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Home My WebLink AboutR_5834_Sr rr' ,-, FULLE , N GAR' El \ ' g SAN BERNARDINO COUNTY --- \ ·, \' RIV:RSIDE ____:O~NTY ' <: BE A Cnrl---',;:t-r--+---H'-l-t7'<:"7 CLEVELAND I L__ "' SUNSET BEACH " " NAT I ONAL '.._ " -t--l-r-n/,T"l\"1 I I BEACH D I/ " 1-+-00l~NA DEL MAR _, NEWPORT ', BEACH INDICATES AREA SHOWN ON LOCATION MAP ' LAGUNA , BEACH ', l "'FOREST EL TORO CAPISTRANO SAN DIEGO COUNTY VICINITY MAP 0 5 10 SCALE IN MILES ' PROP BONITA CAN'IDN ROAD CONNECTION------ EXIST BONI CANYON R ~. ~ EG. CONSTRUCTIOf\~ 5+00.00 ,_,,_ ~ 'p ' ,<\•. <'?0, 0 -'IZ et, o;-/END COi\ STRUCTIO ®,t-/~ 93+ 23.00 + ~ q'J' au '<) LOCATION MAP ~ALE: 1"= l~OC 1 SAN JOAQUIN HILLS RD.-, ' SANTA ANA,CALIFORNIA sc~~NE I DFR, DI RFCTC)f~ PL_ANS FOR Tr~A.·1- cor,~STRUC~T I ON PORT I Or~ OF ~ffi\~W©~ OF \J--v-!J-~ [b r½• ~[Q) ~ [}={J~~~lE ll C) (r'tJ() ~<L FRO~/: COYOTE CANYON TO CA1~YON OF COYOTF SOUTf-l STA" 5+00a00 -r o PRIVATE ENGINEER'S NOTE TO CONTRACTOR CAUTION: The enginoer preparing these plans will not be responsible far, ar !iab!e for, unauthorized changes to or uses of those p!ans. All changes to the plans muat be in writing and must be approved !Jy the prepa:rw of these plans. ~!Ai ~1TA I [\l~nu BY' 1Vi1.,I~ iLI) lo ENGINEER FMA-PUBLIC WORKS CANYON LANDF I Ll_ 93+23a00 BASIS Or-BF AR I f\JG STATE OF CALIFORNiA LAMBERT COORNIDATE SYSTEM ZONE VI BASED ON THE LI NE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL STATIONS "MUSTARD 2" AND PELICAN HI LL "BE I NG N30" I 6 '05 "W (OCS 1-1-75 DATUM). APPROVE FOR CONTRACT ADMINISTRATION ASSESSMENT DISTRICT PELICAN HILL ROAD ASSESSMENT D I STRICT 88-L UNDER THE SUPERVISION OF: :~ f-. ~~ ~__g,Q Jf'.MES E~GDONALb ~ ,:;, ·/3 -87 RCE 29464 / ' ' ( INDEX OF SHEETS SHEET DESCRIPTION j 201. TITLE SHEET 'Z, 202. GENERAL STRUCTURAL AND CONSTRUCTION '3 203. 4 .204. !J 205, {, 206. 7 207. a 20a. "§ 209. lo 210. // 21 I. ;?-2i2. /;$ 213, /4-214. -t&. 215, 11 216. di 217. l'l 218. -·'vi 219. i,~ 220. '<}';, 221. ·i,1-222. 7';? 223. i,(ffe 224. 1'1 225, 1,,'C' 226. ,z,q 227. 'j,O 228, ";,! 229. ~1, 230. ,. 231. '34· 232. ',:> 233. ?fa• 234, -,,1 235. ,.r, 236. '5'l 237. 4• 238. A-I 239. NOTES -ESTIMATED QUANTITIES INDEX M/1.f' PLAN AND PROFILE -STA. 5+00,00 TO STA. 16+00.00 PLAN AND PROF I LE -STA. I 6+00. 00 TO STA. 28+00, 00 PLAN AND PROFILE -STA. 2~+00,00 TO STA, 38+35.69 PLAN AND PROFILE -STA. 38+35,69 TO STA. 46+48,25 PLAN AND Pl10F I LE ·-STA. 46+48. 25 TO STA. 57+00, 00 PLAN AND PROFILE -STA. 57+00,00 TO STA. 66+50.00 PLAN AND PROFILE -STA. 66+50.00 TO STA. 76+60.00 PLAN AND PROFILE -STA. 76+60.00 TO STA. 85+50.00 FLAN AND PROFILE -STA. 85+50.00 TO STA. 93+45.00 PLAN AND PROFILE -LINE •c• STA. 0+00.00 TO STA, 2+35,00 R.C. RECTANGULAR CHANNEL SCHEDULE AND DETAILS SINGLE REINF. GONC, BOX SCHEDULE AND DETAILS DOUBLE REINF. CONG. BOX SCHEDULE AND DETAILS REINF. CONG. INLET STRUCTURE CHANNEL ACCESS RAMP DETAILS INLET STRUCTURE DETAlt:S STEEL,FLARED END SECTION OUTLET STRUCTURE DETAILS SPIRAL STEEL RIB PIPE DETAILS INLET STRUCTURE \'I/STRAIGHT WING WALL MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS LATERAL PROFILE SURCHARGE GRADING -STA. 7+00,00 TO STA. 14+00.00 SURCHARGE GRADING -STA. 14+00.00 TO STA, 23+00.00 CHANNEL GRADING -STA. 5+00.00 TO STA. 14+00,00 CHANNEL GRADING -STA. !4+00.00 TO STA, 26+25,23 CHANNEL GRADING~ STA, 26+25.23 TO STA. 38+35,96 CHANNEL GRADING ·-STA. 38+55,96 TO STA. 51+50.00 CHANNEL GRADING -STA. 51+50.00 TO STA. 64+50.90 CROSS-SECTiONS -STA, 6+00.00 TO STA, 16+00,00 CROSS-SECTIONS -STA. 17+00,00 TO STA. 26+00.00 CROSS-SECTIONS -STA. 27+00,00 TO STA. 36+00,00 CROSS-SECTIONS -STA. 37+00,00 TO STA. 46+00,00 CROSS-SECTIONS -STA. 47+00,00 TO STA. 56+00,00 CROSS-SECTIONS -STA. 57+00,00 TO STA. 64+00,00 AGENCY--UT I L I TY PHONE ' ' r--J o . so. CALIFORNIA EDISON (714) 859-5253 PACIFIC BELL TELEPHONE (714) 966-5215 so. CALIFORNIA GAS {714) 534-0251 METROPOLITAN WATER DISTRiCT (213) 250-6000 LAGUNA COUNTY WATER DIST. !714) 494-1041 IRVINE RANCH WATER DISTRICT [714) 833-1223 COMMUNITY CABLEVISION (714) 721-5226 THE IRVINE co. CA. G. DIVISIONl (7'.J,:l.l • ..5.;4,:c8890 UNDERGROUND SERVICE ALERT (800) 422-4133 ' .... ORANGE COUNTY GSA/WASTE !1:1:;i:41c.'.:56.ir.<!160=·c._ .. '------.,. ... MANAGEMENT DIVISION I! l.\ . , ' I ? 1~"::· {! "" ..... ) ' •"'..;, !-<it\, "\. ' •', ,) -:) ·~·"'' ½ t),..,,·j. ~ j, t! --~ /4\i \1Ur ~)-; ,o ::; f-,:_; '":·/',fut',;;_.~-, __ ,. ~ rt::} 1_·'.; :7: \, BENCH M.A.RK ' ELEV. 186.356 1976 ADJ. l. -. . -~-.:::..::·-·· ··.:::·~--:-• -~".:;:,:::;::·:.-;·:~;:,'";,,,--:;._;:,.=.--: •. All.UMINIUM CAP STAMPED 3DD.30,70 ABOUT l. 35 OF A MILE SOUTHEAST ALONG BONITA CAflYON ROAD, FROM THE INTERSECTION OF MACARTHUR BOULEVARD, ABOUT 0.25 OF A MILE WEST ALONG THE ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, .81 FEET EAST OF A POWER POLE NUMBER 1816430 E, 24 FEET SOUTHWEST OF THE CENTER LINE OF BONITA CANYOt, ROAD, i. 5 FEET NORTHEAST OF BARBED WIRE FENCE, IN TOP Of A CONCRETE POST~ ABOUT LEVEL WITH THE CENTER OF THE ROAD AND WITNESSED BY A STEEL POST ABOUT I FOOT NORTHEAST. .0, ;;// Ml:5C.·,a5:J3u1L T R'F.v1s1of.is I :5€6' Af"/7-tC4~L[~ I /zhz" \ REVISFD ,;f,~AO/lVG A,Yp CON(RETE /J/MINS ------··---···~-·--,1-......-Sh'CE7S ____ I I ··-- ,l). ;SIi 400 AC, eJC/Ud 4ND £XTEND ,:;,vc,-/'tSIDIE: O~A/N ""' -i l'f,1;/~I AoJAC.t!:NT TOCOrbTCC4NYoNCN'AAW~OU7L.E'T ?a\ 15H REVISED COYOTC CANYON C;tANNEl r..c.e,. ro.;.;:: _ _.,_,..,,.--;!"" ,_;,. .-·~<;T/'.0 •--;,.,..,., &F? l,qJ/c,j::tJ ;:;, SH 400 /NlET /?ISE!'/f:.::J ON STOfl:M Oi'?,-1/N t..dT!iR,tU.;::t p..z ".,1,V.o "C ,, .?Ot ?ICJ, 811,~52. o/M,':!J/ Ja-SIi KEVIS£D LIMITS OF .Fflrl: 4NO CC C;l/,LJ;VNl.=Z St..lAC/2'_41'(Gt;; JS;,, '7,. ,::.,,·1.c3/;f, • e 5-¢ e3if k'z'.'.f"o ;,b\ 611 /<"CC Access RAMP' REVISIONS . C/8, 8'/6',4 i-;,~41/9/ // 5,ij ,f'CIN/"bA;'CE'O CONC.1u::re OIANNEL RCl"AIR IJ!iTAll.S ~ £RC:::voN CUMAGC .?/4A 5/1/91 I 5H ADD S!GR.¥. OMIN lATE~AL "% "'WITH Il'ILt=T 21s·zgc;,, .,,,/&/so ' " 6H RE/i/~£L'J PLAN f--01'¢._ M0,0/l'"iCAT/ONCJF ,e:;<JSTING c.S.P, ove~s1oe ORAIN .4.00CO•NorE 231 8/.,o/'30 I&\ :11'1 1'?€VISEO TOPO /11?!!'.4 c::.,-c11 STA, Z2/0o ro ST,4,,;'157,too e3qE.3/ o/4/90 _ z35. e.3.-.,yJ!_sr,. /2,\ 6)/ .:::.,;b. t..fiT£R-;rz:--§izE AN.P <.o~ TION ~c:v/ff/oN3~-'~5,jJ.., ,Za<;,, M'-'9o oN COY07'~ C4N,.,,.,,..,N C#4NN. _, e/e. e1 ~-I! i!ea,. " A ,\ ;.s<' C,0,lt''X:e'CTiON,, PO~ RCB W/NOOW5 ON -21'4 £17, Ct:5 "1/G/90 -~n:,;,;,.,· C4NYOty_<;(/.4NNel .. fl'l:...4 , It. ,\ .11/ BULLETIN NO . ( ~ (3 l?CVISIONS 48_,2/ll 3/3/90 . -.. ' -/\ BY DESCRIPTION SHEET ,;pp• DATE REVISIONS . -, -( J w. o. NO. S.HEET 2()1 OF 239 DWG. NO. I / \_ ! 6~4{ GENERAL NOTES I • ALL WORK SHALL BE IN CONFORMANCE WI TH THE LATEST ED I Tl ON OF THE ORANGE COUNTY STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, AS WELL AS E.M.A. STANDARD PLANS. A COPY OF WHICH SHALL BE KEPT ON THE JOB SITE. { USE 1989 EDITION) 2. LOCATIONS Of PUBLIC UTILITIES SHOWN HAVE BEEN DE TERM I NED FROM AVAIL- ABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTR.~CTOR TO DETERMINE THE TRUE LOCATION OF ANY EXISTING UTILITIES AND TO EXERCiSE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. 3. PRIOR TO THE PLACEMENT OF ALL THE IMPROVEMENTS, THE SOIL ENGINEERS SHALL CERTIFY IN WRITING TO THE COUNTY INSPECTOR,THAT THE STORM DRAIN SUBGRADE AND THE SOIL BEARING CAPACITY ARE OF ADEQUATE STRENGTH TO SUPPORT THE STRUCTURES AND ANY ANTICIPATED LOADS. 4. ALL TRENCH EXCAVATtONS SHALL CONFORM TO STATE Of CALIFORNIA CONSTRUCT- ION SAFETY ORDERS. 5. ALL FILL MATERIAL SHALL BE COMPACTED TO 901/. RELATIVE COMPACTIONS AND 95% FOR STRUCTURAL BACKFILL AS DETERMINED BY CALIFORNIA TEST METHOD 216E, ALL BACKFILL MATERIAL SHALL BE FREE FROM VEGETABLE MATTER. 6. ALL MATERIALS TESTIMG FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE NUMBER, LOCAT- IONS, AND FREQUENCY REQUESTED BY THE COUNTY'S INSPECTOR. 7. FILTER MATERIALS SHALL BE PLACED PER O.C.E.M.A. STANDARD PLAN NO. 1808 BELOW RIP-RAP AS SHOWN IN DETAIL. THE FILTER SHALL BE POLY-FIBER GB OR EQUIVALENT WITH AN EQUIVALENT OPENING SIZE (EOSl OF 42 FOR POLY- FIBER GB. 8. DURING RIP-RAP CONSTRUCTION, EXCAVATED MATERIAL TO BE STOCKPILED OIJT OF CHANNEL. 9 . R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. IO . ALL CONCRETE IN RE i NFORCED STRUCTURES SHALL BE 3250 POUNDS PER SQUARE I NCH IN 28 DAYS EXCEPT FOR HJVERT SLABS AND STARTER WALLS, WHERE THE REINFORCED CONCRETE SHALL BE 5,000 POUNDS PER SQUARE !NCH IN 28 DAYS (PORTLAND CEMENT SHALL BE TYPE VJ I I . PR i OR TO THE COMMENCEMENT OF CONSTRUCT I ON, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE STATE DIVISION OF IMDUSTRIAL SAFETY. A COPY OF THE PERMIT SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. 12 . PRIOR TO EXCAVATION, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR LOCATION OF THE.IR SERVICES. 13 . THE CONTRACTOR SHALL CONDUCT CONSTRUCT i ON OPERATIONS IN SUCH A MAl,INER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THEIR EXISTING STREET OR DRAINAGE COURSES. 14 . IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONDUCT CON- STRUCTION OPERATIONS TO PROTECT WATERS f'ROM POLLUTION WITH FUELS, OILS, BITUMENS, OR OTHER HARMFUL MATERIALS 15 . ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE WITH O.C.E.M.A. STANDARD PLAN NO. 1319 AND UNDER O.C.E.M.A. INSPECTION 16 • THE CONTRACTOR SHALL PROVIDE AND VERIFY HORIZONTAL AND VERTICAL ALIGNMENT OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION. i 7 . 18 . 19. 20. TYPE V CONCRETE SHALL BE USED FOR ALL STRUCTURES WHICH COME IN CONTACT WITH IMPORT FILLS WHICH THE SOILS ENGINEER HAS DETERMINED TO BE HIGH IN SULPHATES. FOR REIMFORCED CONCRETE BOX AND RECTANGULAR OPEN CHANNEL, STEEL CLEARANCES WILL BE BASED ON THE O.C.E.M.A. MANUAL DATED JULY 1972, OF ORANGE COUNTY FLOOD CONTROL DISTRiCT AND PER TYPICAL SECTION DETAILS or THIS SET OF PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- BILITY FOR JOB SITE CONDITIOMS DURlNG THE COURSE OF CONSTRUCION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO MORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY, AND HOLD THE AGENCY AND THE ENG I NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONMECT!ON WITH THE PERFORMANCE OF WORK ON TH IS PROJECT, EXCEFTI NG FDR LI AB IL l TY AR IS I NG FROM THE SOLE NEGLIGENCE OF THE AGENCYOR THE ENGIMEER. ALL PiPE LENGTHS ARE ON A HORIZONTAL PROJECTION BASED ON STORM DRAIN CENTER LI NE STATIONING. I . 2. 3. 4. 5. 6. 7. 8. 9. l O. I I , 12. 13. 14g I 5, 16. 17. 18. 19. 20. 2 ! . 22. 23. 24. 25~ 26~ 27. 28. 29, 30, 31. 32. 33. 34. ' 35~ 36. 37. 38. 39. 40. 4 i. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51 . 52. 53. 54, 55. 56. 57. 59. S8. 60. 6 l . .. 62. 63. 64. 85. 66. 67. 68. 