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HomeMy WebLinkAbout1823-17$ R/W LI NE LINE 15 R/W(MIN.) 15 ROAD R/W LENGTH OF TRANSITION 15' R/W (MIN.) MAINTENANCE RAMP 12' (30'MINIMUM) CHANNEL STRAIGHT SLOPE 10% - A A MEET TOP OF CHANNEL ELEV. INVERT J 50' L e10= DEPTH OF CHANNEL-1- CHANNEL HANNEL R.C.B. CHANNEL J DIRECTION OF FLOW W TRANSITION TOP OF CHANNEL "lliT, 15' R/W (MIN.) 15' R/W (MIN.) ROAD R/W R/W F"-flo" r - PLAN OF VERTICAL WALL CHANNEL MAINTENANCE RAMP L • 10 = DEPTH OF CHANNEL 411 2' RAMP CUTOFF WALL 0 r TRANSITION 30' MIN. I R.0 CHANNEL INVERT .. .. !!fl� k, SECTION A -A ' 10'- 0" Spocin _- __ T_ _ Clear Opening -Varies 12' - 0" to 26' - 0" Id -O" Spacing - T'ypicol Rall and Trust Pond---�--- Typical ltoi%n ru1� Pc^il - - St91iPg1L___._ I'/= nom. die. I Y. nom die. Lint _Post I / JIQI std. goly. pips std goly pipe Sf9t"29 >t 4 min. for old from$ 01llsn6r W •.r I O go wife lies -- I y nota. Iia •Id:• �� r . !� oiy a P6 1011 Tr tip.' ! lti /// (f/ o) 12"o.0 _ Cut - ut lar 11 :,X. 12 019 6" momma Chain a Lock `�• r t �• 3/41 dfa Tension Rod OC �;\' r (IYP) 6"a 6" f �•, with adjustable lightener r \;•, I .f ono fillings i 1�f'.•. •• ��} ' '/�. ••fes �'� �•'}'.\•:.� 1. f f Igo $Pring Sigel I Ion �»:r �•`�' X: :rti \ wire with 11410 wit$ ~ •'?\�� f,: �;.r _•. •, 4 ties of 24"oc �•� C' {;:.`-��.;;;,1?S :\;'r •�_ 2 Mesh, 12" - -- :._II chain link fabric 4.11 • M gal wire lies (total 6 each •• 1•• ' •rl� ,� :�11•• •I • •I I Tis fabric to lop, ,(►r Plunger Rod Colch I I' , I/2 Crown jl•, •.11 ' post - equally spaced) 11'' •,(�, •'1 I•r bottom orad Nlllenof �' �• " .'I I�, with smooth ,•Ii ,•1 j • of from$ with llgo 12 dlo. or -O v ,i 1 bowel finish �•, .'I I'• wire lies of 12"o c. 16 dla or {} 1 1 'I Ir' (typical) ,•,•, 12" df a or G DOUBLE DRIVE GATE DETAIL 1]•M■ II i� I ISM - - - -- - ti Ll" pose. Uraci lobi rumor id eller OW other C. ".1ion Z NOTES: BRACES HEIGHT ROUND ROLL ROUND N 1 « Mown M i itentil breCa with ins$ rex Mel N YON completed unl.t}F o1MjjwlSe MMn �1e14 hole Panel Owe#6'thrul2' 44144 ow"s � M onlommate N a Dipbaol brace OitapMl brace, TaMiM "if" 6racted by the [ag'alrel (Line Mit Maitontol broce With �/" 3t$sl Tru$$ rod$ a Ntr, 1 tel Gal$ poll slay telco poll f9�.tiij is/,u%'� I• i i1 $rocs' - 37, It 37= 7.56 - \09 Dieeener erect N D-Sle I fel Mete Wilk 1 Ow"KeIMule "r Ttwo$A A 6' err I$' to 24' Mot. g < 241.06 Trwe too -192;•�„�6-1- n j,p roe$ . ©i 70 70 on Ith of sp«ili 96_ 00 80 _ 10.8 80 85� 72- 1 I 80 90_ _ 78 RC.CanaaNrxi.r; 9-0 95 84 1.38 90 IC­1_ 90 144 90 11;0 Ramp 164+10.00 q' 34;' to 40' 9' Transition P.C. concrete 164+91.00 -1. 40' T; q' X91. 