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HomeMy WebLinkAboutR_5842_S----------- ' t+'-=F'-'-+-+ LA H-'f'lR I'"'"( .ii., BREA ~.-<---6"'~'-I-t--;--,r---',r,:---1 l BEACH ~1-+-'-';),,H""'t'--t-!-IT.::t.-<o;-'<! ~ ~ - SUNSfl BEACH , :i, ; .. ~••·'i"-f-0'!;,c-f-t-~'-, <J--t;;a;:!.-f.!l.rll<ct--t-' HUNTINGTON BE NEWPORT VICINITY MAP I 0 5 10 SCALE IN MILES ·' LOCATION fv1AP SEE SHEET IA SAJ\i DIEGO COUNTY / I / ·---------------------------------------- ORfa\NGE COUNTY ENV~ RO~~ f\t1 ENT AL= M,~NAGE~~.ENT AGEf:~CY SANTA ANA, CALIFORNIA MlCHAEL M. RUANE, DIRECTOR PLANS FOR CONSTRUCTION OF N w po rf Co a c,f \), · FROM f'EL~GAN HILL R0A-8 WESTERLY BENCH MARK: 3K-30-68 LG MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. JOI ALT J FROM THE POST OFFICE IN COPC.'NA DEL MAR; 67 FEET NORTHEAST OF THE Cl'.NTER UM. OF 1l<E HIGHWAY,45 FEET SOUTHEAST OF A MANHOLE,n<AT JS ABOUT 2 FEET ABOVE 1l<E GROOND AND MAR~ED UlCWD, Will< A 6 /NCH SY 6 FOOT VENT PIPo OH n<o NORTHWESTS/Do OF n<o MAl<HOL", SET IN THE TOP ON 1l<o WEST 5/CE OF A CO:lCIIETE CRADLE FOR A 3G INCH WATER FlPE, A£OIIT 7 FEET LO'IIO! 1l<AN n<E tl/tH'.'l~Y. ASSESSMENT D~STRICT /?' ""'<~_,-, ~ r~Lt --~ ~ ~'s.'.\ II RECORD DRAWINGS "~---~- ( rTHESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION ,,:>/ SUBMITTED BY THE CONTRATOR, INSPECTORS AND CONSTRUCTION MANAGE-\, / MENT STAFF. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ) I ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR \ OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS /1 A RESULT. 1 \1, -/ ;' f ~z al~ /-l,9-91 • (' • WILLIAM E. WHEELER R.C.E. 41243 D:~E _ / =--:-,·~ • ~ "'-=-~ '--~·-·. -·· ' -~----.......,,,-.,~/~ --=~-- ,_,.-r' ....... --...... /------\ -) APPROVED BY IRVINE RANCH WATER DISTRICT FOR: RECLAIMED WATER LATERAL CONNECTIONS TO CAPITAL FACILITIES IN LOWER LOOP ROAD AS SHOWN ON SHEETS 35B-35F. 36. 38-41 8 44B-D £ I 4\ ,;, / " Ai\ A Lili. £ ' /q\ ~ &. &,, & / tt 1 ,-\<!.-.,T Al'-M \Z.'a·~T1<:s\.\ l/1.,;/'{!J "1~ WIJil.E Lii"• ~l'Z.\~ '=I 1/2"-/"''!, ~11= Aurer.:> ~ /<IM..L<S, 1/z::,/~ l'IM\n!.. l..t>:re,J..A<.. A-T 11c,, + -,-z. -&,<, Vz,i~ /4c, ·f!>t:1LT /?:B11..:;;1c1:,,;, Tt> ~1,?: 1-2;-'l?> 3, 4, 5, 6, 8, 8A, 9, 11, 14, 16, 17, 18, 19, 20, 22, ' 23. 26. 28 29. 30. 35F. 36. 37, 38, 41, 43, 44, W-5, W-6, W-7, W-8, W-9, W-10, W-11, W-12, W-13, W-14,W-15,W-16,W-·17, W-18,W-19, W-21,W-22,W,24,W~25,W-29, W-31, W-37, .. AS-BUILT CANYON FILL TOP□ IO·IZ-~Z Aaoco .A.".a..=~A (;;R' LA-€iH-r. 87 5Hr.-&RADll--lS ReV. rbR' ~ l~W, SITe U7 'i""" 14,15,20,21,22,31,32,33,36,39 8 42 REDLINE#8 , ,,, • 1/24/9 . 51 -55, 55B -60 PE/)Uf.113 1F {'b ,,, //,// 1/2/92 - -ne:AF"FI~ ,'9.!?,",::!.l~.!J 1€"0!tr;Ji:& ;t~lf:_--._J,4L. __ 1/z:;,/~ (<E.V1t-Jgpi-sc:=:w~ -7~.,.:e~~ L1(1,..,"'6·'.::::; t/7,,;,/:e, 1,,""D~ ll~WD '$e1"-'IIC._!'~ ...0 d--.fA.)Jp,E,J I k~J~T'tt::N ~ ,-lfl/?71' ~ 3(?-J./q1 AL YSON DATE PROJECT ADDRESS: NO. b. BY-, DESCRIPTION SHT. / .. PP'G DATE 21 003 PELICAN HILL ROAD NOTE: BASIS OF BEARING GEOTECHNICAL INFORMATION IS OAUFORNIA COORDINATE SYSTEM ZONE"' LINE BET\VEEN O.C.S. MUSTARD 2 AND SHOWN ON PLANS FOR BIDDING o.c.s. PELICAN Hill. •~NG N30"16'05"W PURPOSES ONLY. ACTUAL PER R/s 86-1083 LIMITS AND REMOVAL QUANTITIES SHALL BE DETERMINED IN THE FJELD BY -----··-----THE SOJLS ENGINEER. COUNTY OF ORANGE E.M.A. TRAf),IC ~NGINEERING DIVISION BY:, d;f,.d<t-f1,...Je,. R.C.E.: ~~t.!>5 , EXP. DATE:~o frt DATE• 7 /a/Q O THIS PLAN IS SIGNED BY E.M.A,/T.E,D. FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFIC SIGNAL. SIGNING AND STRIPING STANDARDS AND REQUIREMENTS ONLY. E.M.A./T.E,D. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. FUNDED BY: .-,_ ...... ASSESSMENT DISTR1c·r NO. 88-1 l ------------- - IIMNE RANCH WATER DIS'IRICT APPROVAL OF SEWER FACIUTIES APPROVED ORANGE COUNl)' FIRE 1-"'-'-=""-"'...;;.;_~=.c.'-'-"",a.:,;;oA=-lrr F"•r<:. 