69. co~~STRUCT i ON ~~OTES CONSTRUCT 18" RCP (D LOAD PER PROFILE) PROTECT IN PLACE CONSTRUCT 36H RCP w LOAD PER PROFILE) CONSTRUCT 42" RCP (D LOAD PER PROFILE) CONSTRUCT 48" RCP (D LOAD PER PROFILE) . CONSTRUCT ,60" RCF (D LOAD PER PROFILE) CONSTRUCT JUNCT. STRUCT. TYPE I PER OGEMA STD. NO. 1310 CONSTRUCT 96" RCP (D LOAD PER PROF I LE J. CONSTRUCT REINFORCED CONCRETE CHANNEL IB~l4'J PER DETAILS ON SHEET NO. 214 CONSTRUCT JUNCTION STRUCTURE TYPE 11 PER OGEMA STANDARD NO. 1311 CONSTRUCT JUNCTION STRUCTURE TYPE I I I PER OGEMA STANDARD NO. !312 CONSTRUCT JUNCTION STRUCTURE TYPE V PER OGEMA STANDARD NO. 1314 CONSTRUCT 14' X 8.5' RCB PER DETAIL ON SHT. NO. 215 CONSTRUCT DBL 7' X 8' RCB PER DETAIL ON SHEET NO, 216 CONSTRUCT DBL 9' X 9' RCB PER DETAIL ON SHEET NO, 216 CONSTRUCT TRANSITION STRUCTURE PER DETAIL SHEET N0.224 (DOUBLE 7'X 8' RCB TO DOUBLE 9' X 9' RCB ) CONSTRUCT OUTLET STRUCTURE PER DETAIL ON SHEET NO. 220 CONSTRUCT TURN AROUND (DI MENS I ON PER PLANJ COMSTRUCT GROUTED RIP-RAP TRAP CHANNEL PER DETAIL ON SHEET NO. 220 CONSTRUCT 15' MAINTENANCE ROAD WITH 6" AB CONSTRUCT 5' DIRT WALK PATH ALONG ONE SIDE OF CHANNEL CONSTRUCT 5' HIGH CHAIN LINK FENCE PER OGEMA STD. NO. 600-0-0C CONSTRUCT GUARD CABLE FENCE PER OGEMA STANDARD NO. 1413 CONSTRUCT ,35' AC/.50' AB. ROADWAY ABANDON EXIST. LEACHATE CONTROL SYSTEM ITEM CONSTRUCT METAL BEAM GUARD RAILING PER OGEMA STANDARD NO. 1403 CONSTRUCT WINDOW FOR DBL RCB PER .DETAiL OM SHEET NO. 217 PLUG END PIPE WITH BRICK AMD MORTAR CONSTRUCT 5' SINGLE SW! NG GATE FOR OGEMA STANDARD NO. 600-0-0C CONSTRUCT 16' DOUBLE SWING GATE FOR OCEMASTANDARD NO. 600-0-0C CONSTRUCT CULVERT DEBRIS WALL PER OGEMA STANDARD NO. !324 CONSTRUCT PARAPET WALL PER DETAIL ON SHEET NO. 215 CONSTRUCT RE I NF OR CED CONCRETE INLET STRUCTURE PER DETAIL ON SHEET NO. 217 CONSTRUCT CSP FLARED END SECT I ON FOR, INLET STRUCTURE PER DETA ! L ON SHEET NO. 219 COMSTRUCT REIN~ CONC. RET. WALL PER CALTRANS STD. D84 AND PER DETAIL ON SHT. NO, 218 CONSTRUCT 6" THICK CONCRETE FOR ACCESS RAMP PER DETAIL ON SHEET NO. 218 CONSTRUCT DROP INLET STRUCTURE PER DETAIL ON SHEET NO. 224 CONSTRUCT TRANSITION STRUCTURE (PIPE TO SINGLE BOXl PER DETAIL ON SHEET NO. 224 CONSTRUCT 78" RCP (D LOAD PER PROFILE) COMSTRUCT 10' X 8' RCB PER DETAIL ON SHEET NO. 215 CONSTRUCT 96"-12 GA.SPIRAL RIB PIPE PER DETAIL ON SHEET NO. 2.21 CONSTRUCT REiNF. CONC. COLLAR PER DETAIL ON SHEET NO. 223 CONSTRUCT IMLET TYPE V PER OGEMA STD. NO. 1305 REMOVE EXISTING FENCE CONNECT EXISTING FENCE TO PROPOSED FENCE EXCAVATE AND PLACE 36" THICK LOOSE RIP-RAP PER OGEMA STA. NO. 1809 AT THE SAME EXIST. CHANNEL ELEVATIOM. CONSTRUCT JUNCT. STRUCTURE TO SPfRAL RIB PIPE PER DETAIL ON SHEET MO. 221 CONSTRUCT 30" RCP (0 LOAD PER PROF I LEl CONSTRUCT SIDE DRAIMAGE TRANS."A" PER DETAIL ON SHT. NO, 229 CONSTRUCT SIDE DRAINAGE TRANS. "B" PER DETAIL ON SHT. NO. 230 CONSTRUCT CONCRETE "V" DITCH PER DETAIL ON SHT. NO. 229 CONSTRUCT MOD l FI ED DOWNDRA IN TO Pl PE TRANS I Tl ON PER OGEMA STD. NO. l 33 I·. AND DETAILS ON SHT. NO. 232 CONSTRUCT SIDE DRAINAGE TRANS. TYPE"C" PER DETAIL Ot-} SHT. NO. 229 CONSTRUCT LOOSE RlP-RAP PER OCEMA STD. NO. 1809 CONSTRUCT TERRACE DRAIN PER OGEMA STD. ND. 1321 CONSTRUCT DOWMDRAIN AND"V" DITCH INTERSECTION PER DETAIL ON SHT. NO. 233 CONSTRUCT DOWNDRAIN PER OGEMA STD. NO. 1321 CONSTR~Cf LANDFILL. GAS l"IARNINu SIGN PEP. DETAIL. ON SHT NO. 225 CONSTRUCT MASONRY RETAINING WALL PER APWA STD. NO. 618-0 -TYPE "B" ( H PER F'L/\N) . . CONSTRUCT SIDE DRAINAGE TRANS, "D" PER DETAIL ON SHEET MO. 230 CONSTRUCT CONCRETE BASIN PER DETAIL ON SHEET NO. 231 CONSTRUCT INTERCEPTOR DRAIN PER OGEMA -STD. NO. 1332 CONSTRUCT CONCRETE TRAP. SWALE PER DETAIL OM S'HEET NO. 230 CONSTRUCT TOE DITCH PER DETAIL ON SHEET NO. 230 CONSTRUCT cur-OFF WALL PER DETAIL ON SHEET NO. 230 CDNSTRUCT EARTH SWALE PER DETAIL ON SHEET NO. 233· CONSTRUCT SPLASH WALL PER OGEMA STANDARD PLAN NO. 1321 &, ~ 70. 71. 72. 73. STRUCTURAL NOTES I. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO FACE OF BAR AND SHALL BE t-1/2 INCHES UNLESS OTHERWISE SHOWN. 2. CONCRETE O!MENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES fRADIALLY TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWM. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM ,TO THE AMERICAN CONCRETE INSTITUTE'S BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, 1971 EDITION, SECTION 7. f. 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE I MST ITUTE 'S BU I LD I NG CODE REQUIREMENTS FOR RE! MFORCED CONCRETE, 197f EDITIONS, SECTION 7. I. S. TRANSVERSE CONSTRUCTION JOIMTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE, NO STAGGER I NG OF JD I NTS WI LL BE PERMITTED. TRAMSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CEMTERLINE DR CONSTRUCTION. 7, EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELLED. 8. NO SPLICES IN TRAMSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAM SHOWM ON THE DRA\'N-1'-lG WITHOUT APPROVAL OF THE ENG I NEER. NO MORE THAN TWO SPLICES Will BE PERMITTED 1N ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 9,. LONGITUDINAL STEEL SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 45 BAR DIAMETERS AT SPLICES. I 0. COMSTRUCT l ON OF ALL RE I NFORCED CONCRETE SECTIONS (INCLUDING INVERTS) SHALL BE BY THE ALTERNATE PANEL METHOD AND NO CONTIN- UOUS PLACEMENT THROUGH JOINTS WILL BE PERMITTED. AFTER PLACEMENT OF ALL CONCRETE IN A PANEL OR SECTION OME SIDE OF THE JOINT HAS BEEN COMPLETED, PLACEMENT OF CONCRETE ON THE OTHER SIDE OF THE SIDE SHALL BE DELAYED AS DIRECTED BY THE ENGINEER BUT IN NO EVENT SHALL THE DELAY BE LESS THAN 8 HOURS. I I. WHERE THE CUR I NG COMPOUND METHOD IS USED ON CONCRETE SURFACES, THE I MVERT AND WALL SURFACES SHALL BE SEALED WITH A WHITE PIGMENTED WAX EMULSION COMPOUND. 12. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE I· 1/2" FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUC- TURAL DETAILS. REMEDIAL GRADING CONST. NOTES 131. REMOVE ALLUV!UM S. TOPSOIL PER DETAIL ON SHEET NO. 4 132. CONST. STABILIZATlON FILL PER DETAIL ON SHEET NO. 4 133. COf'iST. FILL KEY PER DETAIL ON SHEET NO. 4 , 134 REMOVE LANDSLIDE DEBRIS 136. CONST. TEMPORARY SURCHARGE FILL, LIMITS OF TOE (CONTINUE) CONSTRUCT!01\J NOTt:.S CONSTRUCT RCB MANHOLE PER OCEMA STD, NO. 1506 AND SAFETY LEDGE PER DETAIL ON SHEET NO. 224 ••""'~-""----···-.. ,···•. _ ~~--_:_le' . CONSTRUCT PIPE INLET PER DETAIL ON SHEET NO. 225 ' CONSTRUCT CONSTRUCT 6" THICK P.C.C. ROADWAY PER DETAIL ON SHEET !,1~0. 225 1 I CHANNEL KEY PER OETA IL ON SHEET NO. 223 Ii ,; r"i C<il :,: ,':,• -,f",! ,.P;. 'i.,P,f:. ; , ! · 1' '. , t-1 ,-' \_ -~ r-r ·.:,_,!.' , !, ,_. i "" ~-~ --,.;;:..,· ' I, ,o..,_ ~· ~ ;, ~,_;'. '1 74. 1 CONSTRUCT PIPE ANCHOR PER OCEMA STD. NO. 1333 i , 75. CONSTRUCT INLET STRUCTURE WITH STRAIGHT WING WALL A:~o TRASH RACK PER : i I' DETAIL ON SHEET No. 222 !.,-~ • ·-· ·····-····· ====---I , .. ,.. . . -· , ........... ·-·-... , __ 76. CONSTRUCT 84" SPIRAL RIB PIPE -12 GA, PER DETAIL ON SHEET NO. 221 77. 78. 79. Bl. CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHEET NO. 215 a 224 1 CONSTRUCT SIDEWALL WINDOW FOR WEST CANYON STORM DRAIN INTERSECTION PER DETAIL ON SHEET NO. 223 CONSTRUCT REINFORCED CONCRETE ENDWALL PER DETAIL ON SHEET NO. 218 !Nh"fAl..\.. ,;;,...oPE 0TABIL.!ZA'T!Df-! OF MAUUFAC.'IUl2.e0 01..61"8<0 l"'a:Z. L.!MlT0 wl-iOWW 01.l l"LA<.10 AN,;> HY~€!? M !>I'. 01-l hl-\!S61 WO. z.·z. 1 . il.lh-fAL.I... h\L>l"E ,i,fASIL\ZA1"!01-1 Of' \.'1AHUl"AC1Ule.E.P h~ FSI"-C.\\->1\--r<;, -bl-\OWl.l· ,?l,l r'LA>-lw ANO l-l'1'!717b~8t:> Ml>< "'°' <,,\-\E,E-f I..\D, 'l.-Z.1. . ,r -~ T . Y' ~ ~ ~ > ~ , az. • C.OIJGTI\UC.T Z4~RCP P-LDAO PE'f'. F'.~ I ------,:, ,, ::.:::'.'::-"-' :::_~ q-,:;; v' w + ...-~ -=-Sheet 202 Of 239 ~~~~l·G_ ~~=~TE DIKE PcR APWA ST~A~~,:.;:,; DR.!8(15819)-B ORANGE COUNTY ENVfRONMENTAL MANAGEMENT AGENCY COYOTE CANYON, PELICJ'tiffi!tt. Ntv., a,T ROAD CHANNEL·. r,,,, .. ,r FACILITY NO. F04 P04 GENERAL,STRUCTURAL AND CONSTRUCTION NOTES. ESTIMATED QUANTITIES MARK DATE DESCR1PTION PSEP/.REO UNOE~ '-I l I SHEET suer,vrs,o" or -"-~M:, ~ 1 "/1311' ~-2 REViSfONS JAMESE. CD ALDfiB'EN0.29•64!.Jhl!: • DESIGNED P DUK SCALE '-B,l(TE DWG. MO. µD::0RA~W~N=====;1i=c=HE=c=KE=D=H.=P=. =t APR 1989 F;-'5834-S , ,: OF 4,/ " ' 1 Qi~~-, ,,.-e,-~c:· pEl,.1CAN ---·---_ ,-JILL, ::::=---= _ li'12<ID 'e;)Oz,,-s,f~", 1 _ ,.,, ,,-;::;/=C--, , :C,--,:~ -----==-, _ __;:>·_. ,J.a,,. "°'' "'cffi'i~ •=~ , / /, I '" \&-• -M±-,, -~~-=--=--=-.,.==-..::_-"_'..:__'.:=~ ~p \ ' -~/ q:!;· ~-~-1 '"= c~ ;~--••-· • , 1 _ .Jc _ _.~ ~~-"'- ~ • ') ff~ p~</°" ,,ft;;--,~• ----r~<L { ,• ~~;-• -=~ ~. -••• .. ~ / s""'' ' ;---" p,.r '-= d---/ 1 • -_,/-r--~ V \. ,,1;;;,P--• -....___ ...____--.:::i----,. ~ p / a:?!';«~~ { ( ~ , • ~ •· '; • • i ', ~/ / (" -• "'-" , of'-,/, ,r; ,r -, · . '<i" ,w-,• , '-/ --l " , l ' __ r / ~o':-, v --:,.;-::-:-:--:c:~-I '-I" • ,, --•-, ~ / "-·'""'-,-. ----;· ' Fx~•-· •"' r '" ~ • • ' r:-~:-:----' J ~:,--'/ · ~7 • r I',? ~au~ / 7 ., 35 \ •~--\ , 1 (,~I, __ __!!/E~,c:~, PROP !!J. :;;;; ' ,p' '" C .,,_/-j" --•· • 48 1 /lv'E '"0". ---'-_, • aoc V E "" , .<'w 5 <' ~~~,~ '-~ /I _/,// / ,,, =,,_, ~,c,:,;"2•, / ·,oL4ttT,= 0 ) ~--"' I , }};~; ~~/ · //;, :.--<'~-, = • 01 " • r, 8 ,r_-;"=--;,~::':':i~-:;;:"'=~-;~~-•• / " i 1 /.f ../4~✓ /✓• • -/TE C4 , > • r;,;=~-- Pk""""' H,' _..,.,-,· . ...-_ ... ,!" -=,:;F;;:::;::::::::----.,,,,, ""'° ' • " ---""'""~"" ✓ E?A,V!reo o, . ' / \ I ~ , c-~v,v, ::;;;>.,.. I O , G•~W-",'I •><'1 , +" , , •--wae • ••! 1 _____ ' • ~ • ~' 1111 r 6, ~ \, ••. a2-v,c;i ZN#~NO-?Ob I ~ ~ r,/ 0 =r '.1 i- ( s Bo" ;a':p • , 11( f ; 1 · )l e ' A<-z= ---+---$hcii''-r % I C \ 0 ~· =-Z07 iY; ) ;,, 0' 8 ·-+--:5"1'-/F.c-• ~ { / /$-~ =£r=zM ;; __ , =z=~-- .! ;/ lj • , 'i • 1 1/2 3 inches DRAWN -- 0 2 on original drawing ENVIRONMi~~~E COUNTY COYOTE CAN;;NNAGEMENT AGENCY " /PEt!GAN-H ROAD ~ANNEL lt:L FACILITY N t¼.!poffltnUf 0.-.. 0. F04 P04 INDEX MAP . i I"<; ~ 0- l '. ·:_-t. ··-· , ... -T • 5 G 7 STA 5 + 00,00 TO STA 16+00.00 -(I" -+ 0 Cl 7J I ~ r I (fl t. 1---- ' l-· •. . . . .. .. •-~~-~ ' 14 1«/!C<;- ( _) Oe!JOTES Q z.,s ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PEl::leAl't"rllt:t. mJAD CHANNEL rlvJlf"ff Cow.;f FACILITY NO, F04 P04 PLAN AND PROFILE 28+00.00 MARK DATE DESCRIPTION PREPARED UND ,,,-~'/Jf SHEET I---'----'-----------; SUPERVIS!ON Of: ~JL & 13 bG"\ • REVISIONS JAMES E. M -DOI' LD -RCE 2946 D T ~5 i-!o'"E-'=°s'"'"""=m"-='c==P."'D=·=;====='====c.j.;SCALE DATE" DWG. NO. I • DRAWN S.S CHECKED B.P. SHOWN APR 1989 R-583•i'.-S . 0:'"1( Dn. 7J I cJl ~ ~ I t) (j) -g ~ ' I . --. - ' --+----+ .. ·J -l··-F ' ' .: ····-!._ ..... CONSTRUCTION r\lOTES ~~ C,P.Y.§.~,j l;> "IJ;S:f.-.J---8~ffJ;.~ D f'e ~. f"B C El?~.)... • • --, fil I§ •• ·~se;'5T. i,s''/:,-,,e 1§-DaMJA-C <;~r:rc,e;c_s,c ' \ :Y~<::o'iis i R."i1l7F.'·2zf';,,c.7fe:5rAlituu~ a,4?:ueL.-t:S = 14 'J 'V • PE,<!_ DfoTAIL Ot-1 SHEET Iv'&, . /3 COf./ST. Tr.J.4:,<IAKOUt./£! f'//P ( .DINCIIS/0</ i'efc. /"{All j \j\; CD/.JST. s DIRT U/Alk' l'ATH ,t/loµ,,;. OIJ'l" SIDE oF c.'1,11/, ~ C.Of..lST, 5 1 HIGI./ CJl,tltJ U/.IK. F/5/.ICE PER. ~A STP. ~ NO. Coo-0-oc, Cj. @-· COi-iS T G-l.l1teP Qlt8lj=, FE/.ICE. PB/?. OCE.;,v,. 57/5, f./6 /,;t/:3_ .,._ ~, -:-_,:;qi/-{!; .. }E-.1,S ,<,'-.Ef...'2, f!-.'2;:J!;!}!(.,;l"Y,,. • v • ,r---r. -. Jd, ~1 ~ V .~)(,£,/~: /.?-_..~:0".:,._.~ .. }::2:~:J•~I_S. ~~/)? _•)~~'.:!)'?~!?: _'~~~)~ ~ ~-"°✓ Co/-15 '{;" Jµl£T TYl'E V PEil 0Cel'1A. £TD t/tJ. 1305-_ ~ ®-CO!JST f'ff'E: 11-./leT ?el?-DETAIL 01-/ .SHe,ET ;;: 225 L'> .-, .. · Q}f,!