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Home My WebLink About1823A-16R'/ W L IN Eskills �1NE 15 R/W(MIN.) R� ' ' �, W (yA1N,l T 15 ROAD' R/W LENGTH OF TRANSITION 15' R/W( ) MAINTENANCE RAMP 12' (30'MINIMUM) A CHANNEL STRAIGHT SLOPE 10 a/oma MEET TOP OF C NNEL ELEV. A INVERT -•j 50' +�+-� L • 10= DEPTH OF CHANNEL R.C.B. CHANNEL likkkillDIRECTION OF FLOW W TRANSITION TOP OF 7ANNEL T, 15' R/W (MIN.) 15' (MIN.) ROAD R/W R/W LINE PLAN OF VER CAL MAINTENANCE AMP L • 10 = DEPTH OF C �EL4'• 2' RAMP CUTOFF WALL 0 r TRANSITION 30' MIN. JR. C.B CHANNEL INVERT SECTION A -A / A.F,, - RIVERSIDE COUNTY MAINTENANCE CONTROL MAINTENANCE RAM PROJECT NO. AND WATER CONSERVATION DISTRICT FOR WG. N0. DESIGN: VERTICAL WALL CHANNEL DRAWN � - DATE : STANDARD DRAWING NUMBER CH331 SHEET CHECK ED: '� 2� �Z SHEET I OF I OF t . ler- 0" Spot: Cloa OPSA" Vonid$ 12'-0410 26'-0" 10'- 0" ocifte - TrpKal Rat and T(ws Panel --- ------ - ----- - - --- Tpcd-W67-in .wi�a►i1 -- tiot0 Port ___-- _-- 1 Y: Row. die 1 Y� Row, dia I red poly. pipe std poly pipe Sldt��>;lj r e It%LII fa old home 111ffener ^ / 11r� owK /w ell - • f� } :. {. �C , r 1�r - --11 go wife lieg -e a real t':• '5��: ti of 12 0.e l•• - >-- Cut - Out low([ 129011 I" wen -- {•' Chan 0 L ocb ",'.-2<2 a < ' /4 Otto Tension Rod of 16" mos. o c �' ''X Sir (lyp) 6', 6" ` r• 'i':{ rr r with adjustable tightener ?' and fillings v :ri `fes•-. � ;��1:•:}� �'�' ' 'Y .. Is go spring $teel IeRMon.» r v,ti '• » r entre with Ile• tetra Mesh, 12' lies of 24"ec � [ T -T yam---T--[-_.j_-.__ - •` chain link l0btrc ti wire ties (10101 6e0ch 1'. TIo It3prtC to lop, - i'' Plunger Rod Catch '1 I', 1/2 Crown' ' ,l Post -equally spaced) .1 1•; tollotw and BIIIIenM .'I I'. �M , , will) smooth I r, ,•l , of frank• with Ilgo - 12"d►a or -0 ► I•, trowel finish •, ., 1 �'. wife Iles 01 12-0 C. 16" deo or O :.� i, • Ilyplcal) • i 1•. ' t Ir. �- 12" die of O ' DOUBLE DRIVE GATE DETAIL (E Slorin Drom Channel or Box Wall /Automotic flop Gote \ /Vertical Face 3•'Rod -typ jI I I 11 1m1 01 Flow Line Elevation I ► I 1 sho wn on project dwgs 1 I I Connector Pipe B < � �-, p Cunctete Collor RCP SECTIONAL ELEVATION R \ oe: � U I 7 -A t \ 'IS EC N 8-13 1 a'•'"or=Aov ISIONS D in in 24 Z in Y ft 40 50 15 27 50 40- 1_8_ 33 50 ' 40 21 39 5.0 5 0 46 40 2442 30. 51 6L' 45- 36 60 60 5 0 42 72 70 r,0 48 81 7 0 , 65 _- 54 67 70 70 6096 2B'M 80 80_ 66 . 