11),Jp...,,-t-~<M'ltr..., o.ucy SUPERVISE r:.l\!DERGROUND SERVICE ALERT CALL: TOt-L FREE l r~aoo 422-4/33 ' ' I TWO WORKING D,\\YS BEFORE YOU DIG ' \ DEVELOPER/(?WNER: ' ' THE COUNTY bF ORANGE . 1 0 CIVIC CENTER PLAZA SANTA ANA, CA. 92701 (714) 834-6200 J BASIS OF TOPO: FLOWN BY: R.J. LUNG DATE 6/14/86 DEVIATION FROM O.C.E.M.A. STANDARDS: I. MEDIAN WILL HAVE LESS THAN GO% HARDSCAPE. 2. 80 ft. ROAD RIGHT-OF-WAY wrrn 14ft LANDSCAPED MEDIAN OVER A POP.TJON OF ROAD PPP.OVE FOR STANDARD DEVIATLONS DIRECTOR_,...QF PUbLIC WORKS. ---------------~~.;.,;.;~.....;_....;.. ___________ _ GEOTECHt~ICAL CONSULTANT: LEIGHTON & ASSOCIATES, INC. 3050 DAIMLER, SUITE B SANTA ANA, CA 92705 (714) 250-7115 EMA -PUBLIC WORKS \ APPROVED FOR CONTRACT ADMiN!STRATION: ( ~T(c:~~DISON PHONE NO. PACIFIC BELL TEL<E!JO~ SO; CALIF. GAS CO. LAGU~A BEACH COUNTY WATE:R DISTRICT !RVINE RANCH WATER DISTRICT COMMUNITY CABLEVISION THE /RV/NE COMPANY (AG. DIVISION) UNDERGROUND SERVICE ALERT PREPARED BY: (714) 859-5253 (714) 966-6216 (714) 634-3106 (714) 494-1041 (714) 475-7500 (714) 721-6226 (714) 544-8890 J • 1-800-422-~') -------·--------------INDEX OF SHEETS • l DESCRIPTION TT;'" SHEET "l' ._L.. , SHEET I ~ 3q. LOGATiON .,1AP T'(PICAL Sc~TIO~JS, CON.ST-. JS TION N01';:~ GRAD!NG PLANS 11-iu ~ l~~{(t,~ lZ-~ \'rll -:EC STORM DRAINPLANS l~ ~ LINE A l°\ a, LINE A -zp -1$--LINE B 8 C '2,l ~ LINED 1.2 !.:e UNE E 3 G '2,?~ LINE E ~ ~ LINE E z!; c;. LINE E ?).P ~ LINE F STREET IMPROVEMENT PLANS 1.,1-36 .2o-;:,g ' \ SEWER· AND NON CAPITAL WATER AhiD RECLAIMED WATER IMPROVEMENT PL ANS '1_,C\ ~ TITLE SHT. I.fl\ .w"° L !, ::c • L{O ~ LAYOUT MAP SO-tfl L11-JE r _'{( ::!SC INDEX MAP <;\ ~ LINE C '{1. ~ INDEX MAP «;'t:1f3 LINE [1 --t, ~ INDEX MAP <¢1 ii LINE D ""'~~""':> --11.f ~ LINE A S> ~ R3?.I -,\~ ~ LINE B -S'i~ <t\' ~ LINE ':3 SS-~ '{1 85 LIME B • 3' '-{1, 39. L! NE El 'S\<> s I • STRIPING PLANS ,I§ -BO ' ~ -1_as IRRIGATION PLANS 61 GI ~-1°! ~¼1nf~1AJO\.I\~ Sht.E r:s 62 -9S J!I.~ NOT tlSEhl 4,C)-'r:)5 'b\o ~ P.M.H. RETAINING WALL DE-fl>IL SHEET 101 lS NOT USED DETAIL SHEETS 4,1 ffi'2' GEOTECHNICAL ~ ffi"5 GRADING 'b°'l ~ STORM DRAIN OJ..O -lO!:-STORM DRAIN O\l rcJ'5'A ST JRM DRAIN q L{ } 'i><. \el..,\ <;\'\Oi!t"' 0..V-06° TRAFFIC SIGNA.L ct~ TRAFFIC S1GNAL ~~ -l.G6 COI\STRUCTION ACCESS EXM1B1'! 4~ LQO ,,, CONSTRUCTION ACCESS cXHl8iT EROSION CONTROL ?L .lj_fliS q1-[1.n +6 ::i -11 ~ UMITS OF PERMIT ;~~;;,r:c. l o~-111.,, 20 • ~J \ I -IL . \\'; ~ !RRIGATION_ifrf IAIL':' 1-i":5· I 26 NOT u.j D L\"\ ~ iNTERSECTION ELEVATION GRIDS 1;~,~c~EC) (&-~ \\') -\'l,\ ~:i:c:PITAL WATER A.ND RECLA.I MED WAT ER WI-W37A @SOUTHERN C.11.LIFORNiA EDISON 'scEi':scE5] 'c-6iiifMLjJ\jff'y' CABLE VISION /....., ~ ¼f)-c:__S._~_......_,,.---_..~ (£ELECTRICAL FOR iRRIGATION ' , EI-E7 __,,, '--_/\ -------'----""' ~ DR. 14 15782 ~eet / 0£ IN---- I I I I I ~ • .2£ )_g, ~ 0 ~ ....} /. -:t ~ cf ,.....::::_ SJ - SHEETl2 sHEET 33 SHEET 25 LOWER LOOP ROAD SHEET 5 "' - co l/"1+44.l,,3 LOW€. LOOP KoAo 1: INT:-= ~+SCJ.(JD PELICAN HIU.. KO,'JC> s GRADING PLANS ' STREET IMPROVEMENTS !:b,c,~ ,v .,_,, "«. E4 a 'Tb_..,<'.) PACIFIC COAST HIGHWAY } ' I "' "' "' If) -"' 0 Ol DR. 14 15782 Sb eat 8 9£-,,-,1-,..,7 71--- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY INDEX MAP MARK DATE DESCRIPTION PREPARED UNDER , 1 REVISIONS Wfli'.Jtlij~-w T. DESIGNED I SCALE ()ATE O\lG. tlO. AWN CHECKED AS SHOWN epe INDEX MAP -21[0,23JPF• 3098'281 25-Ape-90 08•35 AM/ 3098-3102 D f?. I 'I / S7 fl V SY\e-e-t-2 [\--Z,/ \c--S8'-1Z-S • ·c~ - ~'\R/W 2' OR 4' PER PLAN • 2' OR 4' l 8' R/W 7' 1--2' 6" \, 1-1111-11''· ·Ill=-- GAS 6' 25' 5' 8' STORM DRAIN 0 13' 80' 7' 't_ 7' 13' SEWER 0 25' DOMESTIC WATER 8' 1i V ~ □ e B:dL ~ ~ e LI□© [;\fl N.T.S. LOWER LOOP ROAD STA. 10+00.00 TO 66+42.99 79+43.68 to 80+60.64 80' 40' 't. 40' 3' 3' 6" s· 7' R/W R/W 2' OR 4' PER PLAN R/W 56' R/W /2'\'\1-----=2s_· ---J1r._. -----=2-=-5•----1 f!i<~ 2' OR 4' • 8' 20' 20' 8' ~ 2' OR 4' L_, PER PLA 1 !7ER PLAN • I . _/ I I _,,--: I I ~ ~~ I 20 I 1.7% 1. 