§.l_,._C,ljd!fl:/f"A. l:J¾ .. ~ £?.f]jlf: .. -Q"f,;5,'"fEET .'I.' 2 z⇒. ( @ C,t?,</gT, z4/ /<C? ( P-L"7//L? /"6/'\' ?A'."1r/L?-.) '·• ('1 . '~ ---~--------... ,.-,,, __ .. ?', .. _.. },., .. S-A •~ ~ ··~<Cpo 1.0. STA. TO STA. QIOOSLOPE n Vn(f si Dc(ftl Vc(f s) Fr. 48,--J /&,O " Bl+,81.ZZ a.zo DATA I. D. i REFERENCE R L T 8Z3.d8 !GS. 71 1 1/2 ll!L 18(15819)-B Sneet 206 Of 239 1 ·.-·:r·:-., . . -,-.J·-·., __ . . . I . . . . -··: '~:·it: "':"-:\·-:7...:,,. • - I • . • . • , - i -!~<··'c"·'' ' -' - - ' :. . .r..:..:::..-t":.,,,,: _ _,,__+-_.,~---- 1 --J_· • ··t -'.·-t· .. ,_, , cy,-ci· -~-;:: .. k-· -1 -1_ . I 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE; CANYON/PrueAN-tflt:t RGA& CHANNEL /VMp•<f C •"->T D<"' FACILITY NO. F04 P04 PLAN AND PROFILE STA 28+00.00 TO STA 38+35.96 DESIGNED P. D. SCALE OAT!: DWG NO. I ' DRAWN S.S. CHECKE'O' 8.J'""'., SHOWN APR 1989 R-5634-"::? ' OF 4 \ - TYPICAL SECTION NOTE· tt/c?EPh'OL.625 EL/l'4//tlAT&D FRCJ/1,I ,".57'.Zl 24.., 00,00 TO STA 57.f 25, ?6 ( ) OEfloT/35 1 9 9/ 1i2 0 1 DR.18(15819)-B Sheet 20'] 0 £ 239 3 inches on original drawing MARK DATE DESCRIPTION REVISIONS DESIGNED D, DRAWN S,S, CHECKED 8.P. 1989 DWG. NO. -S OF4-I ,_, ,,__ ___ ,~~~c-'-ccc. 1 ·: ; ., • ' ' • •• -·:: I -:_, L.. L ' ' ' -_-i---.; _- 1-. -::: L -..... 0 0 <J) i 1/2 0 1 J;R, 18(15819)-ll Sheet 208 Of 239 3 inches on original drawing PLAN AND PROFILE OF , _ .. " --·::L.·-;_-;· I··· ., . .. .... --·· . -~ j. . ' . ( STA. TO STA. QIOO SLOPE ] D£No7,ES Dn (f I) Vn(f s) Dc(f! l Ve( f s) B= f I) ,C?IS 7-86 213.W ,3-4Z- ®---co,'-IST T'-'~1-1 AP:OUA/D ?Ao (_ DIME/-1$10,</ fl=12. /"{A;,!_} ®,_ ___ c;;:;:7//GT. ..<""&'//✓,.--=: ~,...v1-:::', 6'/..0pv,.;7:';/ ~c?A?" .. ~~("G a<...(Gh"~T N~, ,.f]'/8 4_7/ 1 1/2 • ~-' -_;c_e--.,_ -,~ ·-'· • DR.18(15819)-·B Sheet: 209 Of 239 3 inches on original drawing MISC./JS~SUJLT l?'c'VtSIONS {a=,.EliE. ReT-£-'✓AL'-) l(i:;'_,q-5.(/0 C.L,F~) ehe [Ch'A<.ISc «JALL .LIT I 77?.'1.VSJ C,,1/.,4-tAGE. //JV: ;r:-Q-fit..CS;) (,RBV K'/SeR l7/lv"1) ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PE!::-JSAN--Hli::L ReAo··--cFtANl'ilEL /'le,,,,_1c,rf C»c,sf p..- FACILITY NO. F04 P04 PLAN AND PROFILE STA 57+ 00.00 TO· STA 66+50.00 SHEET J) - ' t - -' ' 1;:···-:-'7·. l· _ _-J t - A , MISC.AS-Bil/LT /1'EVIS/ONS &_~ f:79 z ~&V..ff/SE'/':; D1~- -A 9,191 AOOIIVL!:Ti'f'ISEI< 0 00 TO STA tZ8 -s.o_ LAT: "I" STA 66 + 5 . ,-~,-~---t--~----! £ 1/ ho A.oc, s~ LA7':FL-;! PLAN AND PROFILE 76+60.00 , . OF fl ·---·'··-----,-· ,,-J. '. .. . . . I +--c==+::.-::~---::...· ---• ·t--- TYPICAL SECTION I. D. o' ( rOIZ PIA/.! VIEW HYDRAULIC DATA STA. TO STA. QIOO SLOPE n SECTION On (f I) Vn (fps) De (fl) Ve (fps) Fr. 4 -0 'f5 81+44.53 717.z_ .o07W> .0/8 * ?CY' 4,0'5- 61-1-44-.SE?';;> e'B--f-<b1.0q 7172,. .CJB7G , 0/8 :r-7e,•'t 4.os SEE SfleeT 1/t? ZIO) CONSTRUCTION NOTES (j)---co,y,37. /S'¼?C,P cD-L,04,0 /"Be r'RCT/Le) @--c'.OA6"/C JU.1/C srevc. 71/,C,E ,VO. _l[ PER' <'.X'.E/✓A ,,,-. .".57D.: .,r~_A,V ,A/6, !BIi. ~/"'5T 78 ",<?CP(0-L£k:)O PE.C PZOF✓LE J ®--=/-ST J(.,1/,,C". s11cu::: T',-';CE ,vl:.J.2LL PE£' <'.:t'.'EX121 677:Y. FLL//V /40. !8/2. @:::-P'LU6 ENO PIPe J'f/lTH 8/2/C,k:, ;!/NO M0/2..TAR • @--CONST 1-ANOFI/..L OAS iv1112#dVCi SIGN ?82 O,ET,4/L sHT ;\10, 225 1 1/2 0 Di,,18(15819)--B Sheet 211 Of 239 1 3 inches on origina I drawing 2 . . , : . $4:0. ' \ . ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PEtlCAN ROAB--eHANNEL /Vtwporf FACILITY (.-<,"'-'if ur- NO. F04 P04 HILL PLAN AND PROFILE 8B+r::;,.,6,_3b-:.--:=:-::=--.,.-=-=--::-::-_-==-:~r,:.;.,,,;;;2;;-:.1;t-.O-::-:P:::8«,:::---cr-,-0=1/-=.a=----cr-.;;,;:--:7.:c)-::-:,:-,-1--a-:.;--.-:,;;,:-47T-:z::7:.-:;?'=7--t-:c;;,::-.Z:::;:6~-t-2~0:-.-:q;:---t-p=--_-:5:-;17 I---1:s.4 :___ ADD.fNLET/f'ISE!c. ST A 76 + 60.00 TO STA 85+50,00 ---+----1----1."'g;:,,'". =cl-9'-l ... "',,1,--1...;s=z,c:•c,Ul"""'r.'--''T=--"----+--==-:-c-i'-s:-:=----:==--:=---,-,..,===--I ---ll--------------+--·+----if----+-----+---:-1:-----+----t---:-:c--t------JMARK DATE OESCRIPTlON PREPARED UND SHEET LIA/!? 0." /(,00 /1-Zf?. CO 104.4 .05.= .&e; aZ.' /.?;4 -z;:'5. GS ,s.;z:. /!, G 3 ,-;,q t--~--~---------;SUPERVISION Q1¢;c~~~~~--1';;-,:¥,;-c·~S:;:•8;!:•~8[f 911 •• • • REVISIONS JAMES E. ~ CE 29464 DATE fl,- 01:/6 /O-r03.ZS /Or//.25 ,-520 .018 /6" -t-----t-----i----j.!D,!E~S!:!IG!!!NE'c!".D!=-c![',~"=,=======j._:SCALE DWG, NO. -------SHOWN APR 1989 _cn34_a_ Q.C, 4/ DRAWN CHECKED~-:--=-=-':JO -- 1--r. -l ·:-f - z::: @-~-~NST, Jv,,vcr. &~'T. ;r;:,.....-,.=.e::-· ..J[,,,.qq,£? ~ GTD ~-v NO. /3.,.4 @-,q.c,G G//0 .,o/~ J,-WT/--1 ,8,-'?/CK ,£I.NO 4-:10.R"T'AR ~ /f/-/,R'" /20 1 1-----------·---+~=~-----------1 DR.18(15819)-B Sbeet 212 Of 239 ORANGE COUNTY ENVIRONMEJilr'AL MANAGEMENT AGENCY COYOTE CANYON/PEl::leA-N-Hlt:I:. =-ROAD CHANNEL Newpov-+ c~ei, t:ir. FACILITY NO. F04 P04 PLAN AND PROFILE 93+23.00 CURVE DATA I. D. REFERENCE t:L.~ ~· .. !·:-,t•-•'i ....•• , .••. -::-".-:.: ~L . ..: !. D STA. TO STA. CONSTRUCTION (e)-~7-:--a.a_,,,. RC,.c:;:, (0-~D PE£:" P..c-,,,0...:::?LE) @---~r ec/rV',C-: <:.L?'\,C'. /MET ~7K'6C, P.C-,E"' 0£':7,Zi/L CA{/ ,6/-/T' ~-£/7 HYDRAULIC DATA ( ) oeuores 02s QIOOISLOPE n SECTION Dn(ft) Vn(fps) De (ft) Vc(fps), Fr. LINE1C",,,, /'?5E.E 5.4T, /\It:?, Z/0 ,,Cae" I PLA.A/ V/E-i'U/ ~c~~ ~vo. Z/0 ,C-QE:' r?:.A/V V/t£7'l,(/ DR. !S(l5819)-B Sheer.: 213 Of 239 ¥-==== JUNC770A/ sri?Oc7v1f?J:#'"'2Jlb·1A/L:i ·- -::•.:5'/.,c; 70r"9t'?, se,. £!._ r?l./7: c.c?~ c:;!:::J// c,L,t.q/\..1.A./. ~~E.' ~,;;= G !_o'"r 1 1/2 0 1 3 inches on original .drawing ·~·---.... ...:,., __ ,:::· ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PELICAN HltL ft £ - ROAD CftANNEL FACILITY NO. F04 P04. New/f)dt'tU,&t sf D,r, .,,.,;:;,. z/..92 MISC.AS-/3UIL r REVISIONS . ~-\ .r 'l?F.F; TO SREE'T 1!17 PLAN Af\!D PROFILE- LINE 11 E 11 STA O+ 00.00 TO STA 2 + 35.00 Da. SECTION DATA II II QUANTITIES II --+---ii 11 REINFORCEMENT STEEL SCHEDULE fl Ail MINIMUM CLEARANCE ( ·!11t.-;!:f'~ ~~S~2tlo -11;-t---;:-·•--.-1--:'.-, -i·-::-+-1'.1-1-·-:1----+-····i--·--!---·~---:~ --'½-..._+--::-----~:-',;--, .. --_ill\ __ ,, ___ ,___:-: -: ~:--1 -:, -_ij:-:-... --;I·---..--::---l'--j!i--+-:-:--+--:,-· -+---::---·:-, ---:1 1--+--::---1'.-, ---::----1i'.--+--'.1r ___ -_·=~------=--=---+---::-+--::i_-+--::-¼----~--,:'-----1 12\ ------_ _\ ------- - - ---+------+------------------~ ---------- -•- II t--2" -Paint surface l:'✓ith ,, -i 1 -1/ o thiclr 9oat of 2 i ii ( dspllaltic point --i r-2 3" - 2 ,, 1 1 ,-----i' Pre-molctea i MT / asp/Jaltic filler I I I I FOR CHANNEL TRANSVERSE t"IALLS -ta-a o1 I { o o----0 I I I ' I h J O --'-'--l / FOR INVERT SLAB EXPANSION JOINT DETAILS NOT ro SCALE I f I 1------: 17511 ----! r-- HT 4.011 + ./2511 BASE 325" + ./2511 TOP 175" + ./25" !ltf//J/. 5,000 PSI COLOR: RED CONTRAST TO CONC. INVERT COi/!€ @EIIAIIL II/OT TO SCALE t'YALL BASE JOINT tJor TO SCALE f 7. 8, /0. ADDITIONAL LO.-i~/Tdv/,,1,½1,:;'. GTE& ,W C#.4',,(,1/4:=Z U/4LLGJ G#4£L TEK.'/'w'.A/4TG' Z /d/i::'k'G"G ,,C,1?0,'.f T~/4//1/ERGG ✓0/A//'::E,. LOA/<'.y/721/D/A/A'<'.'.'. GTE.£ a/c:::½/,4A/,vR /NVE~T G#4'LC: BE COA/T- /A/cJU'G T#,e"Ou'c,.L/ T#G' ,/c?,1X/TG. ✓0/A/TG !GP4LL &:F" Kt:FYZ:LJ /4/ ft/.4,:c.£ 4W /;(,VERT. TR4A/Gt/ERGE JO/A/?:£ G/;,,:4LL B6C GP4CEO M7T m EYCEE£J tx::i FEET /40/4? 8E LEG& 77/.4A/ /0 ,CEET, UE.4.GURC-0 4L(?/./(i T#E a-k"Tc&/A/E O.C-a2-V8TRUC770A:{ ,;SVCG"PT 4G OTHE/<W/GG S/4/0UIA/ OA/ T#E OR4W/A/t;G. TR4A/&!/ERGE ,A_;?/A/TG G//4LL BE /z:£/CEO 4T T#E JUA/C?70A/ 0,C,,PECW/41;a4R o.,.qsv Cll4A/A/GZ Ga'J?OA/G 101TH CLLJSEO a?#Ou"/T GR"'fiO/./G'. dLL RECTdA/Cb'LA'R O?EY C/1411/,11/El a-'dLLS G/1,dLL BE ra✓a-0 ,1,4/ ,4/'.COROLfA/CE $lTI/ OOEM4 STR Ga:;>-O-OC,EXGE?T /1!3 OTIIE/?WISe 8h'OWA/ O;V T#E PRAWINGG, b'NZCGS OTh"ERIV/GG" ,G'#OtvA1/ OA/ Th"E .OR.4W/A/,,;'G, /A/ CURV--EO GECT,/OA1/G, T#E M"4A"- /ML/M' G,'°4C/A/c;' 0,C 84RG &#4Lc A/OT EYCE&O 7.21/4T GI/OW-A/ OA/ T#E .io/A1c4L 62eC/70A/&,". BTEEt. Gl/4LL ~ rL4CG"O A"40/4LLV FRO.# T#C /4'4Y/Mt/U GP4C/A/6'- 4T T#C BFt;"l,<//kt; 4,</0 £,{l,{)/,{IG o,c 4LL POYRG, .4 C04ff7LETE Cu'RJ74/,,(/ o.,c RBN'- FORCE,MEA/T CO#POBEO Or 13/, 84, 4#0 8;, 84R€1 8#4LL 8E,0 L4C€0.3 .7A/C#EG .,c,eo.,w THI: TR4A/S//£RGE ~-1/GTRVCT,VA/ ✓0/,f/T. 4LL C0/4/c:;,?ETE 9/41.4.{L &=-3,2"30 L8g, .PER $u,0'RG" /A/Ch" /A/ 28 04YG, EKCG0 T ////1/EJ?T ,4;1./t) G14'RTER Jf/4LLG t(/,L//C# G#4tt. BE q,ooo L6G PE.e: Gat/4RE /4/C:/21'. JO/Al FIAi/Gi-i FORC#.4M✓EL r4CE Gh"4Lt BE C#4HFEREO t,/z /li/C# O,{/ffe.4£L ,4,(/£) ROb'I./OEO H/IT/-1 EPt;EI? TOOL OA/ /A/VERT Cll.4NAIEL /A/1/ERT GLJR,C.4CE Gl-l.4LL BE Cit/IA/ 4 STER TROl'./EL J:i:-VIGI✓. FOLYETf/YL.£NE S#EETIN4' AIOT TZJ .8E t/7/LIZE.O av SL0?£S £,!'CceO/Alq ..;IO,%. ;-;DR.18(15819)-B , Sheet 2111 Of 2,19 1 1/2 0 1 ,, !i 2 RECTANGULAR Cl1ANNEL DESIGN DATA 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY Loads .External 62.5 p.s.f. £.F. P. lnlernol 40.0 p.s.f. £. F. P. fc' = 32 5 O p. s. i. fc = 1460 p. s. i. Is =24000 p.s.i n = 8.8 COYOTECANYON/P8=1eAN--H-l!L RGAD CHANNEL /J~orT ('.t;rev;f D f' • FACILITY NO. F04 P04 R.C. RECTANGULAR CHANNEL SCHEDULE AND DETAILS DESIGNED .PO SCALE DATE DWG. NO. 1-=o""R•'!!::w~,======,=C=HE=CK=E0=.8.,;c'.t=,.p==~ • .:SHOWN APR 1989 R-5034-S I oF4 I 280 270 260 250 24 I 25 26 27 8" DIA. P.V.C. TRANSITION TO WEEPHOLE SCALE: HORIZ 1''::::50 1 VERT J''= 10' 11 11 ::j!, I I I I ,J / tY'.C:JhQ -PVC(? -::57;::!:/ Z4 .,_00,Cl? / I I I I I I TVPH'.:ffe.L SECTiO!;\i ro~ CH/ii.NNEL IKIEPAij~ DUE TO EIKIOSION DA~!JAGfE STA27+60.00TO STA 38+60.00 28 6VM: ABOUT ~ I ' 1/2 0 DR, lS(lSBl9)-B Sheet 214A 2.39 3 inches on original dra\':iing ORANGE COUNTY I ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/ PEtteA-N A/t-.Pf;J T Hlbb-R0~L Co::,,; f P,. FACILITY NO. F04 P04 11'!.C. ~!ECT.CHANN!ELO:ET~LS tJAnK OATE DESCijlPTIDtl APP'D PREfMED UND Su:>ERVISIOfi OF REVISIONS uur·c-E. Mc DC! 'Al ' SCALE 0 DESIG~ J. 0£ Le:.?AI AS SHO\"/N I APR.198 9 R -5 i:;34 -s . J)CZ. o \$ (JJlnt DC))-0 r- l g ~ I (J - - Min. H/2 : ' TOP OF l1/ALL 24BarDia. , 2 11 i 2 11 -J-1 ~ (Transver~e Reinforcing 1 I ~i , ~er Table Above. Lap R.C.B l.ongits. Min. of 24 Bar Dia's .. as Shov1n. <!!)TYPICAL ,TRAiVSVERSE JOINT DETAIL N.T.S. DESIGN DATA LIV£ LOAO HS20-44 And Permit Load DEAD LOAD Earth load per Morston's formula: r.t =120 p.cf Ku= Ku': 0./50 • Bd:: Outside i,;1dth of •box plus 3 feet Side eortll 36 psf per foot of depth for B/B1 bars. 4.8 psf. per foot for all other bars. Vle1gt1! of concrete· 150 pc f ALLOWABLE STRESSES fc-'"3250p.s1 at28 days fc : /460 p. S. I. fs " 24,000 /J. 5. I n = 8.8 shear and bond stresses per A.C. I. 318-63 R. C. BOX NOT TO SCALE LONGITUDINAL BAR NOTES # 4 Longitudinal bars shall be equally spaced in each face. Spacing Is based on half the number of bars scheduled for each element (Slab/ Wall). Maximum spacing shall be te''c. to c. F/ow Line / ---- / ..-Color Coated Wear Cones at 200' 0. C. or as Directed by Engineer. See /1Vear Cone Detail Hereon. SECTION@ /. 2. R. C. BOX LOCATION SCHEDULE Box Station Seel. From ! To ( .3 ) 1/f 7/, II 93tZ3.0::J 10' fV,,; 8 'II R.C.8. G. ( 4) l0flu, 77 l0f3300 WEST C4IVY0/\1·9'N.16'1!&1. ,_(4A2,... . re? 8'w xa'H ,,ec.e,. 7. 