10' 165+10.00 4 'p 30' 3'-0 of Gole poet ;_ 10. '9' "*A 31trailsn»c trails Ere() ANJSORNER hNNq n on South Wall 166+35.27 166+60.19 34' POS. e3SEMdLY wcliaNNN.illiff .at0 tat pods at lO0a'041AIlhrvat rY�CL•4,19"IaOtK --- t -e" ter Imit I$" Ill" 60,140 V-6, to lebrk f«s W4060•hk , 'Y•0' Haid ON 11.1$44 in bah di,tcl.arr Type CL- 6.72' fabric - . IN tobri$ 49'eng ever $'•0• I« lowic go•ow ever !•COPi 11101 INS «ocinq Ono flu$" mol at omlato whin IM lobno 16 . 167+87.03 ! i $IIUtMe by $gvipmonl - ..._ _ 8.,1 --- I ISM tt/w LINE POSTS END.LATCH9CORNERPOSTS NOTES: BRACES HEIGHT ROUND ROLL ROUND N 1 « Mown M i ROLL FORMED H at Shown M MMn �1e14 (I0.1 Owe#6'thrul2' 44144 ow"s lies eMe MNow) i 4'tr1Yj a'/itt4y ( 3" noel below) TYPICAL MEMBER DIMENSIONS GATE POST LINE POSTS END.LATCH9CORNERPOSTS NOTES: BRACES HEIGHT ROUND ROLL ROUND N ROLL FORMED ROUND ROLL FORMED H II.D) r&MEO IID! V, 10 n (I0.1 Owe#6'thrul2' 6t iii IA/t' I',y'IIJ Z't13j t' 3'/e`t34 4'tr1Yj a'/itt4y she' lye' 14�c1 1 t1$� Isi�trt; 1$r,'.11y; f9�.tiij is/,u%'� pecifications- and olher provisions of IM Specifications- 13i; 21/ 37, It 37= NOTE. FENCE LOCAT,,, ION Abow post dlmontions and veto's an eA Larger els« m" be lilted ansppevaf of CHAIN LINK FENCE DETAt L CALTRA NS STD. DWG. A78 -A H a U) oz VARIES o w SEE DETAIL O + cn + +o c4 0 EXP. JT. I � lS> + i- 0 a) +z ow TOP OF CHANNEL �-- FLOW CHANNEL JI VEE SWALE JUNCTION DETAIL N.T. S. �J A �1 f TYPICAL SECTION -- RECTANGULAR CHANNEL LOOKING UPSTREAM) Storm Drain NOTES'. 2 FITIN 132 64,6,4 70133 (554.40 -- Mvunl Ine .x,tomohc flglyoli• cn u concrete collur polled 1n the end of ILIO 14-0 Channel or flox Wolle o junction structure spur if no junction struchre 1s specified, use e� a •o• Cc /Automatic Flap Gate J 5 No 2, Sid No 2-0112,when erderrn VA K I e J 2 9 --� EXP JT. (T,vq q pipe and J 5 No I• a '• r. /Vertical Face Std Uwg No 2-DI69,when entering R C bat I s * ' - FILLER MAT. ♦\ \ I -! 5N or reclungular R C cnan ' 0 s 4 ' 4 .e ° a aj Mounting bolls shall be of galvanized carbon steel ASTIR A307 for ° 4 -4 \ I I Type I Flo Gales and 1 ` tr D YDg 316 stainless steel for T 5, d • roe II FIOD _ .4 CONST JT, I I Gates, and embedded 5' into the collar.4 12ff E.W. 1 1 \ I /0 3 The flopgote shall be Afmco, Waterman, Cascade or District - I �. „ C) [ a ' 3"Rod -lyp II 1 „ t Q- C approved equal outomolic tlopgote, designed for 20 feel of M #4 I2 _ \ I SEE Im1 I 19 1 sealing head unless olherwlse shown on tfle contract arowings �T „ 1.0 FFI Line Elevation f 1 t- J 4 The "Y" dimension Is measured of the lop of the lunchon 4 �Q% 12 N 'DETAIL SHEE �- NO 19 shown on project dwgs I I 1 I t Connector Pipe structure spur for Irupezoidol RC Channel CONT. -r -' - �• B 5 The