7% TELEPHONE 8 S.C.E. -~ GAS 0 6' RECLAIMED WATER STORM DRAIN 7' 2' SEWER ( 4' 6' In 1iV~□«;&!L ~~«;1i□©!;"\l N.T:-S. LOWER LOOP ROAD STA. 69+07.49' 85+22.99 TO TO 74+70.79 118+73.54 R/W 56' 28' - .J u. • 0: \"l Ul• " .. _, ~ ------- R/W 28' 3' 7' OR4~ PER P~~N ) ~ 1r v ~ □ e & IL lUl G\'l [Q) ~ L9J e lUl 1r ~ ~ e 1r □ © i;--\l N.T.S. GRADING LEGEND --7 --? FAULT LINE QUIERY _j_ __ _1_ DAYLIGHT LINE --Z50--PROPOSED CONTOUR ====== CURBiGUTTER ----RIGHT-A-WAY -------HINGE POINT .-, . -TERRACE DRAIN T.C. F.L. T.W. T.F. F.G.. F' C NMNAT. INTERCEPTOR DRAIN BROW DITCH SPLASH WALL STORM DRAIN RETAINING WALL TOP·OF·CURB FLOW LINE TOP-OF-WALL TOP-OF-FOOTING FINISHED GRADE FILL CUT , NATURAL N.T.S. vm /J BUTTRESS J 302 ) ELEVATION =0Jn1 EXCAVATION LIMIT OF REMOVAL • TO BE DETERMINED IN THE FIELD BY THE . ENGINEERING GEOLOGIST \ ~ LEGEND UNSUITABLE EXCAVATION & RECOMPACTION, LIMITS TO DETERMINED IN THE FIELD THE SOILS ENGINEER [II]] UNCLASSIFIED EXCAVATION ~ UNCLASSIFLED FILL LJ GLASS 2 MATERIAL BE BY EXISTING GROUND 1/ ct_ SUBDRAIN FILL / 1-_--,--,----,--,---,----c-~-,---✓ / / - / LIMIT OF REMOVAL. TO BE DETERMINED N IN THE FIELD BY THE ENGINEERING GEOLOGIST I . ',.. I L 6" SELECT GRANULAR BEDDING ~ COMPACTED TO 90% MAX. DENSITY ~l! <C& ~ £ u~©R'l f?> £ VILJ~J~ £ u <C&~JV ©~J ~l!JJ~[Q)~£~~J [II]] ~ FILL UNSUITABLE EXCAVATION & RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER UNCLASSIFIED EXCAVATION UNCLASSIFIED FILL/IMPORT BORROW N.T.S. 'r. ROA WAY CUT EXIST. GROUND ~&~ue=:itr:J©~~ f?>& vrr,,~~J~ c uVf?>.) N.T.S. e © li\'l ~ 1r L9J lUl e 1r ~©[;\fl li\'l © 1r ~ ~ CONTINUE e © [;\fl ~ 1r L9J lUl e 1r ~ © [;\fl [;\fl © 1r ~ $ GRADING PLANS 0 CONSTRUCT 12' TERRACE DRAIN PER DETAIL 1, SHT. 103 0 CONSTRUCT 6' TERRACE DRAIN PER O.C.E.M.A. STD. 1321 0 CONSTRUCT DOWN DRAIN PER 0.C.E.M.A. STD. 1321 r ,-..--~----------~--------------..) ~-·~-~-'---~ _./"--__,..-----------~--0 CONSTRUCT-RIP-RAP PER DETAIL ' SHT. 103 © CONSTRUCT SPLASH WALL PER O.C.E.M.A. STD. 1321 ·"L" PER PLAN 0 CONSTRUCT CANYON DRAIN PER DETAIL 7, Sf-!J:.I02 © REMOVE EXISTING CONCRETE STRUCTURES 0 CONSTRUCT INTERCEPTOR DRAIN PER 0.C.E.M.A. STD. 1332 @ REPAIR EXISTING DOWN DRAIN PER PLAN @ REMOVE EXISTING C.M.P. PIPE 0 @ CONSTRUCT INTERCEPTOR DRAIN PER DETAIL 13 SHT. !02 (B-PER PLAN) e CONSTRUCT fl' PROCESSED MISCELLANEOUS BASE ACCESS ROAD W=l5' @ . REMOVE EXl5nNG FENCE STREET IMPROVEMENT PLANS CONSTRUCT A.C. OVER A.B. CONSTRUCT "A2-fi' TYPE CURB AND GUTTER P~R A.P.W.A. STD. 104-0-0C CONSTRUCT "A 1-fi' TYPE CURB PER A.P.W.A. STD. 104-0.QC. CONSTRUCT LOCAL DEPRESSION PER O.C.E.M.A. STD. 1308 "L" PER PLAN CONSTRUCT PARKWAY CULVERT TYPE "A" PER O.C.E.M.A. STD. 1309 ("S: PER PLAN -"H" HEIGHT OF OPENING-PER PLAN) CONSTRUCT 7'-6" WlDE SIDEWALK PER O.C.E.M.A. STD. 1205 CONSTRUCT ACCESS RAMP PER A.P.W.A. STD. 102-0 -OC CONSTRUCT MEDIAN FLARE PER A.P.W.A STD. 109-0-0C CONSTRUCT MEDIAN TAPER PER A.P.W.A. STD. 108-0-0C LANDSCAPE MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD.1114 CONSTRUCT 1 '-6" CONG. MOW STRIP PER DETAIL 30 ON SHT. 27. CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD. PLAN NO. 1405. OVERtAY TO MAKE SMOOTH . TRANSITION TRANSITION CURB AND GUTTER 6" -8" CONSTRUCT SURVEY MONUMENT TYPE "B" PER O.C.E.M.A. STD. PLAN NO. 1406 SAWCUT A.C. 2'-0" FROM EXIST.AC. DIKE AND REMOVE JOIN TO SATISFACTION OF ENGINEER CONSTRUCT BARRICADE ANO DEAD END SIGNING PER O.C.E.M.A. STD. NO. 1401 INSTALL 6" P.V.C. ISCHEDULE 40) IRRIGATION SLEEVE WITH PULLROPE SElfJER PLANS @ CONSTRUCT r, V.C.P. SEW):R MAIN @ CONSTRUCT 4r5' PRECAST CONCRETE SEWER MANHOLE PER I.R.W.D. STD. S-1 WITH COVER @ CONSTRUCT 10" V.C.P. SEWER MAIN @ REMOVE EXIST. PLUG ~ CO~STRUCT 12" V.C.P. SEWER @ CONSTRUCT CONCRETE ENCASEMENT PER 1.R.W.D,. STD. S-I0 TYPE A. • STORM DRAIN PLANS @ .INSTALL 1 r, RCP {D-LOAD PER PROFILE) @ CONSTRUCT BRICK AND MORTAR PLUG, ® INSTALL 24" RCP (D-LOAD PER PROFILE) @ INSTALL 30" .RCP {D-LOAD PER PROFILE) @ INSTALL 36" RCP (D-LOAD PER PROFILE) . @ INSTALL (EXTRA COVER, SEE SPECS) 24" RCP (D-LOAO PER PROFILE) @ INSTALL (EXTRA COVER, SEE SPECS) 30" RCP (D-LOAD PER PROFILE) @ INSTALL (EXTRA COVER., SEE SPECS) 36" RCP (D-LOAO PER PROFILE) ® CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. 