8. BOX SECTION C I ) (24) 1 (Z) i (.3) I W (4A) I : ' i ' I I ' c,, Bar No. 6i Spacing ~s@1z,n !.,..6812"1-'Se'J.?' ",,;e12' :s@1p' ,,f;e,12'; "' Horiz. length 4'-1' 2~.5,. : zt...0" 2"5'1 2~,:;," z~ s" 1 0 ~Bar No. 51 Spacing "4@'3 • •;r,4e 9'' l'-"4eZ1a'1#4t;J/B" '4€'/18' "'..5812•! lmrs Length 10:.0• 11~ 4" ! 9t.3" ;;:..o" 1 91...s"' ;;:--o· : F Bar No B Spacing "<:,@12" "'Be12"1-"7e?/4?'i'8e1z-' wae.12'("'88e' I I Bors Lonafh 15i.5" l//!_5' i 7c;;• 1/t.5# 10~5,,-9 1-e·' i ! I I ! I : ' r------------r----.----.---.--r/1)~'{),~'/'.=18=r£~R~-!,c=-O~F __ --,=.L_O __ N_G+I_TU_D_l__,N_A_l_,_R_E_I_N.,..F_O_R_C_,E_M_E_N_T.,--#_4.,e_A_R_S_,__~-~-'----.---..---~-~---.11 1 Top Slab Distribution Bars 18 -------I i ToD Slab 20 2? /5 I 24 27 21 Bottom Slab 20 i 29 /6 27 i 28 cc Side t'la/ls 24 1 IB 14 15 ! 13 18 TOTAL 82 74 4S G9 i GB c;,; l OUANTIT/£S Concrete Cu. Yds/L1n Ft 108 2.// l,'30 l.9C::, Steel Lbs/l1n Ft.' 192 ! Z'29 1:57 i 259 ( FOR GENERAL STRUCTURAL NOTES, SEE SHEET 202) /,9.5 /,75 I 223 239 ADDITIONAL NOTES FOR BOX CHANNEL /.t?YC / / §'.(?/A/4'L G7E,Q §#4',f,t &: t1:7#/?;,r/t,'uW5 /4{4? £Y7E#u ,WRc?U,P# 4LL Ct?#G7RuC)7i:?.-1/ ✓t?/#/23. i/#.tE§G tJT#ERft//5E .5#t?l1/# r?d/ £?R4MA/IF!3, 7R4/4:§il'£;;'Gt.0-✓c?//41,_ R'EM/:✓-4/G t'/A/ ,&,,r,41·,q,1'g5 .4#17 IWLLS), 4G L?E/J!d:ELJ li:JR Li:?AIC/Tl/"7/-V4L R'EYd';;tf§ .47,7?/E 84GE Or 7k'E Mfa'G, 5#4LL &F /1:'.,/C,FP 4/" 71/E E#P tJ,,C E4t:'# /'t?u/f; .&77 7#E 5~,«/,f' 7#.t7;E tJ,.C 5#/IL M:?7 El'CE£t? tit? /'EE.T 17..f ULE.55 7#4# //:7 /'EE7. 4/.L CatG7Rt/Cl7tJ.1/ vtl/#7G /,.{/ .it?77t?H 5;(.46, 7.Pr 5L4.6; 4#37.5/.t.JE l@'L/.5 G#4u &: .41/ T#E §4,#E /'L4A/E. #tl .8;:;t.{t,:",;<A:U/C t?r' ✓c?.-1{/75 /(/)'/.t: &crER-41''/.7.TEt?. t/A/L.f:55 OT#ERtl//GE G#t?M✓ OA/ OET4/.ts:,; /,i/ tZIR!/£t.? GECT/0/4{9 TR4/✓Sf/ER5E 84R5 Sl/4LL IJE /?t.dCEtl .R4£?/4:1LLY 5T.✓f4ltf#T 7.,.f4,f/GI/EKGE 84RG /,,(/ 72?? A"#L? MTTOH 8L4!35 Gll.4L 8£ G.PdCEtJ 4G GlltJlf//41 OA//'7/E 7Y,O,C.4L GE07af/5; &/"4C/,1/$ S#4LL .t3E 4.T 7//E aW!TRL/A/E c;c 7//E 84RRil OA/ t?u'/:!,'ffeE c?/' &EC.YR//E ,,C/7R b'O.Y8LE .84RR6Z .&?%ES . .97R4/t[l/7 .i4RG 4.{J'Ll L-.i4RS /A/ W/ILL §#4LL .8E Sr'A:'Ecl 46 G/ltllf/.4'{?,,(/ TYhC4L GEC/70/VG, ho/7# >'71:?5/l/CI//[;' /flZJf.51/:f'EP U/l'v¥'F# T#'E //ERl7C4L LE,f§ 0/' 64/f:.9. A'T 7//E .8E,flA/a!C 4/✓v' EA,~!t-VC t?/' 4LL ?Ot,'.RS, .4 C///?721/// c?/-' R8;ff;.cCRCEH&1/T u?UPOSE'.0 OF .8, C, Cc,~ Cit/, ;.c;C, 4/410 # .84KS G//4LL BE /2'.'.4C,fZ? 7#.REC .a/C#EG /"RO/U' T.//E 7;,f'.LJA/Sl/£RGE a?/✓G7:;e'VC710/4/ ✓0/,,-VT. \ I ' i ' PVeAR CO/Ve OeTA/L 71/E t-'ER71C4L /(//1,:L Sl:FR 14/ #!ITERIOI< IV4LL§ .4'A/L74V l7/E IIVTERIOR ,c4C,Ft7,,c EJ'i"2!':RIOR J(/4LLS U4Y 8E G/'i::/CEZ:, AT T#E cavSTRt/C770A/ t/011VT /IT 7/,IE .i.4SE c?r T//E ffe'.4Lt. _7)1/E $11!/CES ~'i#.4LL 8E ✓G 13.u'K £?:4HETE/;'5 ,1V £c#&TH /Al .4LL GEC770AIG L,41" C 4/./£1 Ce 84,RG, )7/E 1/ERTIC//L LE!VtfT/1 0/' C .4//IZI ,::',f' 84RS /141/E BEEif./ C.llLCl/t'.4,WP /C't?R 4 4 J;f/l:::# .Sh1R7"ER MILL. /F l7-..ff' /.;@'if'flTtJ,C T#E S7i1x'TE/:' t@tL /G @/4YE~ TI/E /reR77C4L LC#CT/1 tJ,,C: T//C C 4A/£J c2 l34RG GI///Li f3E U'l./'YEi? CZ,R,z'EG.Paf/Ca-'CL V S:J 4G TO Pd'IA✓?:tt/A/ 4 4'5 LJ///$/ETER L4? U7Jt/EE# 77./E ,II/ C) T ,r O e CAL C:: 7/v'c? b.4RS. 7//E t.'4P.5 G#.4& .BE 84Gtf'.tJ CM/ WEfJ#.daE.R MRG. • a?k'CRETE ,:Pt/4.A/T/7le34RE 8.4G££) {)Al// 6 X to /kt::// F/LLG'T 4#0 T#E GTE'Et. G't/.4A/l7l7EG tJOAIOT #/CLt//?E ..4A/YO.Pl70A/4L S.PL/CEG, /r tf/4LL TIIICKAIEGS IS,:;; /A/C/IES, PL.4CE .RF/A/FO.RCE;W&v'T 4T TIIE CCl✓TERt./A/E o;=: l7IE t1/4Lt.. ,BOX /A/VERT ,SUR/:.4CE G//.4LL Jl.41/E 4 GTEEL TROU'E'L F/N'IS/.1. 1/2 0 I 3 inches on original drawing 2 j i i I i . , .. ~.,,,,,....,._.,,..._._-,' -~,;~""""~"'. ---~-----·-·,-,.--~•-:-'"':' ?'ARAP'£T WALL 0£T4/L\ Narro :5CAL.E DR .18 (15819)-B rShcet 215 Of 239 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYONll __._":sb- FACILITY NO. F04 P04 ,.r/4:"v-"'' (.,,y.,." + (),. SINGLE REINF.CONC.BOX SCHEDULE AND DETAILS· l--=l-c==c.f··-·-··-·~---·-----··-·'" ______ ,. -+=,c-=~=·'x--;cc--,,.-""· MARK DATE DESCRIPTION PREPARED u;,ornV~ r(.,. -~--ill)-.. SHEET !---'---'--------,SUPERVISION oF/),,,_ • o:-vr,:-9~ >---__ RE=V~IS~l=Or~~S. ___ .. ___ JAMES E. MOOONALD RCE 294?4' DATE (l'.5.16 DESIGNED ?0 SCALE DATE Dl'IG. NO. I ~o""a•""w"'N "".-=e=e==cc;c.I=~=Ec=,E=n=B=M.=,:.o==-1JAs SHOWN APR 1989 R -5 83 4-5 I OF 41 1! .__ _ __,H/2Min. __ ___ 0 \ I . ' ~ 4 11 6 11 ··· or / ' I / 1 I TOP OF WALL CONSTRUCTION JO/ftJT DETAILS TYPICAL NOTTO SCALE 24BarDia .. 7 HT 4. o"+ . 125" BASE 3,25"+ ./25 11 TOP /. 75 1'..f.. 125" -~ Iv/IN 5,000 PSI COLOR: RED CONTRAST TO CONC. INVFRT WEAR CON£ DETAIL NOT TO SCALE Lap RCB Long/ts. Min. of24Bar Dias. as • Sho1t1n. - I8⇒1JJJJ,lSJt£R?SE JOINT DETAIL Sym About /G-Bar f ( (G1-Bor \ \ " ; ~Lon!7itudlnal Bors ,,,_{ -£q_ Spc. 'l\\! ' Optional Roughened Const. Joint R. C. BOX SECTION NOT TO SCALE ,,,-----Roughened Const. Joint NOTE: .See Longitudinal Bar Notes on Sheet 215 .. DESIGN LOAD DATA Live Load: HS20-44 Dead Load: Per Marston's Formula 'ts=l20Lb./Ft3 l(u= l(u'= 0.15 E.F.P. = 48Lb./Ft:3 Design Method: W. SD A!l0111able Stresses: fc' = 3250 psi.@)28 Days. fc::: l460psf. n· = 8.8 Shear and Bond Stresses Per AC L 318-63 ""'SI 22 7 B 82 17'' 34 20 Int. fl/alls 10 10 10 • 10 /0 Inv. Slob 20 24 28 32 38 TOTAL 10 74 82 90 102 R.C. B. LOCATION SCHEDULE Sect No.1:,. Sta. to Sta. Descrlntion T' . .,_ 12-125.a? -!Zf,o,000 D8L 7'Wx 8'H RC8 JI ll-1-50 00 -!2fZ5.00 D5l. 7't-1/xB'h' RC8 nr i0f8000 -//,-50.0C D8t.. 7'ftJx8'1-1 Rc.e N l'.1Jf35.00 -/Of/30.00 DBL. 7' W )( 8 'JI K'C8 ![ "if-75-00 -· /Or35.00 DBl. 7'W.r8~1//i"C8 3l[ 7f9000 -qf300D DBL 9'lV ;r: '1' I-I KCt3 w 9!-3000 -"/r'-50-00 0.5L 9'fVX 9'1'1 RCB m 'tf-500(! --91-75.00 TK'4N8/ T/0/\I )l[ 32[ 7 15 q 7 1 q _32 32 /0" !&" 25 39 22 !?2 12 /2 30 44 89 117 1ZllI 22 q 9 32 21" 53 ZG 12 58 /49 ... i Z-"7x/O'.O",,,' &, '--(rofa/: 4) \\ I I I A'! SECt/O/V DR"18(15819)-n S!teet 216 Of 2Jg (jj) 'f£~~,{Jlft-DET All~(Sta __ 9f47.' 28) . ,-••, ,I • 1 1/2 0 • 2 3 inches ,on original drawing r £ 4, t;,/90_ Revls~d Dhnens/ons 1 7 , Rem/, Ce,/fouls. MARK DATE DESCRIPTION REVISIONS J c, a DRAWN ....... CHECKED l.:..,'1_ \ '" •a,~ .,--' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY • COYOTE CAI\IYON/PE!:lCAl'l tll!1 aDA9-GHA-NNE::L - l,k,•~_o.--r ,::""$ f ~ r• FACILITY NO. F04 P04 DOUBLE REINF.CONC.BO)( SCHEDULE AND DETAILS SHOWN APR 1989 l<-5834-S OF ,~ u:rruov>~=lth ,1111 I I Ei.t;VATION PLAN 34 ,-5:o"!liqh Choir; lfn/f Fence EGoh:: / Per OCE!d/1 Sid. No. @00-6-oc L,Fence P~sf@ ' Cenfer oF Woll. Ji I_ REI/VF CONC INLET STRUCT ·No SCALE ,.,... 5~0 "i!J(lh Chain link Fence I f'cr OCEt,1A Sfd.No.(i,CX.)'-O·OC SECTION ''A-A" . D/MG/\.IG/01-../S PIP&" L G F w s L1 DIA. ' ' ; ~ ~ l .. ;2.4-11 4 '-E?/1 2 1-tY" 4.t-011 :f/-0'1 8/ 4" eo~ 0 11 _30•7 q;1.q;11 ::Y-011 ,4_/ _ 6:1 II 3/-C:, I/ .91.,:;, I/ 20 1• 0 11 ' (\; ' .3&'' &'-o" ;.-,;I' -4,tl 6'-011 4-'-e" /0 1-/0" 201-011 4;;:::_u ,:;,'-711 3;t. 8/1 6 1-cal, 4J-a'1 /Z/.. O" 20 1-0" --~· 48" 71-3/1 4-1-0" G&, / -0 // G 1-4"' 13'-4" 2G'-O" 64-' ,8 l .. z11 4 ✓-c;,11 6!'"-.g11 6 1-IO" /41-1011 .!?6,,.-0/t &O'I e/-8/F ,;j I -4 P 8 1-0" c:/-811 /7 1-4"1 ZG'-0" REF : M0.0/,,C/£.O G/J,(/ 86:.12!/VAO//VO COUN?"Y R040 0€P4RT/4"i?NT-H'G-:40 1,(/LJLL W1'/VC, TYP€" -GTO. N-" 208 Cl;) /VOTE: Longlludinol reinForcing In box cover ond inverl slohs shall be conlinuous fhrouQh window openin_q qreo. ~ 2-# 7 x /O!.O" ·-· • •• /. lo::· ~ ' ' ' I . i v ' /4: 3 @ G" Stirrups I ~ ! ~ .,\ ' ' .. cc(:) .'cc- , ' SECTION '"A-A" i @ w,NDOw 0£TAILSi{$fo.9127.28J Dll..18(15819)-B Sheet 217 Of 239 1 1/2 0 1 2 3 inches on original drawing A 1:fl.h Rc::vised Dimensions 8:2; ,;,r,,;,V 'Reint: Callou/.s. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PE□CAN HILL ROAD Cl IANNEL FACILITY NO. F04 P04 JVee.,;'{)Orf least Dr- REINF. CONC. INLET STRUCT. ( FOR PIPE DIA~ 60") ,,D:!!:E:::!:S•::::GN:::'EO=:=::P.=·=D·=,===~:===o,,~SCALE DATF R DWG.4NO:,.. OF ,-SHOWN APR 1989 -SB '5 • ·;:;, DRAWN J. s. CHECKED.JLJ.:, __ 0 fJ (l O S,~ »9} "" /,J l f>/f I ' -jC I (.f ~ ~ i I -· (}) ~ 0 C'J ~ S1 --~ 30' L//N0//1/G ✓-DRAINAGE EASEMENT 0 ~ PLAN SECTION '1-A" 1 {lforiz:: r-30' 5COf(:S: lier/: !"=6' , G 71/!CK CONC 11f"46l2"oc. 5££ SH££T No. 218A FOR AOOITIONAl 0£TA!l.S I !30TII WAYS AT RET WALL PER , I 'I CENTER.\ , C1LTRANSSTDNo.084 J , 1.,,.,,----f-?ity:;,~-SEE DETAIL ':4" . : ~FT~ 1£,jr \ ~t_ L:.;:; " , ?l?,si:~~ I •. I l~,,.;/:· -~¾~;f •• ~J ~-~~, J-14•,s'RCC SECTION ,,. 8-B" cHORIZ." I "0 /0' SC4LES:-l lVER)> J"c5' ,,.--/f~L ~,,q.,,w &:',,;4~0 / R/4VC/N'& /"i!ETK" ="i'M'/1 Gr.a .,,=,L-4.,1./ .AA:::?-/403 \ DETAIL #44/onq fop~..._ otwol/ \ \ ;!ao" n • T 2"Clr: Vertical • j-.....__ #4, 4/onq lop of'wa!I Baller /z :/2 I W/.3 + /'-O" i ,!:: • ... -: ~ ' "' 'C"Bars WALL Bl'A.57-1-::34 7D Gl.2:l.89-1-48 2"C/r. ?'Cir. Shor/ 't"8ors W/3 C /3 w TYPICAL SECTION H,, .rJ'r#Rl.il?.' •• LA=G/Gfi./ REFcREA/Cc: CA:z'.7A?4'// STO ~A'N ?'6¢ PA'T<!=',c? .../,4//C/4/?V, ,Ao/~ PEG/G/✓ YALC/£0; ON/T .~6-bG: ~ = 24~ _,.&'G/ ~ = /j.BOG) re/ n=/0 .M...4'X/A4V-41' 7?.2:E!? ,.=,..-peesv.,.pe .• / pe TOA'/0/&"c?, ~c::-r PV'.:4LLG ~/6/VGP ~--?" zr L./VG/'_.C,;,C;p Gc:1/R~.,:;.;>~_, / Y'z .• / G,:;'...c:::>)o/~ ev~/V"....4,,-<f~ ~7· rz::;, ~ECO G'" ~.Qt/ EL&Y,,4T?VA./ ?.:" L/8 Z/ .C . ./V£LL?AP 50/Pc:;,,.'~ ~~ . -.. --.. ···-J -0 ~~:/ 0-f?' V/4,,,..C/,,,U"/?E 0UA"'C~;;.'.'4'~e", riqures af/2k of' ?.:"bars indicoles dis once From fop of f'oolinq lo upper end of' "c'bar.s. H:e 9' C ,......._1.__f 4 ,Q 3G" w / _!......--/,,,-~R_M'~/9 ~.,,q'LC::., ,-W~/.-4'.'.. Cc>#r ~/NO W'A'Lt'- Shorf "C"Bors ?"Cir. TYPICAL SECTION H=l:J'rHFIU !€>' I I H=/2' I' / H=I/' .A-- I ' l,,/ lf=/0' / ,... ,.,.,,,./, __ /' v/J l/< ,,.-/-C... H=8' I I H=7 I ' I H::t;' /< I ' ' '.? ..,.✓ """' J/=5' I c--( \!) ' Iv/ If=-4' v·" ~( ' . " <i ' <;)\ .. , ' ~ ,, 'St v·· ' .";> .. ' ") k I -~ "i ") i,,-" ~l ' ' ,..... .... -·-Sl7orl "i:: "bars ' ' .. ... /4'', ...s!(i_ " 11~·1 __[_8::, c..rc;''J ,is'',~ µz.i.1-14,_ I r201 .. ~~~--Lr-1--· ·-T··~--I 111 t ' I REINFORCE!} CONCRETE RET. WALLS ''H" 4' 5' G' 7' 8' 9' 10' II' /2' 1.3' w 3~2" .3'-8" 4'-2" 4'-8" S'-2" .5'-8" (;, '-2" r;,:.a" ..,, 2" ,. 7:8" r /'-0" /1-2" r-4" I '-(o ,, l'-8" / '-10" 2'.·0" 2 :.2" 2'-4" Z cG"__j ~ B Z '-2" 2 :.r;,,, 2'·/0" ,3!2" .3cc;," 3~10" 4~2·: .. J_;;:([;" 4"/Q" s:2M /-2" t1 F l'-Z't,I ~2~d' , !. -.. ---· .' ··-· ._,, Boffer: None .., 12:12 s 1~0· l'-0" l~O" !~O~ 1-;_0" ,~o• JcO" 1 /'0" l'-0" /er.,½' 'f::" Bars l#e24• ?e1s· 't.5µ20' rs@14",&@10' "3€!7' ?;,@7/t' ?@a-, r-;ee," #@$ "d"Bor~ ¾e24' '4@/8" '3@20' &@!4'"5{?10" "IP@/4" ~7@.tS' "8€?/G" 7(,,//2" f:1€!5" Cone. c~fi' 0./32 0.38 0.44 0.49 10.55 0.G/ 0.G7 Q73 0.79 1,02 . ·--- li'e!n£ LbJJ..r: 13 /G /9 25 i 30 37 49 t;,2 7G 73 /J. T,G. u PIPE SL££V£ FOR F£NC£ POST DETAIL N.T.S. N. T. 5. ..5!}.~gc, .. "'~·-,!{/.;~ L /-Z/1 GRA'P-G°L bC--4"/VKGT ?"Cir: (Typ) C'_..::;7LT...ez;,,,,J S"TO ~.,,V .,C::,'7'0 §,,.✓-;,T&'C? ...... ~/VL/.,4.,?)--'; ~ C/N/T G?r?G~ : r's-= Z4f~ PG/ ./ ,~• I / 2"Clr. ;-:;:;:;:::~ • t' ./ ~~~~0 ~_;,Zg8A j ~T ...,<\ / L ., -·-.2; • ,,.---,,_"'.'.'"',".' --••-••~••~-•••••o•••~--~-• .... ,. ____ ...... . ---......... ""'"' 7"c = /,,~ /7.G/ 1'7=/0 /WA'X'/A/;1/;f.?' =?