108 80 85 72 I 14 80 90 16• 126 90 91) 84 138 9t1 ICS 90 LL4 --- 1 1 0 I TYPICAL MEMBER DIMENSIONS Rrw am LINE POSTS END,LATCHOCORNERPOST BRACES HEIGHT ROU ROLL ROUND ROLL FORMED ROUND ROIL FORMED i e'er w spetrlwd e'•, M Ossified I LD1 N FbRsito (00) 110) HLit sal" pus~ ( Mi pnwt 61.iii t 4� t[,� at t' .1;; t' 3YB 3'1 2' [ 11'f I'ka' Ili;.11/,; t�j.l'/t• 13a "M bowli I S•• 4141011111 below) Over Y t'y t 2' t' ■ aij i t/j 3:t t 3'/:' 2:j t 2 4� Itis' I'� t 1 s� 1' 01 y� I t/f t l'':' j NOTES: 1. The above table slows OeOMOOt 01 poet and 11000 sKltos tlr nhkh may COlepry with the Specifications. ►OGtrwAv 2. Sections shown In the Tables must 0160 comply with the a/Mgth Fliquirstime 11• and other provisions of the Specifications OTHER FREE%I AYS 3. Other sections which comply with the strength requirements one other provisbns t11Gt1NAf3 at the Specifications" at the E JWL. 0101W 10 be t'•0' Of monvm•nt 14144161146,rlt•y W wee M app ngwte« malmoted el r1. en let se R/W lines. 4. Options ei«eiwd shell be uniform M eM ens-poilecl low to eatove eihat N be « MON :0 tug. 6 pt eho.n newtineo etenetowe «eL. - - - - - Lite pathe1nN - -- - - -- - - FENCE _ - OF ace to a ►!moved of ler sit Itnce tons"utl.on it NOMINAL MEIGI - WIDTHS .ttvwel Wells life Trust fed 18.3 be OW Type I Flop Gott% and Type 316 oFnl•ss steel for Type I Flop coetptalt• unless elMjwee IM Eag.tn�t. "11,40n1OI Mace moo Gale Paeel j Over VtrwIV so 00sokorme N e Oiq" oleo :taboo wM 10.11 e.recled N j Steel Tom teat 4 Vertical#le 6• structure r for trapezoidal RC Channel o esoeel ismo The rate colla sholl be Feinfocced pet Std Dwq Nu 2D393 Up Ilww 6' lith /ler 7,54 Gott poll et,y Leith post ' ,. 1 " OvileMhlule' erK• '- 0.9? 6' Over 0,00 24' Mee p,egNwl Mere M MM -19-M erect vim 2B'M orf OF qlF of i v I Ix Q R.C.B. Gale Aust fade W A ap` LJ.I to J , A « TtitH reed I 135+70.00 0410 a$ tpet.l.te 34' -FLOOD CONTROL DISTRICT 11 --- � 163+20.00 165+12.19 WALL X 9' Maintenance Re.Ceet.N• 164+10.00 164+91.00 34' to ' A OMATIC FLAP GATE Transition on South Wall' i 165+10.00 to1.C. LETS TO STO DRAINS CoKrM• •� 165+10.00 166+35.27 30' I 34' 91 Transition on South Wall 10' 166+60.19 t0' 3'-0' et Gate pool to, ►�' AND CQRNEII lith Is" weft 3 Iona M. Mae 166+60.19 167+68.98 --- =0 IPOST ASSEMBLY W140 N pool e,O raw N a' fpot M 000'waa b Mt TIM GL- 4.48' (abut 34' f,• C N It►rc Was 11NO 80' Iir t'•e'MMMittlnwe%0'I�A ofcee,ilFwwaAtaib,,lg" T fX-6.12'lodric PO• 16,8+83.76 34' IV essrio oWead eve 60'•8 3' o' w 1ebls • 8' erupt pt Ieol aro broc-1 tree hwwq popst'sof otrr: f: rho" t e Italic n 168+83.76 170+58.24 I 8' --- - I TYPICAL MEMBER DIMENSIONS Rrw am LINE POSTS END,LATCHOCORNERPOST BRACES HEIGHT ROU ROLL ROUND ROLL FORMED ROUND ROIL FORMED i e'er w spetrlwd e'•, M Ossified I LD1 N FbRsito (00) 110) HLit sal" pus~ ( Mi pnwt 61.iii t 4� t[,� at t' .1;; t' 3YB 3'1 2' [ 11'f I'ka' Ili;.11/,; t�j.l'/t• 13a "M bowli I S•• 4141011111 below) Over Y t'y t 2' t' ■ aij i t/j 3:t t 3'/:' 2:j t 2 4� Itis' I'� t 1 s� 1' 01 y� I t/f t l'':' j NOTES: 1. The above table slows OeOMOOt 01 poet and 11000 sKltos tlr nhkh may COlepry with the Specifications. ►OGtrwAv 2. Sections shown In the Tables must 0160 comply with the a/Mgth Fliquirstime 11• and other provisions of the Specifications OTHER FREE%I AYS 3. Other sections which comply with the strength requirements one other provisbns t11Gt1NAf3 at the Specifications" at the E JWL. 0101W 10 be t'•0' Of monvm•nt 14144161146,rlt•y W wee M app ngwte« malmoted el r1. en let se R/W lines. 