1310 (§) CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305, @ CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 @ CONSTRUCT CONCRETE SLOPE ANCHOR PER 0.C.E.M.A. STD. 1333 @ CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 @ CONSTRUCT DEBRIS PROTECTib~ PER DETAIL 62 SHT. I05A. • @ PLACE RIP-RAP PER O.C.E.M.A. STD. 1809 64 CONSTRUCT ENERGY DISSIPATOR PER DETAIL 66, S 104 DR.14 15782 Sheet 9 Gt 177 - ffi / ____ ____,..,___.____ _ __. .... _-·.c_-, _ _/ ... ~CONSTRUCT ac A.CP. PIPE WITH CAP _AND BEDDING DETAIL PER I.R.W.D. DWG. W-11 @ INSTALL 42" RCP (0-LOAD PER PROFILE) 003CD02W D.H. 9/13/89 .._....._c=U='T~ FILL ROADWAY GRADING . (y£s I 035 430. 1,000,S,:39 BUTTRESS/SLOPE STABILIZATION_.--Snf,oo~,000 ALLUVIUM/ LANDSLIDE REMOVAL 575,000 575,000 TOTA~£~0~0 ( &; · I > I .J,~::Jv . C3J. 18 CONSTRUCT 15' WIDE ACCESS ROAD PER DETAIL 18, SHT. 103 _,.,--,,..--..,__.-. 19 CO~'STRUCT RETAINING WALL PER SEPARATE 0 PERMIT AND PLANS. & @ co·N;Ruci-~W-PER PLANl PER .~.P.w:A. . s D. 101-0. ~ ~.,---,.._~ '-----\~_, ~------~~ I:::\ CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. ~ STD, 600-0-0C. @ 90NSTRUCT 42" METAL HAND RAILING PER DETAIL 89 SHT. 103. .• 9 CONSTRUCT F'.M.H. RETAINING WALL P ETAIL 90 SHT. 100. -.;,,,,~ -------------,.. 91 CONSTRUCT 2" RECLAIMED WATER SERVICE PER I.R.W.D. STD. W-2, USE CONNECTION DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY. 2. ~--- 1\NSTALL {EXTRA CQVl;J,oSEE SPECS) 42" RCP ID-LOAD PER PROFILE) CONSTRUCT 4" A.C.P. PIPE WITH CAP AND EEDDING DETAIL PER 1.R.W.D. OWG. W-I1. INSTALL DOWN DRAIN TO PIPE TRANSITION INSTALL (EXTRA COVER, SEE SPECS) 48" RCP ID-LOAD PER PROFILE). CONSTRUCT JUNCTION STRUCTURE TYPE Ill PER O.C.E.M.A. STD. 1312 CONSTRUCT WING WALL STRUCTURE PER ·DETAIL 64, SHEET 104 75 CONSTRUCT MODIFIED _DOWNDRAIN TO PIPE TRANSITION STRUCTURE PER DETAIL ~O, SHEET 104 76 CONSTRUCT INLET TYPE I PER O.C.E.M.A. STD. 1301 77 REMOVE EXISTING HEAD WALL AND JOIN EXISTING PIPE 78 CONSTRUCT STRAIGHT HEAD WALL PER DETAIL 2 SHT 102 79 REMOVE EXISTING PIPE AND PLUG ANO JOIN EXISTING PIPE 80 CONSTRUCT JUNCTION STRUCTURE TYPE II PER O.C.E.M.A. STD. 1311 81 CONSTRUCT DEEP JUNCTION STRUCTURE TYPE Ill PER O.C.E.M.A. STD. 1312 WITH 48" CONCRETE SHAFT PER O.C.E.M.A. STD. 1504 WITH SAFETY LANDING PER DETAIL 6 l , SHEET 104 @ CONSTRUCT MEDIAi! DRAINAGE SYSTEM PER DETAIL 82, SHT. 105 @ CONSTRUCT MEDIAN DRAIN RISER PER DETAIL 83, SHT. 105 (§) CONSTRUCT FIRE HYDRANT PER 1.R.W.D. STANDARD W-5 @ .CONSTRUCT INTERCEPTOR DRAIN TO PIPE PER DETAIL 17, SHT. 103 1 1/2 0 1 2 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ··TYPICAL STREET SECTIONS 'ftZ/?1 f?cVJS£D GLIANTITIES (' 01M, PER PLAN REVJSEO re LE PHO/-./£ z1221taI £.OCAnON ~ £4Rnli.--'ORJ1 I' I' A.0Df;D CONST: NOr& & CONSTRUCTION NOTES MARK DATE DESCRIPTION PREPARED UNDER ,'/'/ // •• ./ //(./_ ,; r \1--'-'---'---------11 SUPERVISION OF /,( '.-:. /!-'·_".'~~ ? .. ( J ,_,. ~/!'.$ "'1 REVISIONS WILLIAM E, WHEELER R.C.E. 41243 l~DE::S:;;:IG::.:NE:::D'.===:::;::::======-ll SCALE DATE DWG. NO. DRAWN CHECKED AS SHOWN MAY 1988 7 ~, -? L. ~r 1 ., '7 ~ ('> J., ;:t: ~ t ~ .~ 0 ,~ ~ ~ k f * ~ ~ $ ~ STATION CU. EXC, YDS •. FILL. ·' I ~. / / I ' I I I I I JI I I I I I ' / ' ' I I I I I r : ; I , I I ; I I \ I ( \ \ \ \ ..,, • • EX/5TIN6r CANYON ORAIN Q.✓ rJ ~ ~ .., ~ ~ ,;} ,? 2? ;J ~ 0 ::; .., ..., l.q <:> 0 0. 