-~RE.' / k 72?/i/S/G?· FT /U'4L.L..<.E ..,,::es/GNGP P-0,A?' 2:,,.. L./YE""LL.?.....,q.,;? GC,,~/4'~-,e- / /ff?.~~/ ~.,..q,'_/l./G 61::'.'./~H4~ /1..4:::?T 70 G:,YC~c> G"/N tf?c:.,.£:/,,-;:477'0,.A../ ,,.q'L1/G ,Z/ C:/J/cZ:::,0,,4£? S.:::1/~..h'ARGC j' O"?' 4'i/L/k//7EO 2 / / G'C/~A/('-E'".,£ // eecr10A1 o-o'' 1 1/2 DR. J.8(15819)-B Sh~et 218 Of 2J9 @ECT/ON "~-E,, /✓ T-G , 0 1 2 3 inches on original drawing I\ • MISC.AS-/JI./ILT!i'£!/ISJON5 ~ 2,4,z (lfEV. T.W. €LEV.) •s, _ 1 ~~ TO&HT.218.4.,i /\ ,Ja, IAO!l0£TA/l FOR. RCC £0--1 '°/ 7 ' ACCESS R MF DRAWN J.S. CHECKED -_B. P ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/~Hlc:b-·~= = a,~= .NEL FACILITY NO. F04 P04 /Vte,1(-lor+ LJ7ASf l)r • CHANNEL ACCESS RAMP DETAILS SCALE DATf OWG. NO. SHOWN APR 1989 1?-'5834-S OF "f:, I lJ l l ~ lj\ ::s i - > r, ~ ~ ~ i -S) _, --(fl .:± 6'.., -/9,85 GL, . ' ., --+----~JE. 0,: CH'Ak_~_·E_L _____ ~ , __ ~ CONGT/'?C/C//0,v JO/NT ~ ,c:?.c,::>/.VG ruu .£.&/4/G//,/ Q..=" Ac:r.::::eGG A"':"'1/V:,_.e= i ' ' ~ ✓--- ' @) PLAN EL, 4Z/ 2/ e' e>4Ck I ,_;;?,.-=" C,-4'✓-';-A../,..(./'C';':L, I V../4~LL I ' GECT/ON I - ; I I fill~~~ l ~ ~~ ' ,1 ill '~ \ 3fa•/-~·r. \ • \ CHA/4/NEL t,t,;4LL SeCT/0/4/ /4/0TE: /, ;"'i::>R CHAVNEL R6/;<./F. ReFeR 71? Re V/$:=O p,:;,,,vJS;L/T, #c:/4 2, Fc:>X: -"ICC~ ~MP </ ;'?eTA/N./hG WALL .R:t=/NP. /?G"E',,S: 70 PLA</ Gh'T, Q=e'/8, I ,<,ae=~ =~ oG,~s ~M<Y/R-3,R I • Ef:_5ZI~, ".'5' e .a4?c,,< J o,= c H,,-1 v.ve/ / / "1,:,,;c.t. eF ,'1/\//4./. ~ /4~0,r,' ~ \1 ! ' f1 7 1-· >' ,/ ,. ~..--~•-•.:,.,..? ,.,,._-,.,,: ......... ~--~ .. EL, 4:?0. &5 e rfi:"2:i/v'T o.= RET I/VALL I CM,.A.,V,,.(.,~,i /t<,/{/~T' SL,'18 -,<= /2'.'..+V ('ii?/4) f EL , 42" /. c:;;-s e' ,"",,{'DA/T o..=-,R'".S7:' vVALL. \ 1.£0" ROC,k' ,=oo/NG FULL Lc/Jb/7-:/ o,r-:-ACCGSG' ~.-.'i/'v1 ,,c:> = c,= ,-k'E,,J.iA/Y/,VG' WALL r?<=. /""6"c" ~,</ {Z/6) SE.CT/OJJ /.!..0"1,,,e..?CK ~1.2::.?/HG' FVLL. LE.,"-./GTI-I or ,;e/CQ:::;,9.9 ~4MP .C::.1£"7A/NCL. /.NVE/-?T 5LA.8 F'c:K" ~rf,V (Z/4.) \,I -2.!.0/'.,, ,z.t.,011 . #.4 e /Z.,,j' x 4::...c::;;P poyc.,,~LG • # 4 ,.-,cJL,C,,,(,t,,;' JA//j?/7:/_.?J.F,_,. /4";':,-iM/_.,, SECT/ON &,,_, ACC'c?GG RAMP -\ j \· ~\ l I .,,f $7?9. &7:5 Y-78.:t (._.::;.,e-_ ri'.'.'OT/VG 'I l ,, 'I ) \ STA. 88 ,;.45 :t G. e,. ~T/NG \ ) S~, :!:,5,:._'3 o/-CtS.f G.e,. r=77 NG ; ' COVOTe C<::l,VVOIV C.,4'A./4.IAl'EL ACCeSS RAMP ,t::::<X;rT/./4/G OeTA/L S£'£ S/1££T li/o.218 FOi< LOCATION ORIO/A/. .. DR.18(15819)-B Sheet 218A Of 239 1/2 0 1 2 3 inches on original drawing MISC.AS·8UllT!?E>'IS!ON$ (rTG.STA./tJENT!FICAT/0/!) AOO OCT/-IIL FOR RCC ACCCSSl?OAO DESCRIPT!ON ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CAI\JYON/PELlG,'..;';,: 1 litL ROI\O GHA-Nl\!EL FACILITY NO. F04 P04 N'wr,,o rt (e,il.JJ t p, ... CHANNEL ACCESS RAMP DETAILS PREPARED UNDfR SHEET 1--~-~~----------l SUPE:RV!SION OF -·-"~-------=,=cl",-. REVISIONS DATE j.!D:.:ES,!!"IG~N"=ED'==='i======L SCALE I DATE' DRAWN,.. £,,A:.:::'_ _ CHECKED SHOWN ?'t \ Cl g ~ ~ ~ I V - I f -0 ~ -· ~ ~ ~ _,,, i I . \ ' \ PLAN !=.LE.VAT/ON CONC COLt.A/2 W/ 2X4 WJ4xW/4 WY✓/4 .t/T CEN173/2 ·, \ CONC £'0LLA!Z W'/ 2 X4-W 1.41' i'V/4 WIY/4'J AT'CEllTE/Z ---· I , I I STEEL FLA/2.ED ENO SEC770AI CON NE CT/ON TO /2. CP, POis? PROFILE SE£ Sll£Er #21a FOR Pl.Al,/ l/16:WSEE s11eer#210 ~ ... ,~ ~ ,----·~ '42 4" ¢ 0,.1L V. PIPE DR.18(15819)-R Sheet 219 Of 239 1/2 0 3 inches cm original drOl."Jing ::iigz f./1.SC.AS·/J!IILT REVfS!ONS '-I· "C/1/INGC R.C?. TO S.R/d'.P') ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PELICAN HltL ~NEL Al t!L.v pc rt Ct, e~ <;, f D < • FACILITY NO. F04 P04 INLET STRUCTURE DETAILS STEEL FLA RED END SECTION i. {]l I N ---i> -- \ \ \ PLAN 3.iq ii I = , . -......... ---.-.. >: ~~. CC¾.e5/. v'T- ~ • --..~: ·-',/I.L1@ lCV UJII ., !J :-" Cec:,7p ,r~--5 -~-------~~ 8071----l ::,t,;.q Y--5 ~ I l _..,..., • Gl:7C~ Ci'..-L L-{S-;t?"T" /Art/ ~B e~e-5 Z ~ 0 "//JTO AP,6?.A./ [~10'r ZJ::P, w/877FFEAll,{/G BEAM '2:Zff-CJC"F WkL, ; ~ NU/,.,/ef,£:5-:: A~./0 S/ZE 0:-.5-4£6 6£-C". ~-~LJ:::::x.A/. 6\•?2cc.A/O AA/D 1-,bC,K 1/../TO cu;r:.~-,c:-r:..V~ AAIO PA~PET' tvAR'PEO V.//N'6'!U.-4L L.S .,cz,:,J? 7~Arth, ,,(;."'£IA,f6: /A/ w~'),E:~7 (.(//A .. rl:;U;L-'/LL.-~ ?,A~€ 6Er Ovl.l WALL. O/Ma../:5/01.,J:S ANO RBII\JA?,e'CIA.A::;-571FF£AJI//J!:i 8£4,'4 Oblf.G\c5/0.$AA/0 .i?EIAIR?€'Cl/4.f5 ,EZ£//J8.r,-11µv I 8' 1't.J I /2 1 14' !(,' ~~ laeLE65. 18' f4-/ FkVAIT ,9:JCE-,eSNr • #1([) ( ZN -;J.4r:!_'?7 115@7 :1:,:5c_.p.5 .!le, r§)t:, .!17§'7 ~F'ACE: ,e'0N,C Ii, 4<f) (:2' ''@IZ +.k4@/Z ~0/Z 44t!)tZ "4(,!'IZ 5/4.-( ,r-1..~r fii.'1CE ,e;s,.«~ :ii.4@fZ" &4tf)IZ 1£4@12-P4(!pl:2 "-4@i0 1'4&8 ,, ~ ~,S' .ee;,-H,<: 1 # 4cf:J I 2. 7 "-4-e'IZ !/4@12 D 4& 10 ~46)1 "4@&, 1/4.· I ~k"Vv'T ~ .ee,,v.,.::: 4d.@t2• ',;l.4@12 "-41§12. l,!£4@12 ll4-&lZ ¾r!f)tZ k;"t:;:::Jrf: ~ ~NF. d4@6" 11,4,E d B4@5 4 5<£'<,, a,::,,!)7 '!;@,;:; "0 11/:i> C!../'T-0-=,r-(,,U4LL, ~ C,' r;; " & " 71/'z ,, 8" q72 11 10 N@ CULVa"'?""' G ,, &1 (';; ,;, "3,, q:,'z_'' 11' G)ILl7l 17 PEF C-1"..n"'.4</6. STO. !VO. 0-c'<P-A Ab:~ ZO' ~ MAX-1z' I ;4 1 I 1&' ! NY I z.o' 25'1 ='!es'l=<J-et<-f~ ""7@ r:, ,;. ' lvO ~1'4 PL.AC2;: 2-~ I/✓~ , J.\'.~/2 6' F"ACG"Gi27"oP',:?P I I :M~(a i0 1 wACL.. I 'A" ... ;lo"' I #5@8 ;zr ''8':.. c;.711 ':4g/l_(:// I "4-,1) IZ ;41 /0121L & de:;,. I "611_,,./!_0 f-I '~~l~IO"' "7@& /Ip' I 70TAL.. C..*7 I ''Bfi./!-0 11 l'.:4'-h fi?!-0'1 /ta k3' I 7=LC:,"'5 I "B':... /•~-,::;;;t,- I,_ 1,1 2()1 I I 7<?7;Qt.'.,., 8,./4{ q I eq// T,L/A::::A# e~rc.o--- R'/P-,-<=,4,-=' \ , ~#GT' rVGC:::=/~G @ --~ • /0.,, c:>.C, 11// 4.,,,,. PVC ,r""GR-~R'A'r~ ?/.,c>E. 77?//W" 70 C'40A/A/EL ~~, r'A"VWCE ~#77.A./.c/~9 4,// ,O~. /IC'f,/C' ~-~-Ar&e"o ,=;.;"E c;:::,,<,;%,8":-nv& U/€'"GP,r/OL:GS , if a;ivo,..z::" CH/4/JAEL I VARl.$5 1-----------~-~-----------------! 10' a-;;~7: ~,<t;;i{./A/0 ' '$J'_.~'"--"'-----r--~ m~ i ij hl w i " ~ " 7 ' ~~ ~I I /0' S7JFF!9f..ll!v'G --8'er1/v\ _____)-- \ ·-i--+--_-#4-(3!5'-" c;'.4.P'lO"" L, Z <#-7 et::>T7VM OP 7VP Gc:.Ae, OP <"?1 X "'?1 Oet:. e,::;,,< S£CTION r';O-o" \ v )J~ t-i t\o'~_'g, C. --~- / . ,,t, ,¥,;;~-/ , .,c.,; ~}&'----...._._ GRcX .. /i2?0 R/P---K'c4P P~ • -,i ' -SE"C770N' BELC,,.,.</ --+----- I _z~--bl : -. \,\ . . • - ~/, ''!""._~.,,, 24,/ fu --'-'--"'--"-'-'-'-~..:...;._,c._--'-'-'--"-"----'---;..c_=ai ,a,sa:rEXr/L.e PAe>J'.'/C r"- 7Y'P. GROL/7ED RIP-,§4P .s'Ec:770/:J 9PE=C/A-<-PROV/.,;voNs ALL-.€/P-,,E:4p -6h'ALL ~ PL..,4::"'~....D 70 ~4' A e~6,Z/ uNc'VcX/ 6:'./ ,f',-91c,sc /{/ /,.-z;,£':'T?o<.f:5 5-t"?iS-v'Dc¼G c:; ff ABOVE A,V;{:5,'-/,E:z;;&LIK-,,~Cc-AA/0 W/FLIL.L P, C,C, G.e<:'.V/ ~Nb· /k~7?0.,<✓ AIVD ®G.RCJL/TED (?IP-RAP TRAP. Ct-lAA/AI. DE'7.2::IIL.S R/P-RA'P GRA'0.4770.A/ L:,04/7-CJ=' G7VN6? % .<'.°/Gh-'73?"R P',/e.,...G.4"T /./4/ LBG, .BY J/"✓C/G#T 230CJ -'7'00 ------/00 700-~ -50 .3~ --/-ex:, /6 WR/\P /V-10 ~-L!RG F/t,TF-R F,--1.eR:iC b'?-HIAID M/l<AOf?/',/,'--/ c=,A'e / "?VP A,w::>-eo-rro,V\ 4;1,¢ Pt-t::: ~JV".77-'NUOUG ~~RA,,-2':;;-D P/rG OV-L-A V ---I .----1 \.,.._ -Rf' -~~,-,,...,.,_~ii--....¼_._ ,.,.,,.,¢WP"" ~------ 1 1/2 I. -··•-~ -:·, -• ~-'"-.. I 1 2 ~-R.18 0 5819 )-ll .SneiJt 220 0£239 3 inches on original drawing '/SC.JlS~8UltJ' R6VI ONS A 2.1a:> .PARA~T CE.r.) ~ "J/9;? 124= D,<?.,']1,<J am,-) chG. e,_ of1/Vt-l =r.: oft. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON /PttlG-AN-rltLL RGAB--eHANNE-l FACILl!;Y NO. F04 PO 4 IVtwporf U"->f p.-. OUTLET STRUCTURE DETAILS 22-/4-f 0 i f/1 GENERAL NOTES MATERIAL -This Standard plan Is for spiral rib pipes 48-lnches and iorger. Future concrete replacement for pipe Inverts for plpcs sma! !er than 48-lnches and constructed under the provlslons of' thls Standard' Plan may cause prob 1 ems rel oted w 1th worker· saf'et~ and,, therefore,, t-hl -s standard plan daes not contain provisions for pipes ~ma! ler than 48-inches~ Spiral rib pipe shal I conform to the provisions In subsection 207-! I of the Standard Specifications for Pub I le Works Constructlon "Corrugated Steel Pipe and Arches" accept for corrugation and fabrication requirements. Ribbed steel pipe shol I have o continuous heiicol rib and a ccntlnuous lock seam with the i'lb spaced midway between the seams. The i'ib shol l be 3/4 Inch Wide by I-Inch high proJectlng outward from the surface of the pipe. Rib p!tch along the spiral shal I not be greater than 8 inches unless otherwise approved b>,J Eng I neer. The cont I nuous he I I ca I I ock seam she! I be fabricated In accordance with the requirements In sect! on 207-1 I. 3, 3 "Fobr I cat I on by Cont I nuous He 11 ca I Seam" of the stodord spec If I cot Ions. Inter I or coup I Ing bonds shall be used for plpes larger than 48" !n dlameter and she I I conform to the i'equ I rements l n sect I on 207-1 i . 2. 2. Couplers shol I be a minimum of 12" wide and hove a gage thickness one gage thicker than pipe gage. The band shal I be prepunched by the manufacturer for TEK No. 3 screws to fasten band to plpe wal !. PROTECTIVE COATINGS -Asphalt mastic coating shol I be appl led to the exterior surface of the spiral rib pipe and shal I comply with the requirements of AASHTO M-243-81, except the pipe shal I be coated b\d the manufacturer at the plant prior to de I I very tc the pr'OJ ect s I te, The coat Ing she I I o I so comply with the requirements of section 207-11.5.3 of the standard specifications. Protective coating shal I be opp l led subsequent to a I I factory l nsta ! i at l ans (stee I re!nforcementp 11ftlng hooks~ etc)~ I NSTALLAT ! ONS -PI pe sh□ I I be sh l pped w I th I I ft Ing I ugs for hondl Ing. Timber strutting of the Interior of the pipe maybe required and wl I I remain In piece unt! I completion of the backfl I I operation to resist pipe deformation depending on the method of pipe and backfl I I lnstal lat Ion. CURVE SECTIONS -Curves shol I consist of prefabricated sections with maximum deflections of 15 degrees suppl led by the manufacture~. The pipe angle points shol I be connected using normal bond couplers. CONCRETE I NVF RT -Tho bot tom 90 degrees quadrant sha I I be paved with concrete class 6D0-E-4000. The thickness sha! i be mlnlmum of four-inches unless otherwise Indicated on the typical p!pe section. The concrete Invert shal I conform to subsection 207-11.5.5 of the standard specifi- cations 1986 supplement (Note: reference to 210.2 In supplement should be 201.2). Size and spacing of the re I nforcement she I I be In accor·dance w I th the PI pe and Invert Paving Detol I. A minimum of three strands af high tensl le steel wire shol I be placed In the Invert ot a height above the Invert equal to the thickness of the concrete. The wires wl 1 i be !ocated one at each side of the concrete ! ! ml ts and o I ong the centerw The wires sho I 1 serve as o guide for the placement of the concrete In the inve:--t. A mechanlcai finishing process sho! ! be used to produce an accurate concrete prof! !e and flnish In one pass us!ng guide wires to check Invert tolerance. The mechanical flr.!shlng process shal ! be the EMA field Inspector. be In accordance wlth the . subJect to review and approval by l nsta l I at l on of' Wear Cones sho ! ! Pipe and Invert Paving Detcl !. ' 8" C.S.P. RISER TO PAVEMENT SURFACE FOR CONCRETE HOSE ACCESS DURING INITIAL AND FUTURE PAVING OPERATIONS SPACE AT 250' no REMAIN IN PL!