concrete collar shall be reinforced per Std Dwq No 2 D393 t 11 when angle 0 exceeds 10` '' I-0 1 x 3 CUTOFF VN4A L L SECTION B / Concrete Collar 6 Flopgote may be either spigot back of flat back unlass speclflerl on the contract drawings 3 SIDES (TY R) N.T.S• _ ` RCP /�7The outomahc flo Agate shalt Conform l0 0lslrfcl Standard �z These Rekord Drawings have been prepared based Specifications and shall be designed for 20 feet of sooting __- head unless otherwise specified _a on Information submitted, In part, by W.E. Blakely/- ® B.F. & Associates, InQ., and Western Land -_' Concepts; Inc., that performed the field work on SECTIONAL ELEVATION x .. X 1/30/90 through 2/8/90, While this information is 1. A - :ate believed to be reliable, ASL Consulting Engineers is R \ w a ~ . 00111. ACCESS RD. nQt responsible for its accuracy nor for errors or --1 4 4 omissions wh'ch mn h bt d 'oto • �0oe. E \ Page 1 m �1 I � � + A "'SECTION B -B REVISIONS .D in GATE POST I NOTES: GALE w IHS NOMINAL 1.0. wEtGtt PER In q O__ 1. The above 10014 shows enomplee of poet and broce sections Which may comply 2 I2" 4.95 6'- O'ond Lou Owe#6'thrul2' with IM Specifitations. 10.79 HlfrtwAY 14.62 Over 18'10 24' Molt 2. Sections shown In the toblos must also comply with the strength rooiromenfe 16.97 24 - pecifications- and olher provisions of IM Specifications- OTHER HO H ER FFIE EW WAYS 3. Diner sections which comply With the strength requirement$ and other provislons 7.56 of the Sp.cificatlone may be utod on approval of the Engineer. f l>ll; Offset to M t'•0" at monument locell"it, rnbasvrse el to. angst, to R/w lines, Lege► N ecAgvs Mhe1 Io M of Nestd Isng. if 4. Options exercised shell M uniform on any ani,pr SC --I. 5 Dlmensi- shown oro, nominal NOTE. FENCE LOCAT,,, ION Abow post dlmontions and veto's an eA Larger els« m" be lilted ansppevaf of CHAIN LINK FENCE DETAt L CALTRA NS STD. DWG. A78 -A H a U) oz VARIES o w SEE DETAIL O + cn + +o c4 0 EXP. JT. I � lS> + i- 0 a) +z ow TOP OF CHANNEL �-- FLOW CHANNEL JI VEE SWALE JUNCTION DETAIL N.T. S. �J A �1 f TYPICAL SECTION -- RECTANGULAR CHANNEL LOOKING UPSTREAM) Storm Drain NOTES'. 2 FITIN 132 64,6,4 70133 (554.40 -- Mvunl Ine .x,tomohc flglyoli• cn u concrete collur polled 1n the end of ILIO 14-0 Channel or flox Wolle o junction structure spur if no junction struchre 1s specified, use e� a •o• Cc /Automatic Flap Gate J 5 No 2, Sid No 2-0112,when erderrn VA K I e J 2 9 --� EXP JT. (T,vq q pipe and J 5 No I• a '• r. /Vertical Face Std Uwg No 2-DI69,when entering R C bat I s * ' - FILLER MAT. ♦\ \ I -! 