0 ---------~-- - ---- II +00 -----=--~ -..... ,,-,~I? +00 14 ·t00 924 12Eil .....__ 672 . 683 1 3337 2898 9780 . , 15+00 0 11396 16 t00 ..-----0.... -- 7528 \. 17+00 18+00 ' 0 8967 19+00 20+00 0 0 .. 11670 14857 TES STATION EXC. cu. FILL YDS • ORANGE COUtJTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FOR ~\-;.co.'<' \\-l 1, ~-N <l.-S • ·LOWER LOOP ROAD, STA. 10+00.00 TO STA.20+00•.00 . ' . DRAIIN 8,,;,. CHECKED AS SHOIIN Lr _J)pf> :O~G;~OE/S_y-;~1-~vC-_: 52[0.23Je:~~~z-cs-M,,-s 9~hw w7ri 0(. STATION CU. EXC. YDS. ·FILL I \ ' "''" 0 21+00 3,Q_ 16359 \\ \ 'I 22+00 23t00 24+00 i65 154 27 15795 17938 18810 ID, 25+00 27 18342 26+00 0 30 t-00 17560 1792 I i I STATION EXC. CU FILL YDS. I . I I , / I I ' I , ROUGH GRAD I NG ~\.\C9JC' ~,\\ PLANS FD t ~ M a.S, ffl,Jfrn LOOP ·~4).. --(J - STATION CU. EXC. YDS. ·FILL· I \ ) \ I . 31 +00 35461 0 l 32+00 50906 0 33+00 60635 0 • "'" ((1 I / -·--- ·--~ "· ---------------------- 34+00 58418 0 35+00 4225• ·/ / 18846 \,' 1976 I 2974 1986 4435 131 . . ·7917 80 5609 4337 152 185 103 HALL PER 0.C.E.M.A. STD. ' . CONCRETE STRUCTURE. 42+00 3892 1203 & 11/31~ RDDED HEl~~TMAIN DrnlN & DETAIL AN~' SPLASH WALL .. <!) ,;11,H, ,rcvt:5ED 1rouw GKAOJN:', & vl9rr 1lV1#!Jbc;fhb~'mfo FLOW LIN£ /€L£v. ¢ EXIST: COl'IC. srmJCT/J. £ c/tZ)il REMOV@CONST. NOT€ .. PREPARED BY STATION EXC. cu. FILL YDS. rn THIE =i!iib ~IEITH ~ COfv' AtJ I IES • ~" t=ot:=:l~c::TAJ::;1.Uc::IOlG~ ORANGE COUt~TY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FD ?.Q.. \ \. CO.'f' \:\\ \ \ g_ <l N <\ ..S, bOtJER LOOP fiflA-13 STA-30+54.12 TO STA,42+00-00 _.-~-----Ii:, ~~~:::,,,""-=~::c:__..,_ -~ f 'ldl P&.4oLl'tl,desG.G«Ao,,;,,; . . . O<>'i. 4 CON~TRUCT 6" LANEOUS BAS SS ROAD l-'-M"'AR'-"K'-"D"'-A"-TE::.,__..;;D;.::;ES;;.;C;;..;R~IP..;.T;:..;IO"-'N---11~n~~~~~gl~=D5~ 1/40',.,,;,, _-[" /(,~ ;/, • _ '-r.;;;-, ----REV I SI DrlS WILLIAM E. Wffi:c.LER R.C.E'.. 41243 '"--. ~--Ge, TRUCT MEDIAN DRP.IN/\GE.sYSTEM PER OES!GtlED L.B-SCALE DATE DUG. flQ. DETAIL 62, SHT. 105 DRAl/ll .8-R-&, CHECKED AS SHOWN . I STATION CU. EXC, YDS. · FILL \ ,. . • l ') I , .. / ' I I --------- -----~-.......... .. ' ' ' ' ' ' . .. .--..... _, -:.:. -.. ' -, .. , . . • \ \ I _________ , . , . . . • --..._l _g~~~-'.=:? f 231,3 . .. (<'~ ,-~~ ;,. 0 /-4~-~~ 44+00 5138 2541 I:. ---N 45+00 12255 199 ~ ~-~ / ------:~ ~ , !MIT . ' -~~- / 46+00 20543 0 ------------ 47+00 1425 0 -" co 0 ·-.,~ . tn 8 48+0.Q_ 4435 2842 )9222 12620 ' OX Tl,:' r ~ TA '-. ..___ 'MOYA -.......__ ·--,c--- 50+00 3806. 22120 51+00 STATION .EXC. cu. 1 • FILL YDS. ROUGH GRADING PLANS FDR ~ ,,·c.p,11' Wl\ R-cl-N. 4--S STA. ';·2·t·OC.'.JG TO. STA.51+00.00 1-=D:.=:ES::.,l~GtJ:=ED=-===r=====-1 SCALE DATE Dl:!G. tJO. . ORAIIN CHECKED AS SHO\ltJ •P• ROUGH GRADE/SHT,6/L,L,RD.:.'.:_40 S~_j 52C0,23_JPF• 3098 179 24-~/·89 04•28 PM/ 309,8-5102 D f). IL/· ( -5 7 eJ _ 2-_ · -~e,.r T"/ l1,{ 1 \2-"S"S'-iz_:_5 • STATION CU. EXC. YDS. FILL \ ' I \ \ I ' ' \) \ I I 52+00 33954 0 ' -• 53-t00 46359 0 54t00 26020 0 55+00 6413 6798 ,) 56-t00 57+00 58+00 59+00 60+00 17 1327 2156 845 0 17308 12971 3442 11416 16965 61 +00 2929 7553 I STATION EXC. CU. FILL YOS. / I I STA-51+00.QO TO STA.6/•00-00 I I I STATION CU. EXC, YDS. FILL '{_, o.~--- I // /7.L/~/eA • I / 1/ / 1/ I " I I/ I • I , . . -~ /C, tJ/;,,,711: G/ee!J. I 0 " / Of< / G~ . -~ -~ I I ! :1 I ~ 0~ CUT FROM SHT .. 7 8 7 A FOR Acctss ROAD --- ·~ 322 ----- ~"\\ ~-~ ~ ·- \ 0 2/!?fil HEY/5£/) /l'OUC.H 6.f;'AD1,io, £ 2/22/ql ADDED CUT OUAN. \ / STATION EXC. cu. FILL YDS. \ DR. 14 15782 Sfieet 15 Gt 177 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FOR ?~\.I:@ r ~\\I ~-f\dc:\...S tfltfff,t-t ~ , MARK DATE DESCRIPTION PREPARED UNDER • .. .3-?,,. SUPERVISION OF . '----. REVISIONS • WI LIAM W ·, l"D.,::ES:,_IG:::N.,::ED'-===r=====-1 SCALE DRAWN D.M.W. CH~CKEO .. -~-_ AS SHOWN I ! i ' > 55D \ ----5~0------ > • -5/o- ---410- } -450-------,:;-'' SLOPE ,:,(o ----._, er::.ow_D\IClL ----------- SLOPE "'8 -----5\0------ :-fE.