\CE) ,,.::::.;::::::=l'r'E::~::::--LI FT I NG LUGS ,-SLOPE, TO I DRA:N I no REMAIN AFTER INSTALLATION) ~-..,.-COATING -SEE NOTE NO. 4 tt:3 TYP~==:;?~~ SEE DETAIL "A" 3 AT 24"REINFORCEMEMT- INSTALLED BY MANUFACTURER COLOR COATED WEAR CONES AS DIRECTED BY ENGINEER MAX. QUANTITY OF 30 SEE WEAR CONE DETAIL NOTES : i. CONCRETE SHALL BE CLASS 600 E-40CO. 2. A MECHANICAL FINISHING PROCESS SHALL BE USED TO PRODUCE PROFILE AND FIN I SH ; N ONE PASS AS APPROVED BY E. M.A. CONSTRUCT I ON DIV I SOM. 3. COUPLING BAND: COUPLERS SHALL BE A MINUMUM 12" WIDE GALVANIZED 14 GAUGE STEEL FLAT INTERNAL BAND FASTENED TO THE PIPE WALL BY SELF DRILLING AND TAPPING SCREWS A MAXIMUM OF 20" O.C. 4. PROTECTIVE COATINGS: (AJ EXTERIOR COATING. THE EXTERIOR Of THE PIPE SHALL BE COATED WITH A SO MIL THICK ASPHALT MASTIC PER AASHTO M 243 BY THE MANUFACTURER PRIOR TO SHIPMENT. (Bl INSTALLATION OF Li FT I NG LUGS AND STEEL RE I NFORCEMENT SHALL BE ACCOMPLISHED PRIOR TO APPLICATION OF COATING MATERIAL. 5. SPIRAL RIB PIPE SHALL BE 12 GAUGE AND INSTALLED IN ACCORDANCE WITH THE INSTALLATION DETAIL. 6. CD~JCRETE INVERT SHALL BE INSTALLED AFTER COMPLETION OF SACKF I LL DPERAT I ON. DETAIL SECTION:SPIRAL RIB AND INVERT PAVING NO SCALE r-PREFABRICATED SADDLE Ir-------1 f Ci)--'...j 118 (TYP. 7/16" DIA. BOLTS AT 6" O.C. ALL ROUND FILL ANNULAR SPACE WITH / I I 2' MASTIC SEALANT FDR SRP TO 6" ~ / RCP .JO i N. TYP y / ":J.,,.-f\-te~'11f" -, '\ f ""'-=-_:-_ L-----. (t LATERAL -r 1~_,.-• .:-~..:--~ RCP LATERAL CIRCULAR OPENING iN SRP AND REAPPLY ZINC GALVANIZATION TO EXPOSED EDGES. SRP STUB ANGLE PER PLAN. IF CONNECTING TO RCP,SRP TO BE 6"DIA. GREATER THAN RCP. FOR SRP JOIN,CONNECT WITH STANDARD COUPLER BAND. BUTYL. RUBBER COMPRESSED BETWEEN SRP AND PREFABRICATED SADDLE • • • • • 6" MIN~ / • . . . .. ,. .. .. : • • D 90 DEGREES • • • . . 4ff MIN. TRENCH BOTTOM . • 2' ABOVE PIPE FILL HEIGHT: 96" = 24 FEET BEDDING "8" PER .·---------------- ~ $ S.P .. !3!9 SLURRY POUR 3 1-SEE NOTE 4 I Cl SLURRY POUR 2 V) "' . 0 U) ~ SLURRY POUR SHAPED BEDDING "A" -~--~-=,---~-,,...~-PER S.P. 1319 OPTIONAL TRENCH METHOD I. SLURRY SHALL COMPLY WITH CLASS 100 E 100 TRENCH BACKFILL SLURRY STANDARD SPECIFICATIONS FCR PUBLIC WORKS CONSTRUCTiOM 1985 EDITION OR LATER SUPPLEMENT OR EDITION. 2. SLURRY AND OTHER B,~CKF I LL PLACEMENT SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES. 3. BACKFILL COMPACTION SHALL BE ACCOMPLISHED BY METHODS THAT DO NOT DISTORT THE PIPE. 4. f"OR PIPE INSTALLATIONS IN PUBLIC OR PRIVATE STREET R/W,SL.URRY SHALL BE A MIN I MUM OF I 2-· INCHES ON SI DES ANJ TOP OF PI PE. TRENCH,BEDDING & BACKFILL DETAIL NO SCALE I_,.,---SHELL • • R 1B • . , .. 1-1/4'"" _:l/4"' DETAIL "A" N.T.S. I., 75'" H rn I \ 4 LJ-1 l-3, 2s·~1 HT. 4.0" +. 125" BASE 3.25 111 + . !25" TOP I. 75" + . 125" MINIMUM 4500 PSI COLOR: CONTRAST TO CONC. INVERT WEAR CONE DETAIL N.T.S. t;;\~=SP=IR=A=L=ST=E=E=L=---R~z l=B ~Pl=PE=D=E=TA=""IL~S ~ NO SCALE . :z I " -, 20" MAX ~ t: ~,~ I 0 0 0 0 ' 0 0 0 0 0 0 =1=: 0 0 0 o o o~--T 0 0 0 0 0 0 BAND HOLE LAYOUT ==f~ j N.T,S, TOP BAND HALF Pl.A IN END-~ LAPS BOTTOM HALF SEE DETAIL HEREON r--BAND ------·-· ~----·---BL I __Jg ELEVATION N.'f.S. ,-TEK NO. 3 SCREWS I l/4"XI 1/2" -#3 HEX / SCREW W/HEX WASHER HEAD CARBON STEEL TOPPING SCREW PI PE·-\ SHELL •✓ ,r---TOP HALF HYDRAULIC CYLINDERS POWERED BY MANUAL PUMP TO EXERT PRESSURE AGAINST COUPLER l![,,// BAND J TO PIPE WALL DUR!NG INSTALLATION FILL RIBS WITH BUTYL ~g~~t~RCOMPRESS~~~2~F""·--- BAND MIN. 12"-rcv // LsUTYL. RUBBER PREPUNCH FOR~ BETWEEN SCREWS N0.3 SCREWS SECTION "'B-B" N, T.S, HOLES FOR SCREWS IN TOP HALF DO NOT REGISTER W/HOLES IN BOTTOM HALF \_ BOTTOM HALF BAND BAND LAP DETAIL N,T.S, tNTtRNAL BANDING DETAIL DR.18(1581.9)-0 Sheet 221 Of 239 ... ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ' i DESIGNED P. D. DRAWN CHECKED 8. P. COYOTE CANYON !PB::leAN-tlltL FlQAtl CHANNEL .;:' Ne\l\1'ci•r-t toast \".Snvc FACILITY NO. F04 P04 SPIRAL PIPE SCALE D E AS SHOWN APR 1989 STEEL RIB DETAILS OF ?{ I if, g ~ 1j _.., 0 ~ - i~ ;..,,- (fl '!?. {) 12 1' f') 0-) --...t:,. - SO''L~ R/P·-~p __ ¼::i 70,-✓ &qc1--1 J I L?·=.e 4 (,;;; !Z 1'0~C. ~07,L-/ u./A'-r:!'S) £L£VA770N 5 '1-/fGh' Cl-{AIN L.J;::;K Fee~ p,q,e: ~E.A4A 6 ' . PL.AA/ ,-vt::>, ___ _:---GOO-,:;,? -UC PL~N SECT!OtV DATA QUANTITIES SECTION SIZE THICKNESS CONCRET STEEL (FEET) (INCHE!:>1 CU.YDS/ LBS,/ LI/II.FT. LINFT. w H Tt T;: 'f3 L; a:;;, &.6' /0 /0 8 /.ZCJ 677 ------·· l ... z /cl 95 10 lO 8 l./8 /ZZ.4 !.3 10 /2 II /Z ~7,5 /,£!0 Z&.-5 ,c;. 5 :..o "/.IIG/-1 Chf£lltV LINK FSVCE BARNQ spfrctNG .£4@1cr ··-··------ £l _,,.t,c? /CY1 ft-5;:0q,;, l=E/✓r"E P..:::t57 ~ CE-/v7E,£."' OP W4?:z ' .'(/ Bf VERT. HORIZ. LENGTH LE!VGTH 7 :..o.,.~ ,14:!... 7'' 10 :..oc 8~--5n /¢?,:. c3-'/ c;;-::-au • ~ -=~-=cEr· t,t;,'ALL OE~l"L o~V6/.-IT NO-Z/8 ,13 ' I G'~A'0/05 ' I \) ,1 ~ ~:\: >I 1§' \J' I' I 18 ~o" ---·--········-- &' Co ✓/ A r ! I ~ I \~ I"' ,, I :-1 .,,1~ I I i~" ' a.4@ /£.#10.C-_!il t2> ~r ~-~ -I e;om ·w-<WS) A ----·-- INLET 6T_/<'l/C7URE REINFORCEMENT At7.:5 WALL oA6E 1 LOIVGITUOl/lf4L CONSTRLICTI0,11/ OPEN Cl/ANA/EL STEEL SCHEDULE tt (fl' (!; /c} 11 Oi::JWCLG -,-- I!./ //JV.:S=F r -tx:.,rj,e, (~e .GeT-A.IL ,;~1'' h'Gft?EaJ) AOOITI0/4/.'lL 7 #-?J ~-;' ( €54', SP//CC:~D ) Es) SECT/0/J JUllCT/0,.V -, .STRUCTURE <, F'"'<O/v\ -~rt-/0-,'-/&, 77 ro STA. ;o-,,_ze,.,:;,o) 1-1, -r:s. I) /7::?R 0~€.J?AC .,4~..:, A00/.770Al'..4'L e:~OC-7Z,,-~..4L /2VTGS/ ~ Gn.::c::c::-rs A .... o. eoz ef ✓✓O, &/<? ) a:;;vete. t'YJPRE.L b:?){ /,<./Ve'.,-~T .GL----4P /: U&e _/,1,-'\,UU,=ric7VRe,«; !<lS::Z)/wViEYJD<'lT/C;«J ?0,Z //.ETALLATIO,V. :e. Hc,4 CAPSVLES 7?:> ee SJZ)/fE:O //✓ ,41,U /Q= elclc-«e=T Pl'VOA 70 uSe . 8. ,<./0 cEX/ET//JG !<:e/,<./rO.A:C//'JG SHALL ,:;e. D-"\MA.Geo. PETA/L "A" /,VV6:RT SLAb DOWGL • , "• -~·-, "~c..., ,,_,_..._, • DR. !8(15gJ9LB S' , nee:t 222 Of 239 ,v. r.s . I ·---~.---.. --~ ... ,. .. , .. -~->-• -~---~•---' """ .. , .... -CETA/L . --~--····""· -•••~,-~•~.-,,.,a-- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTECANYON/~lbb -OOAB·CHAN NE L . New~ r~t-ti!/'\ve FAC!LITY1'!0. F04 P04 OF 'JC I ~ 5t l u: I ' ' i() .. 4. A~=, __J A I {~ C.L.iLJA,1<./EL of"·-···--· --··-·---+'--'/ 4:::;__1 _-----,1<1 7 1 7 1 ;I ' &,,::., Zdy I PET:' P-<'VRL<S' PLAN ... SP/RAL 84NKEO NWERT' C/2"ANNEL DEZ2J/L J TR//JVSVERS£ l<eY DETAIL fi".:::c/!0$/ • (4-Rec;uired) (see shcel No,fJZH!R/ocal/on) ~ Openinq Sfa. 9/t;/,80 G.L. Zd_y ~,e: .=::e-O,e;,-L£ FROM ST.4 ' t() A TO STA Q 100 (CFS) l4f8! 57 BC. -20f59 33 EC. 1788,8 ZSt95.2313C.-27r2340c.C 17888 ·~zi I I - I. ' SECTION ""z-z" SPIRAL-BANKED CURVES CHANNEL DATA CHAN. FREE SECT BOARD S b=(ft) (ft) (Ft/Ft) 14 5 .044 14 3 090 Dn (Ft) CURVE RADIUS s~Ef[} SPIRAL LGTH HI H Vn Fr Hv MINIMUM 6 • -... =,w=,"=,.~,----~BA~.N=K~ED~N~O~B~AN~K"i I Re= Re R -2R y-= Ls= Ls 1NVERr INVERT I {FPS) (Ff) Hv/.04 , USED r c V2 b/gR 30ll.Y USED 8+ 26v Dn,6v+3' USED REMARKS ':'?'?. .. 58. ::,. 3,_40 ?2.8 570 1s.oo 3000 .43 1z.~1 1 50 c1.t},;, C/1 11';!5µ4"'/:ff:f)f![ 2.Co I 46. "J 533 a1. 1 "1'Zt5 1500 3000 . 0? zo,7 1 30 "lBB '1.5' 1~_./5,Wtft NOTE: CALCULATED CHANNEL WALL HEIGHT AT CURVED CHANNEL: I) Fr> 3 USE H1 = 8+2ll.y AT INSIDE CURVED CHANNEL. 2) Fr< 3 USE H 1 = Dn+-"y + 3' ( FREE BOARD ) BOTH SIDES OF CHANNEL. I J I ! I I 4/1,"I 1 ',: ' 'i ~ ;c .. 1/2 0 DR. 18(15819)-ll Sheet 223 Of 2:.19 1:: r.· ··,-: I ' ' / ,', 1 2 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AC-ENCY COYOTECANYON/.E!'?-'~bb ..,00 • O CHANNEL --Ne~o::>l-:s1. t;,nve FACILITYNO. F04 P04 MISCELLANEOUS DETAILS MARK DATE DESCRIPTION PREPARED UNO ·W"" >'. (,., ~-.;._ ~4EET i----'--.,__---------l SUPERVISION O ef".'.,Jl1~=.•s.co'«!!\· ~:::ft;I REVISIONS JAMES E.MfflONALD RCE: 294 4 DATE 223 "D;.sE,!!Sl~GN"oED'!====R=, =D·=,=======.J. :SCALE DATE' DWG. NO, ,. <ISSHOWN APR 1989 • OF DRAWN S.S. CHECKEOJ.. p ( /4/.T.S. 8 See O.C.Grd P/o,-:, /VO. /507 JO '0" f 0.0. o.o. r·To_.o 6/ob ' - - I ' <::i / " 1/Xop:; •1-1=Zx5 A/. , ,· 6eyvore ./J Ne•/d . i 4 \" ·--~ Ne/ded /log/e A/V/77//7,:1//,77 ex?0/7ded / /V/'e/o/ fr'YP.) A/C//77,:;·'7U/77 Fro/77e . , J . ' ' /\/OTe: J /-We/d GkOC.7]:✓p. ( To ,f" r o /'77 e -A/u/7'lr/7C//77 expanded /v/ero/ L. 2X 2 X ,1/'4 A/. S£CT/OA/ .4-A ~.5;,{'3V/ pi P/v///)?G .Red/,eod Anc/2or"G@ .?'8,..,,,ac45,,,,, ,,.L~::,"v/77' ,,4// Ende P/orro/'/?7 ope/vng @./:?o// ,:3e Grogge,...-ed@ ere,,.-y /Z" ve,,.-A•c=o/ .L/7 rev· v o-/G • --~-.:.~~ ~ TR.4/VG/T/O.AI GTRVC7VRE ~.4/L ( e,ox ro F/r& -~-G G.kv.-Z/Z ,,ci;::?ff .. c::(;;r..::::;4r,,v/v) N'. T. 8. PLAN 1 _.J. SGCT/011/ 8-'3 SEC7YOA/ 'D-C>'/ ~"°~-' ,,._/or13: /✓,..=et.o" Ve,,-/: /"1-:::::4'-0'" 14 SECT/ON C-C" '/../.7..:;:S- 1 rf~;~r::;;;:;&7= ef -~"'~S' (>~?;:~ A~~f;~Jfi§ =----~ qc;;"ecP ,;,;-7~ ----ei' \ -r vq -----r-:.-----::::--~"'-------.J-~ 1'75" --~...:;;;. ~~ •• t===1=1~:~~~/~,,,~~="'~-/~0~iTI1tI~--f~~------------------:~r~~ ::.; ~ • .-·-·:::,:..:; ----- •----···--·---7 1.:~_.:,~:) --6. L • . ··_'-f==='==-l--J ' ·,· •. ___,-' •. · .. ' ,, . . ,. ,, , • • •• . I ';,. --.•·.','·.·•.'.-•-, ·.,.:.:,--~ ... ;'.~ lr;i:ar, I Lr IIOTE: For Sec/ion •·y.y" See Sheef No. Zt:8 .'_;g\ \~"'--c;vB--;e;/ o~,q,<-~~ : ·, 8c::g. T,rc;r;e, • L--- > ~\ r r.' :.~·:x:./.::, SEC770IV '£-E" DR.18(15819)-B Sheet 224 Of 239 H c::, r-g : I 1.-'-=-6 /.. c;, ,,. V~: /P.,,.4".-0""' 1 1/2 0 1 2 3 inches on original drawing ' l ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTECANYONt-P..E~-leA--:'::¢::f~'b- "1 ..,£l9A9 CHANNEL r,£\A -. -FA~~~4 MISCELLANEOUS DETAILS b, 1 . . Slab ond VValh L.:f.). 1/{R/90 ,Dimensions Rcv/.se.ci SHEET DESiGNED RD. DRAWN....J),S OF Da. ov ,:;:vr a? .e6'NP W4LL ,R'&ZVF. TO CL.££4,<? /'7P,E z;w l • 't-,.+;;,--,,_ @,,,, Th"/CA" ?CC ROAOWAY GECT/0/V 06: T ,L'l/ L 8 (✓/4Q;«G'@) IZ /8 /8 T {,'Nc:;"l'EG") 4 G G G G G <a 8 8 8 8 8 e /C) /CJ /0 /0 /0 /2 ;z: 1'2 /2 /4 ,'4 /4 1/ V I PL.AN ELEVATION . d .r . ' : •. P✓ALL A/'07"e G : M/.G, /, ..4..-:."-L-@72:?LS?.:. . .,pG'/A1'-~R~1-~.A/,?"-,.e,r,¢c'...L esef / /~,,,,, C~R c'/ A/LC-z::;c; or ~~R,.?1,'1/',.::z"?' ~ o, ;?.:, IV 8,Q,<"9 AR§"C?,= 0/Z&' A',A/L7 GP'A''3'/;'V-G ~~__;?/~:~;;;";:f= vVA'LL G~ ~ ,q::,aA/, -4,/4/0 =-"'·'.L ~ ~, //V ~=--=~ C/.,.t-.":: 0~/.,/4..6 .,4/'VO ~/"i/7-//<.../7V 7G'.,,.r" ~A/0 ..ec?7:TO~ OF JL.-:?VC77C'-...V G/RU~7VRG' , B, P~W-"' ~ JUA/C.770...V G.7"",A:t:.1/C7V~ Gr":!""-4.C.~ 8-E GT~L. TRO-"v'BLEO TO e,L"R/A/G<C'./~ • ~~"?~t.-EG ,t-VAL.-r::. z ~ '.': o\ S£CT/ON ;,.f-o."" 4 g,,23PO,C- ..Bt:?rh-"p-v.a ;--+.:;:;; ·--------sLVRRY 8.4'CKF/C.L R~V/RGP ~R ,E;,v.7,,4, src. P"LA'/V /8/4 " ' ' ' ';yq!." ¢ Si?EFl-( ,5--Ef'S ~ I a::::c.,v.A. S;V. ----\ /EA</ /a::J 7 i .l i I I (? \ CAUrlOiV SIG,I..I /J./SrAt..t..A710/V AT MAAIAIOLe I .... ______ ,.,_ ---------! I ~[EW07ffi\~[E~_ \I [E}~IT21l(Q)~~w[E ~~~[E~ DR, J8(158[9)-B Sheet 27.5 Of 239 NOTES: CAUT:01\! LANDFill GAS • ' •' /✓" !I f '1 < ' ' r UL VE/27 ).,1,4.Q Ke,e £ z/9Z M/.SC,/i,5-f}{Jft.T REVISION'S !?