4. Options ei«eiwd shell be uniform M eM ens-poilecl low to eatove eihat N be « MON :0 tug. 6 pt eho.n newtineo etenetowe «eL. GATE POST •t 1 • t' VA R I e5 �•.. 2 FENCE GATE NOMINAL MEIGI MEIGMT WIDTHS I.D. PER F Type I Flop Gott% and Type 316 oFnl•ss steel for Type I Flop Up lhru 6' 2 ir2' 4.95 6'- O'ond LOU Over VtrwIV 4- 10.11 2'o 1rule' 5' 14.62 Over 18'10 24' Moe 6• structure r for trapezoidal RC Channel _ _ CONT . The rate colla sholl be Feinfocced pet Std Dwq Nu 2D393 Up Ilww 6' 3- 7,54 rV11evit, S. 14.62 Over OvileMhlule' 6' 0.9? 6' Over 0,00 24' Mee B" 2B'M orf OF qlF of i v NOTE. NCE LOCATION Above pool `w+erMiofM ltd wigk+s we m L&W eitso MF be oN M ewes" of CHAIN LINK FENCE DETAIL_ CALTRA NS STD. DWG. A78 -A NOTES i,& n I tF a ,AIr4mUtn (IU"Igk• cn u Cunt Felt Collo• pi►uEd in the em .I ,unClFon sit Liclure SW It no fuklwn slf ut:tue is imrfiod sr I 1 101 •t 1 • t' VA R I e5 �•.. 2 ,, 5 No 2, Std Owg No ?-Du2,whon erllertng PIPO on 5 No 1, . StJ Dwg No 2 D189,when entering R C bus I or reclungL'10F M C tion These Record Drawings have been prepared based (�1 Mounlrng bolts shall be of golvontttd on sleet AST" A301 for A Type I Flop Gott% and Type 316 oFnl•ss steel for Type I Flop r r - 4 e CONST. T Gott%, and embedded 5' into collar. 0 11 3 The flopgole sholl be co, Waterman, Coscode of District• 10 1 `• #A opploved equal outo Ic Ilop"e. destyr►ed lw 20 feet of I�11 M 'T _ sealing head unl otherwise shown on ct.t conIF00 orowings d 11 In n #4 red o! the top of the clton enulun 4 the „Y., dire Nin Is my ``•' 12 I ° v N structure r for trapezoidal RC Channel _ _ CONT . The rate colla sholl be Feinfocced pet Std Dwq Nu 2D393 1 11 arltjl,t aie.(ftJs 10' I I-0 1 x 3 CUTOFF WALL Floppole may be either spigol boc11 w floe bock, unless sperilled -� 3 SIDES ( T Y R) on the contract dro wings 132+84.82 Q7 The oulomotic flopgott %hall conform to Dnslrlct Slondord Speclfncolnons and sholl b• designed for 20 feel of seating --- head unit►% otherwise specified O orf OF qlF of i v I Ix Q R.C.B. __ Q � ' W A ap` LJ.I to J , A ' SYN wAnw o. wecnlmuw ♦ , ?'4.61 Revised Notes /•- VM.- 19• II PtrnteQ N01e 2 •r. .w 't-'•r.."r1•.4• _`w ri,.��`' .ir '�•`r. v`. ti .• r`•.c'_. .r- r PAVED DRAINAGE SWALE K*A o eY i G A. r.rttn •r - , - - -$47.04 E DOTE -- , . �OOW NO i 4'3 L WG. 2 �._.�._•_�._ NONE�6-Ia-C+9 s►,r:cT I ...._._..�". � ..-..W_ CWH L • APPROVED BY: ASL Engineers PASADENA (818) 792-13096 Consulting SANTA ANA (714) 979-1761 • diyzz dr PALM SPRINGS(619)320-4220.... Z RECDRD DRAW/NGS .3-07-80 11543 ' o 00NT OL ENGINEIR R. E. -. 