~RACE. 'D~IN ------------4qo ----41D- -----------450 ----------4,0-- 5PLA51-l WAU. r'CR o.c.e.M.A S7p. 13ZI SECTION A -A z ~ r/. w .. __, A A __, )'!: .J ~ • • -I •• • . sq w_O • ""'9 .. -• *"' • .. ' ' • \' \ l \ \ I \ I I \ \ \ \ \ \ ----- ~ ' . ' ' l ' ., A r.c· A· ~ .. ~ • .. !! ~ . l!! ~ ·-. ~~ • STCiTlO;-J ~c. cu. FrLL Vil:\, @ CONSTRUCT TERRACE DRAIN PER O.C.E.M.A. STD. 1321 @ CONSTRUCT SPLASH WALL PER O.C.E.M.A. STD. 1321 AND DETAIL HEREON. @ CONSTRUCT INTERCEPTOR DRAIN PER O.C.E.M.A. STD. 1332 • \ / : DR, 14 15782 'iiheet 16 Of 177 or.ArJGE COUtJT y EtJV IROtJl'.EtJT AL MAtJAGEl'.EfJT AGEfJCY ROUGH GRADING PLANS FO Q~\\'.eo,..-r-W\\ ll~• N..:i._s l~~-JE~ ~~~~ ~@l\rrY STA-20+00.00 TO STA.30+54.12 12 f; G' . ~ ~? ~ ,(} ~ ,.._ 5 ~;~ ~ Gf ~ . ~ ~-t ff 3 ~-t ,.., rJ STATION CU. EXC. YDS. FILL i I \ ' '"-,, ...... _ J I --- ) i / ' ' I i ) / ( 61 +00 2929 7553 62+00 5010 1128 63+00 3488 519 64+00 2626 586 65+00 389 3094 66+00 2951 - 19380 67+00 980 •• ~-31208 68+00 0 32519 ---- 69+00 0 37698 70+00 0 45404 l> R. It.[ STATION EXC. CU. FILL YDS. c5 -.::: l/ f) I JI o(i ,.t N (, STATION CU. EXC. YDS. FILL I T \ \ \ , ) f' ' ___ .,..,~~\, ..... ( FILL FROM MATCH LINE TO JOIN AT GOLF COURSE ' ' ' I \ ( ,. 42,872 I ' I ' ' I C.Y. & JI.J-92 noo 48"5PIRnL Rill PIPf II.. DETnll5 STATION EXC. cu. FILL YDS. ORANGE COUNTY ENVIRONMENTAb MANAGEMENT AGENCY ROUGH GRADING P-1:.ANS FOR ~J ~.Q...\, Cb..\f' ~ "-\\ ~~ IN '\-S ·LOWER LOO~OAD STATION 71.+00 7?+00 73+00 74+00 CU. EXC. 0 0 • 56 56 - YDS. FILL 48242 35916 24694 24179 .. y ).> c0 '6 0 75+00 I 0' 0 0 24998 u, ~ 0 0 76'1-00 30 22889 ---- 77+00 30 23352 78+00 0 30852 79+00 0 37425 ' . ( ', c !' j ' ( !\/ c £ 11-3-~2 R~Vl~EO TOP OF BACK· [UT ~ l□-U-!l 'AS-BUILT CANr□N FILL 1ara • . STATION EXC. CU. FILL YDS. I ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY , ROUGH GRADING PLANS FOR • ~ ~~\~c;SI,'(\ w \\ ~ ~\Jc,\ s STA.70+oo.oo TD STA.79+00.00 ~Dc,::ES::,_l.:::GNc,::ED0===,====~ SCALE DATE DWG. ND. DRAWN CH~CKED AS SHOWN ' ,-... . ---. ~ -•. ' -.. .. s ~g p * ? ~ c; ~ .p. j If' ~ ~ 0 0 ~ 3 ~ :2: :::: f 9 ,cs-' ~ ~ ;f. ~ I/' - STATION CU. EXC. YDS. FILL .-/' ,,,~---· ,/'_,/ I I _, ' ; / / / I 80t00 0 42213 81+00 82+00 0 0 39717 22244 831-0D 84+00 505 6976 5883 402 85+00 16296 0 \ 861-00 22480 -0 87+00 25557 0 PPROXIMAk LIMITS 0'9 ACkC//7! AN \ f?EMOV4 ', ~'-\/ \ _./ \ ( \ \--:-':..+--~ 88+00 25187 0 I ' ' ! ' ' ' ' / I I I / , I I I ' I ' ' I i ' I i I I I _\. ' ' I \ j \ '\ ' \ I \ -I \ h I , I I I i f ' I ' i ! \ ' \ \ \ \ I \ I \ \ I \ \ \ \ \ \ STATION EXC. CU. FILL YDS. I I \ \ . - \ J \ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH G~ADING PLANS FOR W, \ ,c.o-.n \.-\-ll\ '(.,-l . N-c:\-S llfilMt~-H"i STA.79+00.00 TO STA.88+00.00 C i:::---g ;-·,-:.-----~ ·.::.;;:-_.:,;::~,.:-~:.a7-a...;:_-..;__.~.~.t~ s.:;. -.... ::---:'"~~J-~~ :::-;:-;~ 1~--3: -::~-..:~:::-s;. -G~:;.;:S ~~ I ..,:..C~.2-:..;~.:. •. -• ~-%o '{2--~ -')~e,~ tt.{( \'l I STATION CU. EXC. YDS. · FILL 100-t-00 101-t-00 102-t-00 103-t-00 104-t-00 105-t-00 106-t-00 107 ... oo 4920 781 0 2122 4181 7244 2991 5472 \ 1oa ... oo ·445b 0 109-t-00 2661 980 110 ... 00 111 ... 00 1511 4017·· 1352 372 STATION EXC. cu. FILL YDS. --6 0 .. STATION CU. EXC. YOS. · FILL -·~ . ~~ _, 111 +00 112+00 ll3+00 114 +OQ 115+00 2 4017 9065 10795 8787 8204 372 0 0 0 ,.__,. ---0 -- - --------- 116+00 117+00 r· .. ...,.. -14722 /15259 -o \ 11s +oo ~118+50 • ~ 12685 , :3975 - In + ..,. 0) STATION EXC. tu:'· FILL YDS. I I \ \ ,/-'N>,~ ~~~~~ "~~ ~~~~~2/, /* ~ --tr ir~1 'IH''f I l-r--<l 11 111 I . . -------:..--. --~ ~----=-~-=--:::::---51~ • ~ • • 1 \ ' 1 i // I ~ '-----~oo---~~--~~~~~~ ~--• • • / / /\\ I 1/ \ t--..-:= ~ :'.---(I ~~0 -t--• --------~::-r : .,,._~~ 1. ~~ .~ / / ~.../~. ~ ~ ...