£1/4 SIGN ENS 7; DESIGNED ?. DUK ORA\", CHECKED 9, P, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON /PEl::l6:Aflttill:t. ~JE!::- NeWOO Y"\' C.OOb"\-\)y\ve. • f'ACILITY NO. F04 P04 MISCELLANEOUS DETAILS SCALE TE DWG. NO. AS SHO½'N ·, JUNE 198 ', 7C h a: I ~ u 8 --g (I) ti ---V) N :..J . t>,, - -~-,Jr - I -_,--/42 ,c:L-,_ ' -~,~ '. cilf, ' -, __ ' --L- -' =t=c-:=7'_,_~=.r:'j-c-c:cc:f=;=-;-=-jc-"t-'c=f=jcc--'fjc-[=-"',t"'_-f-'-je:=,,c-L:-,=j,=t:±c::::-==r'-f:'7'-f::-':'-j:--j:::'_":E±':'f?.'t'=±:':,S:':-?c::•=-f:--j:::-'J==f=t-..-c:-r-c,==c-=c:c-•===cc - ! - • ~ -. [ .. CHECKED ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PEtleAN-tttt:L ~e-et-t4NNEt. ~fO/"T ~ \)Y\Ve FACICIIT"Y, NO. F0;!1()1;'04 LATERAL' SCALE SHOWN PROFILE D\1/G_ NO_ OF 7C I ~ s I (j - ~ ~ ls, -.;:_ ~ - I I I /4~:5-1,,'70/~ 4 /PGC.:::c;,Aj!'?AC/ ,e~,v.&;.::Y/7:4~ A1't,4/~k.:;:-L fa --y- / -------------------{~ ?'R/6vV,.4t:'.. 6-'f'c:Z'//v':---. C./7"4#NEL 8774'. 7-,<c:::t::>.a:?-Z:3 ;"<'.'.V.~ ,,v,r,9, dd_/ ,.,;_ s,';;.<,~? / C'.:::?N0TRUCTION NOTEG @-r--'?'on;zcr /.AJ PLAce- 8---A.tEi""'vU~./4./ e..'<.-1-37" L~;...c:;77:.= ~,,.v,7;~ S79?'2=:?frl //t'.:;;::ff1 (~ I ,f) J 1--> '0 ' " ";;~ ~•1.f\ CJ,',, ,.;, I,, .8·o/ r-t'-·8 /"4rl·/7 / V-z /=·// ( 8 0 D 6 i?EV. UMIT5 or PHr<. ANO ;a/90 CC Cj,MNN£l.Si/RCIIAR.GE ' DR.18().5819)-B She,::t '.Q7 Of 2'39 ~&£A/ ,i.? ' I ---0',Sl//✓C ,6;?/f/A,,!:9 /'✓ELL ---/'s'B_;;'O/r~V J.YB.L --0.8GERV.4T/uN//vV/--:1/JZ?-'\'/NG ---r/EZl'/M?,,,:::r..:=~ WELL ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PEtleAl'<H'lltt -ReA&-eH~Et: Ne\A~; ~ \Y(\\1€ FACILITY NO. F04 P04 SURCHARGE GRADING STA 7 ;-00.00 TO STA i4+00.00 t.OARK OATE DESCRIPTIOll PREFMED VNOER SHEET 11---'----'-----------ISU.?frfV!SJOU or· JAr~ES E. M CD;;;O"N:;;A"L'D"R;;,C°'E""2:a9'"4"'5'"4-;D:-;A:;Jc;:Ec~"1,,, . ..;,.-;"1 REVISIONS DESIG::W SCALE DATE 011G, MO. CHECKED AS SHOl'tN APR 19 89 OF -::5 p 8 ~ £:?X/ST: r'-4 ----<1 ReMlEP/AL GRA0//4/G NOTeG Q:?NGTRUCT/OAI NOTES 0--?.A:'OTe'CT //1/ ,q_ACG @--,4&4,,VO,:::,,,V G;X/GT-✓-'..6--'lG4ATe C::0/VT~=._ S;,-97c:/v1 /T,S/4,1 I Hli:rE.R ro LEIGHrON ff ASSOC. AS GR A OED REPORT FOR SF&CIFIC SURCHARGE AS~l!Jl.111. T .fNFORl'4ATION. \ \ \ DR.18(15819)-H Sheet 228 Of 239 R-8 M/✓-/8 /' V-Z 0 0 REVISE!? UM/TS OF ?IIR ANO CC C!MIVNEL $URC/.l,4RG£ GY/:9?7NG' &?A'/NG V✓ELL ---,<:> ~ov~v U/C:-LL ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PEl::!eAN-+111:± ROAr.refml\ll'JEl:- NewOO,", c.rtJ.5--t; 'Ori \/.e FACILITY NO. F04 P04 SURCHARGE GRADING STA 14 + 00.00 TO STA 23+00.00 OF Ci ::s. ci ®SIDE 1-lorz.1~. = "le~T-' . . '._ 1• 1 ,, l1~--s-o ' " ' D.RAI NAGE TRAN.SI.TION SCALE AS SHOWN ,, ! , -r - --~: ·1 J ill ;1 w PLAl\l SECTION 1-!0 :$Ee IMF', Pi-A~:-5> FOi<. ADDIT PWI\L liJFo I hl LET ~\_,c:f· ,, ' E LEvA110N~ ·:.b. EL,:'A'' ·•e· L .. :: e,· ,,, ,:; .-J , ' -" " ., •/ . • : . ., , '. -L' .. •'".:.,, ... ,::<_, • . • . ' (88) I )(,o°J.88 :Zl?.88 -cc , .... ---®;zi I toq,50 '.Zi'.Z.00 -' " ;-.>;, '':'i ' ®ir 3C,f,3,7 8tPS.87 .. / .... :-- ;· -✓-' -- ,. \_, ,J ¾ Tl.JlCk. L.D0 SE:, R, I f" !4\ f' ,, ... • • ·•··•·· -, ·••.•.·... 'l~ -~·-_~ .. ~ :f!:l~,-.C ''~-==i '/, ._@ SID~C~RAINAGEil'RAN$1i16N .(• C ·~ '\ ••-·•-•~ •. ••••-• .... ,. "" ,~-•< C ,, L_.-:24 CSP -RISBJZ. \c;,. C,A, SECTION 11 8-8 11 SCALE, I"" 2' \ ·, RjitV BACk FILL PER _J , CHANNt.'L IMP. PLANS • I I SEE CHANN£l-_ IMPROVEMENT FLANS, ~--t.>,~~ ~ 'i§ffT. / :<_'i;_\ L ROUGH GRADE LIN£\ ; __ . ~I 5 · -7'Ac:✓,7j,w,~1/7l~'='~·o~i.=t ) ; - j jPY-"" I I ,.,, P/'l:'./ =7;,c:;,,</ ---1, I , \ 2' 3' ' \.._BACKFILL PER CHANNEL J'MPROVEM£NT PLANS ---·\; ·---~"··--·--· ·•·-·•--'·-"'" •• TYP.CHANNEL·-·GRADING SECTION \: 'J)R. 18 (15819 )-B Sheet 229 Of 239 N.T..S. ;1'1h'"·'!7/• J?.'. ,z •· '. '!o-// _; .-, 0 0 • ; ...... ">,_-,,,L,., " , ~" ·:,. . < 0 • ... ,:;:,~t""1770A/'./,O',fON/7Z::,-S:/A/G·t'VELL.' ;_'.,,,.-. , 6 ,. /"/,s'ZC'/14.S"T.4='~ , ••,•~•~•-•--..;,_,..,.,~.,•••'oA<',A.~,,-VA o O • O O '•, ,: 'O • O • ___,,..... .,~.c..t·~,:£:J!J.!;,.-o,: ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/PB::ISAN-M!l..L ReAt:l-e~NEt: \"-\ew?DM ~ \)\,'\\/Z, F.ACILITY f>/0 F04 P04 UlscAs-BIJ!lT 1?ev;s10A,1s (,irE{r:SECT/01✓ "'.XwX" ~4''J CHANNEL GRADING STA 5 ;-00,00 TO STA 11 !aARK OATE OESCRIPTIOtl PREPAAEO UNDER IJ--.&.---'----------1 SU?Ell\/lSIO~ OF RE\IISIOl\iS JAMES E. MC ONA DESI t:!l) SCALE ll AS SHOWN APR 19 89 i4+00.00 OF I I -;-:, ~ ?10 ~ 5 1~ IJ) 8~ J - {ff ---:s ~(>) d Q CJ-? --:::1: REMED.IAL GRADING NOTES . . ---·. ·-· 7_"-' ./i". "· ~ ~/V,l'~V. ~. ~~-R; ~~-~~=--, t:Jif-:·::/6,((}'-'.:-\'_ ---~--_, ""''"" ··--·-·--------~-===·~···~-~·-~-~"'"'','···=,-..,.-=-,.--~~-"--~--~-- ;/ B"/ c::..c?Nd·.·_··<?~ :~~..:~~ .,(f"E/N~P~P-• t-1.// G_,,.,,XG,,, .. '.',j.(/ /,4 X /44 WfrV/'r? -CPR ,,c1p~~L7 c!4>&'4L_, ,Z-~':47 W/ C:VR'/A/G "'4'/W~VP. C,;::?A·C.-:--.~4~ ~ -5~-c.:::' -2~ -... _, _____ ,,., ~~-~· -----· · -~-~--·--"~-~•"' ••• ·-,:,-:::7·· ·7········-··-····· .,.,,, .. ,~ ------ . . •. •. ' /Al"?E'RCEP/E"R- 25"...--:rC_...c/ R/A--1' •--~ _,; ·:•---,, •• .; "·,;+--•<>"-· -., "_"'-·½-•-~o....,. '-;,,· /::.<' ' .• ---,_,~ '"'7"·":_'"-"" . ·'·"--" .;'I/ 1 3// ~/2,t:::', ~.-R Gc://\//TG -~/,,,Y~~ \✓F• ' W/a,:,,.>-··a,.,..,,. i-4/,,:4 .x" /-;dp-_:·i-V.U1/v1. C,JR- A/f:?Az?//6::?> ~q->L44L -.·'. /T/<?€4r l-V / --.,. i.~.2-~k(~& '.~~,/4?'~,A✓O: C0/1/C, 8,,;'~LL... . ' ~ ,=.,-c-Z~.=:;;l::'.? .. ' r:.c:::bJ,V.c:./..-ve . l. . /-Z'' =o ' ) - 1i OF ( Seedm1 x 4: Native Rocky Cut Slope Mix Spoc1es Conman Name Eschscholzla cal1fornia Er1ophy11um confertlflorum Artemesi a pycnoceptia1 a Erlogonum fasclculatum 01p1ar.us 'langjflorus Lotus scoparius Salvid me111fera Ca I Hornia Poppy Golden Yarrow Coast Sagebrush Prostrate Buckwheat Sticky Monkey Flower Deerweed • Black Sage, For hydrcseed applications use the following per acre: 2000 lbs. wood fiber mulch 37 1 bs; above seedm1 x ,_ Na fertilizer in ;!,,o'' SPLASH WALL RG/IJF. OeTAIL ···- Lbs. Per Acre _ • 2 5 4 10 5 8 3 37 \ Seedm1x 5: Non-Irrigated Er~sion control M1x Species Atri p 1 ex sem1 bacr.ata Eschscho1z1a ca1Horn1ta Br,?~1L/S---m01l1s ' '< Lupinus succul~ntus L\,tus. scopar1 us ,,, ,, .- Corrmon /Name Austra 1i an Sa ltbush Cal Horni a Poppy 81 and ti Brome Arroyo Lupine Dee'rw~ed Total For hyp_roseeding iipp11catiuns use the fol);;1Tiig p<lr acre: --··---2000 lbs. wood f1ber mulch 250 1 bs. 14-14-14 fart i H zer- 73 1bs. of above seedmix 6 2 50 5 10 l3 ~ ~~~j '"·~--- ' \;821 -§] . '· ,. / CO.-{ISTR&CT F/LC-KG'V ,--9-?R L/E/4/i::. S#E,ST ALO. 4-••• -·-· - ""~'"""·· =···· ·---~~ ,., \1nJ,;: 7 ;'<6!'d'0}/6? c:::4,,YL?SC!'d-"-~8R/S , - . _:::.__~,,,:w; · .. _;;;.:.:,:;; ;~•,:.;::_._,, _ _. ==~••••" •' -•-~• •" --•--~-•••~•• .. --"'"~"- @-=--verRuc;-r C!:1/r-,c;-;,,= ti::-JL.L rE.R P5'TA/L .?'/4' eH"ee:r #O. e~ • ~ • A r:;;:::,__ l,UST,4LL ,5LOl"e SOil.3({ l:Z:AT/0,:/ Or M4/.lu/",4CTCll?e'O 5LOl"es /'c,rs; L/M/15 'e)--51/0Ul,U O,U PtAvs Ai/0 HVPR.{)SEcO /4-(iK, 0,/ S/IT ,UQ. Z:Z7 ®-//,/57;4 LL SLO/"c ST,4cYLlZ/JrJO// Or ,,V/AL/iJ'rAC7V;<fcD 5lO?cS ?er( f..r:W/15 5110:,t/,U O,U PV/,U5 ~1//D /IVD/(OSEeP U(J( o,u Sf.IT. /Jo. z:g:7 ~-C'.?A/9T,\Z/CT B=.6---"?GH" PV4LL ,P'GR =,4--74 G?:'~,A/ /vV, /32 /, -•"""" ~ ····-~ --~-·~ I •' ---• DR.18(15819) __ B Sheet ?31 Of: 239 3 inches on original dro\'.ling ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/~--b!GAN-+lllb RGA9-CHANNEL, Ne\l'l~ C.oa& ~Yi.ve FACILITY NO, F04 P04 CHANNEL GRADING ' ' : A DeTA/L- (§} MODIFIED DOV\/NDRAIN TO PIPE TRANSITION ,'' ''. ·"'"'~··--··; ' ' ,• ' ',, •, ••c:""N"~•E'' O I 131 i-~ RGUiOIE .4LL,Oii2;; 4/VO. 70,-"S:?/,:'.: .•·~ ~7».~-_, ··, .. . ~ .. • %'/'cc= 1 #0, 4 :; .• , . . • . . . . •. :, · . ·:·· • =:;:... · '' ,,,,, " • > • ['7z I . ~~*.vc l<~~f;,~;6;~;:;~;b~;;/~~ • ;:;,;,~·~7?'1/L - ., ....... •-.... :'. -~~¥~-;170, q. r, • .. . ... ,. . ~-,--~·'. ,,, -.. -··' ,~•=••,~m'•••"" . DR, 18(15819)-JJ She.ct 232 Of 239 1/2 ,! -.. -·-·--•----·----~:::_-_·:.,:.::::~--. ·:;,Q_~.:.::. ::;:,:::::: .. _:, ;;,.·.:~" ::.::::::: ... :·.:.~:) .\ 0 2 3 inches on original dro1:1in9 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CAN YON/~!,...,._. ~a ~-ewport C~"\ "t)y\'1£ FACILITY NO. F04 P04 CHANNEL GRADING STA 38 + 35,96 TO STA 5 l + 50,00 SCALE: AS SHOt"JN APR, )9 89 OF ' JC I ~ i0 $ I (/) ~~ ~6 S)-~0 er & i:s ·Ls:> 01 --+ ~ 01 0 -• ~ 8 w z 0 --0 _J o:i: ID(_) +ti; U12 I • 1 ,1 ·-i--"'c.-_··_e:?•:_..., ;..,' ll "') PLAi.J . "'-, .. . ., __ . -~-. ·, ,,:-~:.·:;-. :-.~, f., :I. 0 -, r' ,, t--i 59 r' _D_O_W_Ni-;;'.;'D:-;;';R~~~I N~:::-:8J;.__11V_1 ....; 1 D:....l;...;.T_.;:C;..;,,H.;.._;:l_;_;N;..;.Ti..;;;;;.E.;.:;_R:...;;S:..;:E::.,;C:....T::...:l~O..::..N:...::::.D-=£:..:.T....:..A.::..:.l=l=-S '\.. , 5CIIL£ AS SHOWN ---~ ,,. -~?- ~ ····". .-:/ REMEO/AL GRA.0//✓G /f/cJTEG . ~-&V/4'S'TRccCT Bm6/C:/Z:471/0N RLL'. /i.'..c;'R CeTA/<'. G#Ecc'T /VO 49' [17t-a?;VGTROCT-FILL KEY ?GR ~T.4ti::.. <'S/?!0ET /✓O, 4 2' MIN I I' i cux.ve 04rA .A/0-~ER"t<:"te'"~ 6·• /'s' ,4 E; r'?OAO 8 e, "00 1 od 4,0,00' • >t:,. ~r?OA'O '32°,;?0'00" 00.00' • \C-ES•/<s'OAD 7/~o@(O?" C,.0. a;>'. \D) ,E ;'('040 Z,°C/8(681✓ &c'S7 ':50' -. / CONSTRUCTION NOTES ~ C::C:,/✓ST.ROC7~ Q?NCAZ:o/'E 11V// 0/Tc::Y,/ ,,~cR· ~/Z 1/L 0,A/ G//86.T . .-vc. :ZZ.? . .•• §--CONSTRL'./CT Lc::C-'~ /?:-P-R,:v= ~.R =/4.4 e-ro //0, .1B5'9. . . ~-C-i'.'.!VG7ROCT oo//#✓ORAhV PG? ac6EiJ/4'4 era ,-<.,o, 132/ @-a:;,,1/G1RUCT .cr;:,wNv>v4/N ,4,,vo /1v'1 o/?C'U 1,v~7;bv ,P'GR ~/L ?'/I/ ShlEiET ,M'.'.?. 288 • _ ' G-Q:?,/VS?/1:-VCT. /4'.4~,;(RY /4"€7"',c:J/N/A,1;:? -fV::c¥.L .A:!3'R ,dPWA ero. /./0, G/6~ O ( TY.PG -,5 / _ Q ___ C:V/VS?K"UCT <E?.4R'77-f' G/1/;:k:..G ?G? ~=/L ,a,v/ GP-EET c;-,,va. :?BB • @}---//i57A{L SL0!"e S'TA/5/l/7A710.c/ • 0/6' /vf,1/J/..lr,4C'TO,";'ED SHOUliJ OU PcA/JS A/JO ,_,;,<Q,f05CEO tllX .,, !/2 0/.I :5f/T 1./0. 2Z? 0 L e.a.zo' //G. /8' ?G.08' aeo. c.s' 2 (8()-----·-i/JSV'IU:, • ,S[o?E .ST:'481c,;Z,47?0// OF 3 inches on original dro\·Jing "-~: 1W4/.IL/F;,,'/Ci'UREO Si.O?eS Fei'? U,U/7$ 3H0{{/£/ OU P<AU:5 AUO h'VO,fOSccO k(I,'( O,[_/ 9/!Ti!O. zz. 7 . T -se.ec.' ll.? . .30' · . .43.31' -r;1a.az 1 ' . ' •. I • -~----· ··cz,,,x;~c2:'r • e.R77G/1 Jtf4:2 ,_,/ . ~R C::C::::6'14A ST£7-~A/ -//0, /82/ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DR.18-(1581.9)-b Sheet 233 Of 239 COYOTE CANYON/P&IGAN+IH:::1:: -fl0AD .CHANNEt ~1ewPo\"'t Cco.s'"\ Dnve FACILITY NO. F04 f50·4 CHANNEL GRADING 7\-:----· . .,4S-tJ!/l£]-l/'!iWSIC#S • I:!£; z/:,z-roa01r11awAI.Lt,'(Jc-v.c1WGJ STA 51 + 50.00 TO STA 64 +50_QQ OESCRIPT!Oti I DESIGl:!D SCALE . OATE llllA\'l!l CHECKED ASSHO\':IN APR. 1969 OF 200 ISO 220 200 200 180 180 -2{'0 -,'oo 0 "' . Ol "' -LOO ,_;___ -1bo STAT I ON I I +00. 00 B 8 ~ ~ i -~ ,('~--"I--------~ ----------------- STATION 9 + 50.00 STATION 9+00.00 ST /\T I 0i\J 8+00. 00 STATION T+00.00 STATION 6+00.00 220 -2,00 200 180 220 200 ----- 200 200 180 -z'oo a -,;oo "' -1po "' Ol -200 290 180 -2100 260 -2f)O 200 260 -ioo 0 200 260 -2bo , STATION 16+00.00 STATION 15+00.00 10 "' "' "' " \D ' . " " .. ---N N N STATION 14+00.00 STATION 13+00.00 0 00 0 V) .. "' -. N -N NN N " 6 STATION 12+00.00 DR.18(1581.9)-B Sheet 23/i Of 239 a 0 ,_ m 0 . "' "' % * \~ 0 ID "' "' - IQO I) () ;:J '" SCALE HORIZ= 1":40' VERT = I":: 40' 220 200 200 200 260 200 200 200 ORANGE COUNTY ENV I ROf'lMENT AL MANAGEMENT AGENCY COY01]; CANYON/~bt.. ROAD CHANNEL = \\~COY'\ Co'.lSt Di\ ve ~CILITY. NO. F04 P04 CROSS -SECTIONS ___ _, STA. 6 + 00.00 TO STA. I 6+00.00 /21{:,,0 iEY. f.Mtlf.5 OFPI/R ANO CC /20 ,, _, Ch'/JNNcl. St/f?CIIAReE) MARK DA TE DESCR I PT I ON PllrPAREO lmllER !