0 REV/SED 411,497' /--ef4.9 tILLIAM D.. LE S EXP 6IM1317 ENGR. CITY � 4 Aft NO. DESCRIPTION DATE DATE Srgi F FILE NO. ` APPR. APPR• DESIGNED BY JRS4 NO CHECKED BY G.W,P, rtl R E V I S 10 N S DRAWN BY SPL DAT._ DEC. 1986 N.TS. ) 00.9 0 2 A FORD GRAPHICS 100405 - 21 Is _ it --1 -- - -1 FiPDM 132 f Bel . B� T0133 tt5�1.40 -• HIGH cn a. _ _ ..... NO 19 _ I TO EXP. JT. � These Record Drawings have been prepared based 126+00.00 on information submitted, in' part, by W.E. Blakely/ Varies B.F. & Associates, Inc., and Western Land 10' Concepts; Inc.-, that performed the field work on 6' SEE DETAIL 3 SUPERSEDES DRAWING OF THE SAME believed to be reliable, ASL Consulting Engineers is 6' not responsible for its accuracy nor for errors or Maintenance CCHANNEL_ MBER DATED DEC. 1953 these plans as a result. tot 201 58' 10' 1 1322+446_._4477 132+84.82 Varies JI --- Exp. 6'30-92 oc Nu. (A 1.10*) f -T E x�,� 1,-30_-90 i92A8 _ orf OF qlF of i v GAOaMU�ao Q R.C.B. 134+71.01 135+70.00 LOS ANGELES COUNTY -Yrs to 34' 7' to 91 Transition I 135+70.00 11 X 3' CU 34' -FLOOD CONTROL DISTRICT 9' --- � 163+20.00 165+12.19 WALL X 9' Maintenance Ramp 164+10.00 164+91.00 34' to ' A OMATIC FLAP GATE Transition on South Wall' 2-0' 165+10.00 20' LETS TO STO DRAINS 165+10.00 166+35.27 ' SYN wAnw o. wecnlmuw ♦ , ?'4.61 Revised Notes /•- VM.- 19• II PtrnteQ N01e 2 •r. .w 't-'•r.."r1•.4• _`w ri,.��`' .ir '�•`r. v`. ti .• r`•.c'_. .r- r PAVED DRAINAGE SWALE K*A o eY i G A. r.rttn •r - , - - -$47.04 E DOTE -- , . �OOW NO i 4'3 L WG. 2 �._.�._•_�._ NONE�6-Ia-C+9 s►,r:cT I ...._._..�". � ..-..W_ CWH L • APPROVED BY: ASL Engineers PASADENA (818) 792-13096 Consulting SANTA ANA (714) 979-1761 • diyzz dr PALM SPRINGS(619)320-4220.... Z RECDRD DRAW/NGS .3-07-80 11543 ' o 00NT OL ENGINEIR R. E. -. 0 REV/SED 411,497' /--ef4.9 tILLIAM D.. LE S EXP 6IM1317 ENGR. CITY � 4 Aft NO. DESCRIPTION DATE DATE Srgi F FILE NO. ` APPR. APPR• DESIGNED BY JRS4 NO CHECKED BY G.W,P, rtl R E V I S 10 N S DRAWN BY SPL DAT._ DEC. 1986 N.TS. ) 00.9 0 2 A FORD GRAPHICS 100405 - 21 Is _ it --1 -- - -1 FiPDM 132 f Bel . B� T0133 tt5�1.40 -• APPROV2D EPY TY 0F" =nN` ANA CITY E�(aIN-EE R R.C.4 ;SATE TYPICAL SECTION -RECTANGULAR CHANNEL LOOKING UPSTREAM N.T.S. I h /W R/W "Ave 161-6H FENCE T 13=460 ACCESS ROAD ,< A ROAD 1S'- 4"FENCE 1 • FENCES AS 5140kvN ON FL ANS ' i was i 1 1 r_ TYPICAL CHANNEL SECTION STATIONS HIGH DIMENSIONS f SEE DETAIL SHEET NO 19 111-- I TO I A These Record Drawings have been prepared based 126+00.00 on information submitted, in' part, by W.E. Blakely/ Varies B.F. & Associates, Inc., and Western Land 10' Concepts; Inc.