9'O.C. 536 RG W.S. 55 I �1 1r 1535.0 FG 404 PERMIT LINE ✓ 1 -_.--�"4 CALV.BAR5 A:3" 100-YEAR . 100-YEAR W.S. ELEV. 1 %z'x S'9IN C NCRET9 ELEVATION + 0 8I' / I I _ _ _ _ 4 �--4 oI WELDED TO S. 404 PERMIT LINE ' \ �\ 38' �� I ' - � � 'r 1' MIN. I m�� •4 SUPPOgT BARS. `'60LiS SET IN CONCRETE. \ `.y _ U TOTAL) _ 3?•0 FG 21 0 21 /-10�0-YEAR W.S. ELEV.=1522.77 PLAN Vie h �" //__ -~ y I poFesa/o SECTION A-A �-� CREEK FLOWUNE�-.. JJ` ' It Rr9F DOWNDRAIN TO PIPE TRANSITION _ rp �A.MA" t "� EX. GR. 7• .�-�-�" I 1 % 'y = LIGHT CLASS RIP-RAP NOT TO SCALE '-hy z (PER ROUGH FABRICLTER OUG GRADING PLAN) BASIN B CIVIL a�P SPILLWAY-BASIN B EOFCALIEO NOT TO SCALE D o o O D NO• DATE BY REVISIONS APPROVED BY DATE CITY SEAL pµoFEssl PREPARED BY.• ER .. 6/14/07 N.M.G. REALIGN.PORTION OF LINE D,ALL OF LAT D-2,MOVED CB&ADDED CN N0.64 07 O CERTIFICATION: CITY OF LAKE ELSINORE �! SHEET:019A �n7 n S� ® 3 BH2 GAM REVISED RISER DESIGN O ao THESE PANS HAVE BEEN REVIEWED FOR COMPaANCE WITH THE 5 T RAC T N O. 3 04 94 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.2343h CIVIL ENGINEERING AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND PLANNING OF: 21 LAND SURVEYING STORM DRAIN-PLAN& PROFILE bp. 12-31-07 * 1181 CALIFORNIA AVE, •STE.202•CORONA,CALIFORNIA 92881 LINE "D"& BASIN B OUTLET PIPE 7W0 WORKING DAYS 2 KEN A SEUMALO, P.E.NO.56915 DATE f/q I 1 �nP (051)280d1 FALX(951)28G-4150 LAT""D-1"& LAT"D-2"' FILE NO. BEFORE YOU DIG 3 fFOF CAUFOR w.. RCE 23434 0.7.0$gA DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: F.B.