---,,0~ ' I I \=1. I~ -; ~ •. / . . //9-1'44. -3 L ~ER L.OtJ. iJJ: rt,,;:;;_" / ' • 901-5 80 L/C4J./ ILL /Zl, /i / ~ \ \ I H ( • " ---~---=:::::o~ -~-,--~c---~===; ,,,,____,_ --~~ G ' ~~-~~~ I • \ \ I 11 \ \ \ \_ r'---1-i --2~~~ ~~ ~-~~~ --71/t-----1 ~-++--~ I \ \ \ \ \ ~ • . -+-~ ---~ ~ JJ it,/( r,q ,, :-;.,.--------:, ~~ 1-~~z~~~ ~?..J---_ r--"""""' __ )I w I \ \ ' I I \ -"' \ ( -~ ', ' • ~ ·,-,-..____.,, rf ut·.rf~-, /~-:: ~!P:;v-.;;--~ ~~ ',---,,.,-~ ll t & I 'o ,-" :c111 I~ \ \ \ I \ --1/~ ~ \ \ \ I I \ \'-·I\\\ ''"" \ I i /'<';..~ 2'•, ---=.:,;;..-< 1 ;;:-~-._~~_11:;'<'-~-...»ss:-x, r:s~f [J~~~~-______ -~ \'<,'C_....:~ ___ __..,,~ ----(i,~ ->-.:-\• I ,; 51\ • \ ' \\ ~ \ ,.....,.____--------'---~ ____...____..,, 1/~~ /,"---/1' l,,.,l:::?1'.t; ~~ ~ ~::;;,,.( :;-\\-N ~I', IS' ;AtNl,f"K w -\ • • • ~ ~----------------..____ ~----.___; \ r-<( ~~4w --,_-,11 _ . ~=-!::/i-=f-i: "'¥=~ // . ll! • ~-f / I \ \ 1 . 8 I \ 1 Ll J \_ -~ + ~ ----... _---.____ --..._ ~ ..._____ ~~ 1 1 r \ \ \ ~ UM1r,:, ;q X 668 9 "' ~-~ ~ ~-----66 ~ -~ (~~~ --~--~ /I " . ' / ---~I\ I • I I \ \ \ I I I \ I II :,-\ ~ ~ ~ ----------~ ~ ~• ~-=-='<:___,, ~ • 7 ~----~ ~~ ( / ------I I / \ \ ~~:e:41;5b~2i?J ,, IFPR=EPA=RE9D BY ...,_.,,a THIE . _,.. -----------...___ ~ / \ 70 6 0 •~---• R □-~-E-MaA-s D-1i // / ------------------6 ?o ~ X 6 _../ U~IEss,a-; ~ . '3 I & 11-3-9c RlVISrD INTER[EPT□ R ORANGE COUNTY ~ "'-----------------~---------~ ~~.__________ . ___/ __J / ---....,e-,...-.--• '<,'[,,. l:\rnsnic1 ft,jTERC.ijPTtr/_•RA N // DRAIN.ADDED DOWN ENVIRONMENTAL MANAGEMENT AGENCY ~-~ '-----------~~ ~ 's._ ..._____ / / '--/ / . ,·.' ·_ 1/ ~fR 0-f:-E-M•A-sro lf/2 I : DRAINS&R.VISEO ___________ ~ ~ ---------------~ -------:------_ '-'---'. _ ___ / / _ .. \ I -i ·1 / I 1 1 F.L. WG~ POINTS • ..____ -~ ----------..___ ------------. ~ • \. .,...---...__ / :i< 6 6 9 4 I ·1 <3 fl .. . .. ..._ ~ ~ ~ -------"-. --'--..___ .. "-._ '"-_ \ ...--, / \~ L!!:, '2 / I tt/PI Fi'£V/5£0ROU&HGtrAO/NC, ROUGH GRADI~G PLANS FOR ...____ ~~ · ___....----_,, ~ ~ / _ I . • ,;--y., J J."C''PERPUAN • . \ \ ~. ' REVrS£D 01M,NSrONS '\'Q.\\@\11 ,-r(l\ (p:\• O'{_ '\-.S ----• -----------------------------------------~ ~----,,.,....-----..._ • ---~d! I f$EV/Si:OS,R.e£T/;,/T. I f'ilj.tt!!:~ t~~~ l'.Slf'il b,fi '----.. ~ ---------------------------------------6'&, ,____ ---------------: ----' -/ , -t~-., ;'0 • 1~1 . I I \ /:,. R~"7g'f,.'bDo'Z'J;;;;;:1t,'!s's t"l\J /.ii:..KUl\Jr IVO>vlV ,________ ~ ~ ~o ~ ~ ~ _ -I ----/ / ,/ ------------------~-_____ --.... } l / ~ /W • ./'I-v-V / ili 1,;,1 Aoo1:o R4c-t3.eLL VAULr '-..-----------"'-<--I--------~~----------~~~--------------------------...-----~_______,------------;~ -// ~ ~ ----I • ,fMP~~ C Nf ,ETE TRUC~llRF\ \1 I I /)._ • ' i;&:iJi°7'i1.t STA.JI l+00.00 TO Sf A. 118+47.70 . '-----. I'--._ --------------~ ----------------~~ . • • . -----~ .-~ 1 /l-..6NS:rRuc/r INT ~~EPTOS DR~l'N . rn I ~ Zft!/~I /-'ltri:t;, i:~f,.(1C. . / ~--------~----~~~ ----------~ ~ . ~ ✓-/ / / _ g / //.DETAIL~,sy,io2:(b \i ER PIAN)/ I HARK DATE REVl;:~~J~PTillN ~~ffitrii1J::~wz ~1/;,,._ t-/~/~: SI ~ -----------___. ~ \ · / -~---~-------~ --t ( ~ r---'--------________ XJ/ / I/ 11 /ff I\\ I . DESIGNED SCALE DATE DMG-tlD-falF._ . DRAWN CHECKED AS SHOWN }27 •P~ ~DUnH GRADE/SHT-1J/L~L-P..D~/40 SC--52[0.2JJPF~ 309B lB6 25-M~y-29 03~04 f~ I ~o~-5102 .. XZ--<;v--rvs . ~M..~.:~-\1/ \-i) - ----- -- C?f .:5 ..:..i 0 ~ ' J\ oil ' .s. !N I v - 7 • 0 DELT A/BEARillG RADIUS LEtf~/DIST. TAtlGENT N 79•11 ·oo·E 18-00 so•oo·oo· 45-00 47_.,, 1 2 25-98 N 1 9° 11 '00 "E N 32•15•05•w --"""'-~--- . . 12°57'10" 180.00 20-43 0 N 1t°21'50"W 23-89 34°49'28" 45-00 27-35 1 4. 