----'--R-"-E-V_I_S_IO_N_S ____ -1 SUPERVISION Of-------SHEET DESIGNED SCALE DATE DRAWN CHECKED AS SHOWN APR 1989 OF ' ~ '~ :. ' 8- 0 ' ., 0 0 ' N N 0 ' i?l 0 ,~, ~ I o- 0 I -g !) ,aa.oo 248.00 Ii. ! ~'-(/) I 'se,,-, '~ I ;,. 22r.s2 2,✓ (-0 l 1+ I ~ ~ ·,~, 6 I I 227.82 ;=' I / o I o I ii 1/ 198.50 -o g:f 0 0 ' I J ~ I I " a 0 N N 0 I ' "' N 0 ' N -0 0 N " 0 ' I -&..q. 3. ~ "' "' 0 f55.00 ~ 0 !/ -'g I I I I I I 'I~ ., I .,,_ )_ °';; l~ ' • ..(,"i,, 1, dl I ~I -~ :t 0 z 70.o.o 0 0 "" "' ~ ~ z " z n :i:: "" ~ 0 '" 0 < :::i:: IT! 0 :::0 ::0 -I N I (/) 11 f1 ~ r -·=Im u u .l>,.f, 0 0 ~ I"" ii,),. • ,, ~~ ;,; . 0 -~ ::,.. :'::j }Si ~ ::0 r, ~ ¼) "' ~ I) < ~~ --S5, ~~! {/l ~· "'d 0 s:: "s:1 0 ri, ,. ~:"'- z (/) ~lliii [!i" w n ~ c ¼· ~ <:~ ;'!!i; :s \ ~:ti -fiilil ~'l) ~ ZS:~~~ ' (JJ -l ► -l 0 z I'.) N + 0 0 • 0 0 iii\,\ 4) "' 1 l'?"il 11 11 I I ~Ci "' "i' \~ )°.;,, \J) l U) VI -;J I ~ w rn 'ii el c:!--S ..,....o l"'l""lJ ~► ~> •- or ..-:;,:, 1'1 (J) z -i < f"· z g :;o • -= :E~ wa Z: Oc:: z;; c;'.i;\ ,,. ~ 7J 0 C ~:':; ~~ 0) f'1 '° ~ 0 ~ ,:;; <=> G) . ~ z 0 1 . ~J~ ~\Y, ~ ~I ~ ri Ulli!--1 - "" £ iJt~ • a ~ "' 0 n -I fTlo 0 -ITI Z;:o o u, r:=--oll n --l ► • ,,.. '7 Qil l> )> z O ,.., -<),\.~-ll ,z r G'l 0 ! '-<: r7 z , lo ~ -lo U) osl' IZ z m • ! ' ►" m • -,, I ~ G1 i@ 0 o 171z ~ ::! ~~f ~ ~ Nl Q 7:1 --l ~z<;1::JII )> g U) ~--t ~ 0 _ O 0 -< \.. : }-I 0-- t I t_l ~- / I I I ! l (~ -0 249,57 I I I 249.62 I I I l 0-1 / o:; -0 0 f 207.60 I I I I I "' I g--, "' 1l I' ----;~;--:t I c.,.__ u I 'r:::-,--::-,_·1 I , N.AJ_jN N ,·/-c: ., ~ ·-0 11-.. ·)o '·· (J ""'1 i '"'Cl ,-;:c,,.," --o:l ~ ,\-.,....._ ,-r:~-----,,, ~~=:::11 ~? t: ('.-,~ { (i~::::~, r,: \ ,1 ./IJ) • _I; ---=--.,.-'"-~ 270-00 I ~- 0 1 N N 0 ' -tl 0 "-_/7\-.c f;::,.__ ' ~ IV'\~. 1° ,-8 r: ~214.00 249~--- / ti.._ ~ ' \i,_ .iJ.c I G I / ~ '\2 I 231.92 t~_ \ . ~ 0-1 -0 >.1 ti 1 \ ~ .Ji o I 232. oo ., , l J~ . 0 232.22 - , o I ., I ~ • <, ., ·~ ·! I t r:1 ti '\. r1· f ~t t co ~~ i::! ft; ~i ~ ~ ,...., "' N~ Wr VI 0-: 00 Qr "'"' ~-"-' I L..-. o;! "' '·~ '"· Ul -l )> --j 0 z N 0-1 ~- 0 0 ' 0 0 ;J I ,. ~ I l J' o 200.00 -!'· -o •'t 0 " I 1 i I I 24j, N 0--0 ~:., ? )' ,.,,I( --<;>fl 1 ~ 0 I C> 0 0- I "' N 0 ,v N 0 1 I I I I I I I I I I I I I • r.: I ) N ... 0 i I I I. I I I I I J i I I I r,,, .. "' g- ' "' "' 0 1 " /; I I I N "' " ' I I 259.00 1 J" a 0 1 -g 253.92 I -0 253.97 254.22 N rn 0 --0 0 ·~ --0 0 OG-\-6\0 '0\-S m,. CXJiL\ 0\-S <sUO\XJdS -SSOAJ I ' ' ~- 0 N N 0 ' {5 0 !fi-I -§ I! I f!Jf I ~ I 220.00 t1c 1°· r-:_ i (~ 1 236.12 ~~ I - \,;-o-r - \' I ~~\ I o I 0 . o ., I - 0 "--::~I I ~ I •t I I ;;..! o' I \ 200.20 -0 0 236.40 236,62 I I I 2:55.oo g-v ' N N 0 ' N --0 0 N N a "' t ' 1 N "' 0 ~> L7'/ (/) -~ -l ~ ~ \. ~ ,N ( 0 ii + ' ~ 0 ( .. 0 . ' ~- 0 N N 0 I ' "' ,, 0 ' {; 0 -~ ih ' C, 0 I I I I I 0-/ I I I I I o-l 0 NI c,. C, • 204.00 ' N N 0 1 N ... 0 -o \_ o ZGO.fu \ 240.72 -0 240.80 241. 02 -0 0 2GD.oo "' -0 0 ' N ... 0 ' N m 0 ) J ' ~- 0 (, lPJ g- ( (/) -is· )> ·-1 0 z 7 I N + 0 0 0-1 • 0 0 I I I I I I 8"/ gj I I /'" -"""'~~·~-, . ,<--~'\ y---_,,,.,.,.-,.,--' ~ -"-V ~ I--~ _...,,. f 268.00 I ,,.J ( --/''' "\ ( ,,> I > ~ '-- (/) -l )> -j - 0 z N .I',. + 0 ' l?J--0 ' d" 0 0- I ( I I / I (\ {" \ ' 1 --fl ~-0 ' 0 !I 1 /I 1./ I I I I 11 -~ / 0 I I l 258.32 -0 258.3t Ul -l )> -l 0 z N (J1 1 C, 0 0- I I I I I \ \ \ I I I I \l,_ .? \ I -o 0 266.50 265.02 -0 265.07 (/) --1 ► ---l 0 z N m + 0 N N 0 I I I I I I I I I 206.00 1 '"' N 0 1 ~- 0 1 ;:;- 0 I N "" 0 I N g ' I ~2.00 0 it~ ~ ' -g • 2G5.00 \. 245.17 I 245\2 ' N .. 0 I N "' 0 --0 0 N -0 D ' N m 0 ' N "' 0 Z.:os.oo ' JO 0 0 I I; ~ 1/f \ I I 277.00 \ 274.02 ) ( \ ·/ -0 o:·\ \ I '. 0 1/ 258.62 + 0 0 265.32 0 I ' :::::: ; , 0 0 f\ l I/ 1. < I -\ g-\ -; l ~ \ J ,I I I I I --0 0 • 0 0 I . I I I I 234.0q o j I < I I I I I ··--0 0 ' ' 0 0 2154. 00 I I o-\ I o I I ) ,1 ) -0 0 J \ ( -( \ I [§»J I \ ' \ ~ tv N N ! g--o o-~ M N l -\ 0. 0 O g--g j ' _.,..,. . J\ • __/' ....__ ·\ -~ ' ~ \_ ___ ,,-'' ...._,✓/\ • .__,-4/ -../\,.__,,,,1"\_./"f\_~ '-..-1~, l N N 0 1 N ,. 0 1 N m 0 ' N ,. 0 ~ uo~uO) ~hoJ Q\.. ~ \:-\I-<; I M C, 0 ' N "' 0 I "' ~ \-\1'\ \_~ S-t?C:_CAq-~ ,dJ\\~C\ \-S'OJ') .\,JCK1MJN -2f)O 340 320 340 -2,00 ( ·~ 320 ( 300 "\ -2bo ( -2,00 300 -2100 , 280 -z,oo 280 260 -loo "••~ '• /) •.,,_ ( l \, ' ( I -ibo -1'oo -1po -1,00 ~ ' -1'oo STATION 31+00.00 6 1/m STATION 30+00.00 160 STATION 29+00.00. '" ,, N 0 0 "' . N 0 N N N "' rn m N 0 N N '1 _J90 -' "' ---s: N ----------~ ~ 6 16o STATION 28+00.00 DN 0 N "" 0 -"' u; m . . "' "' "" "' 9 "' "' 190 NN N N 0 0 ' . --'-----~-' -N ---- 6 160 \ STATION 27+00.00 1 360 340 320 -2,00 340 340 320 -2bo 320 300 -2,00 340 290 320 300 -ioo 260 360 340 280 260 "\.\ '\ -zpo 290 \ 280 340 260 320 200 -2.bo ( ' ... I> \ > '-· \ "\,_ ""'~· ( ( ~ ...,, -1po -1\:io -ipo -1100 -1.00 ' -ibo - 0 "' ., "' ., STATION 36+00.00 oo inc . . "'"' .,.., "'"' - N a o "' 0 ~ 0 "' "' a STATION 35+00.00 - 0 0 .., "' "' d'l "' N uP "' " . ~ "' "' 9 " ., "' "' -- '-- STATION 34+00.00 STATION 33+00.00 STATION 32+00.00 I 190 ----0 0 0, 0 "' 100 SCALE HORIZ= 1"=40' VERT !"= 40' -- 0 "' 0 N " 200 290 i \ \ ~ l 1·r 260 ' \ \ ) \ \ • t ) 290 \ _) '; " 260 ) ~ j ', • i .)£, .,,l .\ J ~/ \ 200 360 340 320 340 320 360 340 DR. 18(15819)-B She0t 236 Ot 239 ORANGE COUNTY ENVIROMMENTAL MANAGEMENT AGENCY COYOTE CANYON/PB:,ieA-N--Hfbb. •• =ReAB--GHANN= El::-- j\le\,AJODY-\" ~ Dnve FACILITY NO. F04 P04 CROSS -SECTIONS MARK DATE DESCR I Pi! ON PREPAArO UNDER i:;.:.;=...:.:..--,-R..i,E,.,v.,..1.,..5.,..1 o"'N,.,.3=------1 '"'"" s, o" or SHEET DESIGNED SCALE DATE DWG. NO. DRAWN CHECKED AS SHOWN APR 1989 OF 420 400 -2bc -z,oo -tpo 400 ~ 400 -2bo 400 -2,00 -1po / / / -2bo -1'oo -2,00 380 -2'oo -1100 0 0 " " 6 STATION 41+00,00 0 <D :g " 6 STA.TI ON 40+00. 00 0 0 '" 0 0 --" . a 0 0 0 9 0 0 0 0 " " -=-' / --'kc=\ y',I (l ST AT I Ot...J 39+05. 00 STATION 38+00.00 STATION 37+00.00 0 0 0 0 .. >, ' ,,,. ._,,.. 160 0 0 • 190 0 0 " '-. '-. 160 0 0 . 0 100 ~ . k "' ' 160 160 00 NO . . "'"' ., " st" -2po 440 420 420 400 400 -2'oo -1'oo 260 -2.,00 440 290 420 400 400 -2bo 260 -2,00 440 420 400 400 ', 260 -2bo -1bo -2.00 • 400 420 400 -2'oo 380 420 -ipo 400 9 --0 ' " "' '-" "' . "' '-.!'--m " . i's.___{:;__ " ,__ 0 " ., " ' STATION 46+00.00 Q 0 0 . OJ 0 " 0 0 -~ 190 0 0 . ro 0 .., ' 100 -.,.,,.---, 0 -.. ro / f'..-ro"", 1-...i o a ~ l,O {O ' "<J" ~ <: .,;.; '· I:; to; '' "<( ";" 290 440 420 400 200 440 420 "l, __ >1-:.. 400 u STATION 45+00.00 9 0 0) , -Ol-'9-. 1-,.,. C ~°';:, "';j" ~ lf) iO ---... ~ U) 0 0 , cl " ' 260 440 420 ~ ~/~, ~ \.,..., -✓ '++<c---c-c=\. \ 400 c ST AT I Of\! 44+00. 00 STATION 43+00,00 I, ST ,I\T I ON 42+00. 00 0 0 0 0 " HORIZ = 111 =40' VERT= 111 =40 1 160 \ 260 260 200 420 400 DR, 18(1.5819) ~H Sheet 237 Of 239 r:,:="·----=-=-::;;_;;: __ :::. ====:::;: __ :,:a-;:;,:~=r-oe • -"c;,;;jl i ; . l I' ; ; '1:!, 1; l • • ,,.. (i:7>'.J n \~1:1._;:1!:·\jlu ·-: ;! ,, '420 ;_-,u,J\·1,r141!'1•1'l\'S 1•1, ii r=_'._, \·~:, J •,I(,....._, • J ,., lj ,_, ,,,~ i i==4=0=0==-:::-==-=-;::-;,_.:,-;::;:;:,::,,,c----J ORANGE COUNTY ENV I RONMENT AL MAN;\GEMENT AGENCY COYOTE CANYON/~ ~ANNEL- ~/'!~T~1o9'1~t CROSS -SECTIONS MARK DATE DESCRIPTION PREPARED UNDER l-"--L-.---c:-!:,=:-:-;::--:7.,-----4 SUPERVlSION OF REVISIONS SHEET DES I GNED SCALE DATE l-!D~R~A.!:WN~"'-====rC=H=£=C=KE=D===rAssHOWN APR 1989 DWG. NO. JC. I ~0 ~ . :t & f£ g ~ (11 ..+ 8 - 0 a 0 ., .,. 480 -2po -l 100 ' ' '-460 '. '- 440 420 -2bo -1'oo 0 0 <O ,_ " ··1,00 -2,00 ---+ ' ' 460 "-' ' 440 420 -z'oo -1'oo -200 ' 440 -2bo -2,00 420 400 -1bo 0 "' . -'<t -2.00 -fuo I 440 --- 420 400 -2bo -1bo '- 0 0 . ro ---------------.... ~ N O N ""-.... : ~ i/ __ _ STATION 51+00.00 9 0 0 . 160 ~ N -....---N------e-~ N') rt, '¢1'.0 ... -q- : ~~~; ,ft------>t:!:;:--:::::-,= 160 STATION 50+00.00 STATION 49+00.00 -N 190 "' -0 0 cr, 0 . 0 -,.. " " 0 " ---160 STATION 48+00.00 9 t90 ---~ JC> " 0 ro 0 "' ' -' "' -"' '" w 0 ~ 0 0 .,. '<t " '-✓t,_;,-1,_ '--' 1/Jo STATION 47+00.00 200 290 a U) . D " =+------ 260 290 260 290 260 2QO 200 480 460 420 440 420 420 460 - 440 420 420 440 420 460 440 420 420 400 480 460 440 440 420 420 400 -2fJO -200 -:ioo -2,00 0 " :2 " -1,00 -1'oo -11co -~ -100 ---.-:-~ -, 'I ' -- ' ' N 0 ~ "-"' <O "' ij N N " 9 " 190 290 l !\. 6 ✓ t-----·--------- STATION 56+00.00 STATION 55+00.00 STATION 54+00.00 STATION 53+00.00 N STATION 52+00.00 !00 160 190 160 SCALE HORIZ = I" =40' VERT = 1"=40' 200 260 260 200 260 MARK DA-TE • • DESCR"I PT.I ON REVISIONS DESIGNED DRAWN CHECKED 420 420 420 460 440 420 DR, 18(15819)-B Sheet 238 Of 239 480 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGEI\JCY COYOTI; CANYON/.PEi.:JeA-N-:HI~ ROAD Cl IA-NNE;b_ Newon,A-c.irr~ f'iri ve FAC!LITY-N0.1='04 '?'04 CROSS -SECTIONS STA. 47+00.00 TO STA. 56+00.00 PREPARED UNDER SUPER'e'!SlON OF SCALE DATE AS SHOWN APR 1989 SHEET DWG, NO. OF D t2 • 0 f? l!~rJ u9}-1JJ 4D /41 ---- 0 0 0 0 N " . "' a 0 " 00 "' "' 0 "' I!) "' e"; -,.,.,. . .,, " " "' .. ., -2po -1po 9 "' 190 290 " " --•' ------; ----' -1100 ' --..J 260 -2'00 0 160 . . • . ' " . . ' ST ;\TI ON 61+00.00 0 0 0 0 .,, 0 "' "' . . . (X) "' .. .. ., "' ., 00 ..,. -2,00 -1,00 9 " ..,. ~ 290 I I -=F l ----ioo -1100 6 I 00 200 STATION 64+00.00 0 0 0 ..,. "' -2,00 -1,00 ., ~ " 190 290 ' 440 -~ 440 --2'oo -i'oo --160 200 ST AT I Of\J 60+00.00 . . • 0 "' N O'.) ~ "' " ,_ 0 '" _,. " ~ . "' 0 0 0 " "' "' "' 0 N 440 -;oc -1po " 9 " 190 290 440 0 . -----"· 00 "' >-"' - ~':t-◊-r -~ "" ,_ ,._ --·-----zpo -1,00 " " " 480 9 190 200 480 -• ----. -2'oo ----2bo -1\Jo 100 260 -!bO 6 100 260 STATION,59+00.00 STATION 63+00.00 • ' . • ' • .. . ,-,::, I .. ~ OJ > l 0 ro "' ~ "' . -N 440 -zpo -ipo "' 0 9 0 ' 190 290 " "' ,., 440 -" .,. - . 11:R.18(15819)-B ~/ ·, Sfii;i:et 239 Of 239 420 -420 --2100 -1'oo 160 200 . . STATION 58+00.00 0 "' 0 0 . 0 N -0 0 ,.. "' ., 0 -2f]D -1po 'I.. .,. ID "' 190 0 . 290 "' "' . 0 -., <O ID . . " v ...... 460 --.... ~--460 ----__ _/ --2bo -ibo 6 --160 260 ~ (/) ,+ I 0 ;~ ~o 6' J » -+ ,.,,_, ...... , .. ,=·'""" ......... .. .. .. ' ·------• ' .. ,.,~. 11----·-~ .. ----"-' ---.... _ ' .. ~--,;,._;;,,,11 : STATION 62+00.00 ' '' . ' ,l N 0 ~ I: I N Iii ' . .. j! ., "' ; ' r>--~ r---; f} fj t·-:, f''. 0 ~'.""l-'/:if\~;(N N N '. 1 .., "' ,,.cf 1= "h .. .., r'>\ l\1,Ji i: f[, i 1 'i.l I -~00 -1,00 --~* 190 290 'I 'i-::) ;;~t ( ~-t~.\ 'uU tJ l~ \] <j ll -..' · ... ;_,_', -----------·- I! 420 420 ---2bo --1'oo 160 260 'I ; I ' .. --~··· "---~=.,. ; I ' ___ ,.,.,. 8 ~ --~ - STATION 57+00.00 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY COYOTE CANYON/!+ELICAN Hitt . . . ·" . ' ~NEL N ew£gr-t~a~-;: t::>iA.v.~ ' F: CILI Y 0. F04 PO CROSS -SECTIONS . SCALE STA. 5 7 + 00.00 TO STA. 64+ 00.00 HOR!Z " ·1" = 40' I"= 40' MARK DAT£ DESCRIPTION PREPARED UNDER - SHEET VERT = REVISIONS SUPER~'ISiON CF ',_ CF • ~~ DESIGNED SCALE DATE DWG. NO. ...... DRAWl'1 lcHECKED ASSHOWN APR 1989 OF oa. u rJ fl.#»[]l':J ~-,½J -4-1 /4\