5N or reclungular R C cnan ' 0 s 4 ' 4 .e ° a aj Mounting bolls shall be of galvanized carbon steel ASTIR A307 for ° 4 -4 \ I I Type I Flo Gales and 1 ` tr D YDg 316 stainless steel for T 5, d • roe II FIOD _ .4 CONST JT, I I Gates, and embedded 5' into the collar.4 12ff E.W. 1 1 \ I /0 3 The flopgote shall be Afmco, Waterman, Cascade or District - I �. „ C) [ a ' 3"Rod -lyp II 1 „ t Q- C approved equal outomolic tlopgote, designed for 20 feel of M #4 I2 _ \ I SEE Im1 I 19 1 sealing head unless olherwlse shown on tfle contract arowings �T „ 1.0 FFI Line Elevation f 1 t- J 4 The "Y" dimension Is measured of the lop of the lunchon 4 �Q% 12 N 'DETAIL SHEE �- NO 19 shown on project dwgs I I 1 I t Connector Pipe structure spur for Irupezoidol RC Channel CONT. -r -' - �• B 5 The concrete collar shall be reinforced per Std Dwq No 2 D393 t 11 when angle 0 exceeds 10` '' I-0 1 x 3 CUTOFF VN4A L L SECTION B / Concrete Collar 6 Flopgote may be either spigot back of flat back unlass speclflerl on the contract drawings 3 SIDES (TY R) N.T.S• _ ` RCP /�7The outomahc flo Agate shalt Conform l0 0lslrfcl Standard �z These Rekord Drawings have been prepared based Specifications and shall be designed for 20 feet of sooting __- head unless otherwise specified _a on Information submitted, In part, by W.E. Blakely/- ® B.F. & Associates, InQ., and Western Land -_' Concepts; Inc., that performed the field work on SECTIONAL ELEVATION x .. X 1/30/90 through 2/8/90, While this information is 1. A - :ate believed to be reliable, ASL Consulting Engineers is R \ w a ~ . 00111. ACCESS RD. nQt responsible for its accuracy nor for errors or --1 4 4 omissions wh'ch mn h bt d 'oto • �0oe. E \ Page 1 m �1 I � � + A "'SECTION B -B REVISIONS .D in GATE POST z- in FENCE HEIGHT GALE w IHS NOMINAL 1.0. wEtGtt PER In q O__ Up Ifuu 6' 2 I2" 4.95 6'- O'ond Lou Owe#6'thrul2' 4' 10.79 erl2'lhruW j' 14.62 Over 18'10 24' Molt 6' 16.97 24 - - 4- -2" UD llr4 6' 3• 7.56 Over 611#02' S' 14.62 Over Ow"KeIMule 6' 16.97 6' err I$' to 24' Mot. B' 241.06 NOTE. FENCE LOCAT,,, ION Abow post dlmontions and veto's an eA Larger els« m" be lilted ansppevaf of CHAIN LINK FENCE DETAt L CALTRA NS STD. DWG. A78 -A H a U) oz VARIES o w SEE DETAIL O + cn + +o c4 0 EXP. JT. I � lS> + i- 0 a) +z ow TOP OF CHANNEL �-- FLOW CHANNEL JI VEE SWALE JUNCTION DETAIL N.T. S. �J A �1 f TYPICAL SECTION -- RECTANGULAR CHANNEL LOOKING UPSTREAM) Storm Drain NOTES'. 2 FITIN 132 64,6,4 70133 (554.40 -- Mvunl Ine .x,tomohc flglyoli• cn u concrete collur polled 1n the end of ILIO 14-0 Channel or flox Wolle o junction structure spur if no junction struchre 1s specified, use e� a •o• Cc /Automatic Flap Gate J 5 No 2, Sid No 2-0112,when erderrn VA K I e J 2 9 --� EXP JT. (T,vq q pipe and J 5 No I• a '• r. /Vertical Face Std Uwg No 2-DI69,when entering R C bat I s * ' - FILLER MAT. ♦\ \ I -! 