-, that performed the field work on 6' 1/30/90 through,2/8/90. While this information is 129+50.00 believed to be reliable, ASL Consulting Engineers is 6' not responsible for its accuracy nor for errors or Maintenance omissions which may have been Incorporated into 129+50.00 these plans as a result. tot 201 58' 10' 1 1322+446_._4477 132+84.82 Varies No. 4337 W --- Exp. 6'30-92 oc Nu. (A 1.10*) f -T E x�,� 1,-30_-90 i92A8 _ orf OF qlF of i v GAOaMU�ao --- R.C.B. APPROV2D EPY TY 0F" =nN` ANA CITY E�(aIN-EE R R.C.4 ;SATE TYPICAL SECTION -RECTANGULAR CHANNEL LOOKING UPSTREAM N.T.S. I h /W R/W "Ave 161-6H FENCE T 13=460 ACCESS ROAD ,< A ROAD 1S'- 4"FENCE 1 • FENCES AS 5140kvN ON FL ANS ' i was i 1 1 r_ TYPICAL CHANNEL SECTION STATIONS HIGH DIMENSIONS (feet) NOTES FROM I TO I A H 126+00.00 127+50.00 Varies South Side 10' Transition 6' 127+50.00 129+50.00 ---0 6' 10' Maintenance Ramp 129+50.00 132+46.47 42' to 58' 10' Transition 1322+446_._4477 132+84.82 Varies 10' --- i92A8 _ --- --- R.C.B. 134+71.01 135+70.00 44' to 34' 7' to 91 Transition 135+70.00 163+20.00 34' 9' --- 163+20.00 165+12.19 --•-r 9' Maintenance Ramp 164+10.00 164+91.00 34' to 40' 9' Transition on South Wall' 164+91.00 165+10.00 40' 91.--- 165+10.00 166+35.27 30' to 34' 91 Transition on South Wall 166+35.27 166+60.19 34' 9' --- 166+60.19 167+68.98 --- --- R.C.B. If67+68.98 167+87.03 34' 8.' 167+87.03 16,8+83.76 34' to 31' 8' Transition 168+83.76 170+58.24 31' 8' --- 170+58.24 172+38.24 --- 8' Maintenance Ramp 171+88.24 172+63.24 31' to 34' 8' Transition 172+63.24 173+13.24 --- --- R.C.B. 173+13.24 174+13.24 34' to 25' 9' Transition 174+13.24 178+66.33 25' 9' --- 178+66.33 180+56.33 --- 9' Maintenance Ramp 180+56.33 180+86.80 25' to 25.34' 9' Transition 184+86.80 181+22,80 --- --- R.C.B. 181+22.80 181+53.27 25.34' to 25' 8' Transition 181+53.27 187+37.52 25' 8' --- 187+37.52 188+37.52 25' to 20' 8' Transition 188+37.52 197+97.90 20' 8' --- 197+97.90 201+71.14 20' to 42' 8' Transition 199+64.67 201+44.67 --- 8' Maintenance Ramp 201+71.14 202+24.20 --- --- R.C.B, 202+24.20 203+47.85 42' to 35' 9' Transition 203+47.85 213+88.85 35'9' 1--- 213+88.85 214+88.85 35' to 341 9' Transition N, 214+88.85 223+85.00 34' 9' --- 223+85.00 225+75.00 --- 9' Maintenance Ramp 225+75.00 227+80.27 34' 9' --- 227+80.27 228+61.31 --- --- R.C.B. 228+61.31 230+18.72 34' to 24' 9' Transition 230+18.72 242+42.12 24' 9' Limit of Channel r , PARAPET WALL (EXTENT"OP CHANNEL WALL) STATIONS HIGH NOTES FROM TO 195+30 213+88.85 2080 21 +00.0 ' 2' 1' Both Sides Both Sides ri ■ ' I 'I RETAINING WALL (ALONG PROPERTY LINE) ATIONS HIGH1 NOTES FROM TO 25+00 133+10 6' North Side 12 5 +00 132+66 6' South Side 212 + 09 214 t49 6' SOUTH SIDE 238 t 17 240 t 57 6' SOUTH SID'Ell t, , I SAN BERNARDINO COUNTY FLOOD C TROL DISTRICT cCALEt N ONr- �?PROJECT NO. D EC L E Z C' A N l E L 1 DE, AIL SHEET DWG. NO. 1 6 OF_L1._ t f .40604. wo IBtAcee, I' 1