5N or reclungular R C cnan ' 0 s 4 ' 4 .e ° a aj Mounting bolls shall be of galvanized carbon steel ASTIR A307 for ° 4 -4 \ I I Type I Flo Gales and 1 ` tr D YDg 316 stainless steel for T 5, d • roe II FIOD _ .4 CONST JT, I I Gates, and embedded 5' into the collar.4 12ff E.W. 1 1 \ I /0 3 The flopgote shall be Afmco, Waterman, Cascade or District - I �. „ C) [ a ' 3"Rod -lyp II 1 „ t Q- C approved equal outomolic tlopgote, designed for 20 feel of M #4 I2 _ \ I SEE Im1 I 19 1 sealing head unless olherwlse shown on tfle contract arowings �T „ 1.0 FFI Line Elevation f 1 t- J 4 The "Y" dimension Is measured of the lop of the lunchon 4 �Q% 12 N 'DETAIL SHEE �- NO 19 shown on project dwgs I I 1 I t Connector Pipe structure spur for Irupezoidol RC Channel CONT. -r -' - �• B 5 The concrete collar shall be reinforced per Std Dwq No 2 D393 t 11 when angle 0 exceeds 10` '' I-0 1 x 3 CUTOFF VN4A L L SECTION B / Concrete Collar 6 Flopgote may be either spigot back of flat back unlass speclflerl on the contract drawings 3 SIDES (TY R) N.T.S• _ ` RCP /�7The outomahc flo Agate shalt Conform l0 0lslrfcl Standard �z These Rekord Drawings have been prepared based Specifications and shall be designed for 20 feet of sooting __- head unless otherwise specified _a on Information submitted, In part, by W.E. Blakely/- ® B.F. & Associates, InQ., and Western Land -_' Concepts; Inc., that performed the field work on SECTIONAL ELEVATION x .. X 1/30/90 through 2/8/90, While this information is 1. A - :ate believed to be reliable, ASL Consulting Engineers is R \ w a ~ . 00111. ACCESS RD. nQt responsible for its accuracy nor for errors or --1 4 4 omissions wh'ch mn h bt d 'oto • �0oe. E \ Page 1 m �1 I � � + A "'SECTION B -B REVISIONS .D in B- in z- in r ft i 2_ z 4 A q O__ 15 27 _5,t 50 40 18 33 50 40 2 1 39 5.0 4 0 24 - - 4- -2" 5 .04 _0^ 30 51 GO 45- 36 60 60 5 0 42 72 70 ` 0 -192;•�„�6-1- - - - 54 ©i 70 70 60 96_ 00 80 66 10.8 80 85� 72- 1 I 80 90_ _ 78 126 9-0 95 84 1.38 90 IC­1_ 90 144 90 11;0 A. EXP. JT. �_ °' • - • ' • = • •. , • • these plans as a result. ave sen Incorpora e I SEE DETAIL 3 'LOI 204 00 LL0000,11111111111111 ANs ce ���� Q�®f Gs,,f. SUPERSEDES DRAWING 4F THE SAME _ CHANNEL NUMBER DATED DEC. 1953 QI r „ LCOS ANGELES COUNTY 3 rM I x3 CUTOFF '� No. 4337 W Flo. 041360 FLOOD CONTROL DISTRICT t _ 4 . q M �j( 7� , yrf ; t' q -- -- ---_ _ _ �.._ c-� WALL x 40 LONG P• 310=92 eve T i' w d Exp. 1-30--q,3 ��y AUTOMATIC FLAP GATE 20' 20' 4 >Fs INL E TS TO �1�. C.S. 0��` ��l cIYI� 4 f CA0 F OF CA001R _ STORM DRAINS SYH ►orf" DAre o$scelrnor, 1.SECTION C CNCC•ra tr Q `-`- . �, 3 r 7 r<onNr�ua �. - r ov.i .r'co•..•RN1rwr.____._.,.__ 10-1-69 Revised Notes H VM 319•!1 Reined Note 2` r i, f A�iiq__-=�_>r�9-4�,.+.��`y.i.�>y �N>t.. Y.r-- PAVED' DRAINAGE SWALErA NTs. nrt.6Nr° Y1 1 v �� .A `I � e i•N.N INGINII• .e..M4. •M CN... °C /V I• 1•14 NCIR i O, C�'� - - - -- - r errev+ttn- N.T.S. 19 cwli NONE 6-1©-G9 Er stlE APPROVED BY: APPROVZD BY: ASLo n s u s nEngineers PASADENA (818) 792-3096 1� `, Y 0� F ON I sA NA SANTA ANA (714) 979-1761 'y� .�• �1 REC6RD DRAW/NCS 3-07-90 • PALM SPRINGS (619) 320-4220 ' i_O " '-"-`"-" -"- ' CONT OL ENGINE�;R �I`CY EI�!GINE�f� R.C.E. 0 R. E. 115 4 3 � . .� R :.,�... Q RfV/SE'D Cf/Ak%' /Z.f8,9 1LLIAM D. -,LE .� EXP �p/.�/f:�� ,• . • ENGR. CITY � � � •~ ,. - S-2_89 N0. DESCRIPTION DATE DATE -• ---- APPR. APPR. J,RS4 NO G.W,P SCALE FILE NO. DATE - DESIGNED BY CHECKED BY •�"�L'E`�T - -" R E V I S 10 N S DRAWN BY SPL DATE DEC. 1986 N.T.S. ,14,00.9 0 2 A FORD GRAPHICS 100405 N.T.S. e A/W 1 6t sn uAn ��$- 641 R/W FENCE 6� 151- 4" ACCESS ROAD x ACCESS ROAD I. r- 4" _r '"nFENCE 1 FENCES AS $90NN OA/ z Its"PL ANS it TYPICAL CHANNEL SECTION STATIONS HIGH DIMENSIONS (feet) NOTES FROM TO A M 126+00.00 -127+50.00 Varies 238 t 17 10' Transition 127+50.00 129+50.00 ---© 10' Maintenance Ramp 129+50.00 132+46.47 42' to 58' 10' Transition 132+46.47 132+84.82 Varies 10' --- -192;•�„�6-1- - - - - - - R.C.B. ' 134+71.01 135+70.00 44' to 34' 7' to 9' Transition 135+70.00 163+20.00 34' 9' 163+20.00 165+12.19 --.- 9' Maintenance Ramp 164+10.00 164+91.00 34;' to 40' 9' Transition on South Wall` 164+91.00 165+10.00 40' X91. --- 165+10.00 166+35.27 30' to 34' '9' Transition on South Wall 166+35.27 166+60.19 34' 9' --- 166+60.19 167+68.98 --- --- R.C.B. W7+68.98 167+87.03 34' - ..._ _ 8.,1 --- 167+87.03 163+83.76 34' to 31' 8' Transition 168+83.76 170+58.24 ,31' 81 170+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'+66t33 180+56.33 --- 9' Maintenance Ramp 180+56.33 180+86.80 25' to 25.34' 9' Transition 180}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' 213+88.85 214+88.85 35' to 34' 9' Transition 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 PARAPET WALL (EXTENTrOF CHANNEL WALL) STATIONS HIGH NOTES FROM TO 213+88.85 1 ' 21 -f'GO 00- 11, Both Sides Both Sides RETAINING WALL (ALONG PROPERTY LINE) TATIONS FROM T TO I HIGH NOTES 129+00 133+10 6' North Side 125+00 132+66 6' South Side 212t 09 214 t 49 6' SOUTH SI PE 238 t 17 240 t 57 61 � SOUTH SIDE, k• ' i 18Z3�. .. _ Z , z. - � ..... „.._ "�--- -- -. .w.. x� . -._ �.- .. ..._ � - ...._ +=-+Ic -. em ... .,ice. _ .... _._.. . _r.... �.. � ,4 _ r. _aw.d•- '.�' ..x. rF r• . L.+ �- .,:�- - `�: F � sA•.-s-.... , E` �,.. ...E Q _ . ... .� t .. _ ,' , _ i .t