11 ,· @ CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C. CONSTRUCTION t\l OTES INSTALL 18" R.c.p. (D:(OAD PER PROFILE) INSTALL 30" R.c.p. CO-LOAD PER PROFILE) INST ALL (EXTRA COVER) 36" R.C.P. (D-LOAD PER PROFILE) INST All (EXTRA COVER) 42" R.C,P. (D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M-A-STD-1310 CONSTRUCT JUNCTION STRUCTURE TYPE II PER o.c.E-M-A. STD. 1311 CONSTRUCT INLET TYPE II PER o.c.E.M.A. STD. 1302 CONSTRUCT INLET TYPE I PER o.c.E.M-A. STD. 1301 CONSTRUCT STRAIGHT HEADWALL PER DETAIL 2 REMOVE EXISTING HEADWALL , SHT. 102 CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1~05. CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SHT. 105A. 1 1 /2 0 1 2 on orlglnal drawing -l'l~NIWO LltJE "A" .c. J\ "' c-:::_1=:.::::r·: ~ =I E=1 _'=J, t3' J ~'E==j .£=1 - -· =t===.tf-, -~--j +·· .t=... • --· -F=i L_·j=. -.. 0= -, ':± T ,±-_ _J 1-t=:·=1·. . .. +=:.__ · I -4 r---'.'-i="-=t:.'_" • • _-' -~. ·---i--- ·_:.; :::i-: .... ;; ---±: :· ..... -;--- _,_--r- ---'·· .. ;. =L 18+00 0 0 0 DELTA/BEARING 08°05'03" 23°31'38" N 12° 04' 41 "W 32°08'46" 23°06'18" DATA RADIUS 567-00 567,00 567-00 90-00 =I ~-·-,.,.,. """"::::}; .. ::::::t. 19+00 LEN./DIST. 80-00 232-83 28-09 318-12 36,29 = Fj TANGENT 40-07 118.68 163-37 18-40 :g~ ..... --~-~ == =l .t E=r -, ± i-'""'t" -J==I "F ... l --·- -·-·- ,::-• C_j_ ..... 20+00 ---I-.. .......; ...... --···· --... _·;._.:.::::-=r 't '"":::I. ' -t 21 +00 :·.E-~f~. .. r-----~-- t ··.::t:· ,. -+'"'"'" =I ~-=; -··-·==:i- ~ .+· ·-i· ··=t -- + ... +-·· -j=E-+ "+ ' -=-t=·.: ..... ,...· --~-.. .j.... .. ·-~·· ·=r . ....:...-3===-i:::=. .............. +--, ....l .£:.:.d E·:::r..._ ---+. ;----. - --::;=:.:::.::::::r. ' -: --W.17h\ZG3, .,__,.,_ -··· t --+ ==+-=-=t-. ..,....:.· ::::+· ··-·· t= 25+00 26+00 --'...:..1=" .. :::t:: .. _., != CONSTRUCTION NOTES INSTALL 18" R.C.P, (D-LOAD PER PROFILE) INSTALL 24" R.C.P. ID-LOAD PER PROFILE! INSTALL (EXTRA COVER)36" R.C.P. (□-LOAD PER PROFILE) = --·-·· CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E,M-A. STD. 1310 CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SfjT. 105A. +- CONSTRUCT INLET TYPE II PER o.c.E.M-A. STD. 1302 CONSTRUCT WINGWALL STRUCTURE PER DETAIL 64 , SHT. 104 CONSTRUCT STRAIGHT HEADWALL PER DETAIL 2 CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C. 1 2 original drawing , SHT. 102 LINE "A" = ·: 1------ lr / "±=1 ==i-i:------+- ->-----·---+ ! -- --;---- ··:l="'"'" C=--l-• =1 -_---_ ::::;-.... ,. :J: -- -=: I=⇒ =-=t='=1 cl=-= ·-·- ·-···· -~ £:· I ·:f..f'- -.c _j -·-:r:.= . ·,-·- ··--·· ·-I t==t Nfil3! ·_lj;j; ·••!-..... -; .. -= +--l -~l:3 -,· ""°F' :::r: .... ~ ... t ,,,_ .=.::.::t:=....:.i· --_-.----_➔ -1--·± -. ··--__ ;_ ·l -± J --. ---· ,-. ... ::1: ~-r=---+ 11=_ -- ---u --:, ...1.;_ -I - -·-· --=i-i==L-=t=-=!---= ----c,. cj=_c-l. ==-~-... ~ '--·-;L, J-C:::, -- = ;;...~, llV[ "Si)_ f~; "~-=3FA - ·-. .,.. _J_ --~·· ,,. , ~:·7'~ I'~ ···- ...... 1l ·-"'-"-" ·--t· I ± r-:::::; -⇒ 1=-=± "'-~ . ·F---=t=-=J==± ---=i ==t .. ---'- • r-·" =t:==i I= += I -.,..,. 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'('\ \4 ( \ I '2e-, N_ '\-.S • -• ·--• "" ..... --' ...,,,:,i-I) n 1-IYli~ -. 1-IYIYJ ,,._, ·- 0 1' ·• .. \ DATA 0 DELTA/BEARING RADIUS LEN./DIST. 0 N 10°02'23"\./ 35....49 41'34'14" --45.00 32.65 I c,0 54' 22" 633.00 175.73 0 52°26'37" 633.00 579.39 12°40'01" 633.00 1 39. 94 32°28'16" 90.00 51 . 01 I N 79'28'19"E • ( 29.54 / /05 TANGENT 17.08 ) l 88.43 ' 31 I .77 ; 70.26 26.21 ·, DR. INSTALL 18" R.C.P. INSTALL 24" R.C.P. INSTALL 30" R.C.P. INSTALL 36" R.C.P. 22+00 NOTES rn-LOAD PER PROFILE] (D-LOAD PER PROFILE] rn-LOAD PER PROFILE] CD-LOAD PER' PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. 1310 CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 (MODIFIED PER PLANJ CONSTRUCT \./ING \./ALL STRUCTURE PER DETAIL 64, SHT. 104 -.· PLACE RIP-RAP PER O.C.E.M.A. STD. 1809 CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SHT. 105A. DR. 14 15782 Sh@ t 27 of 177 ~TOFfM DRAIN IMPROVEMENT PLANS •P• S.D. 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[I] ''G" 25D.O 48" 0.013 O.OIOO Il.Il3Il3 FULL 436 3.93 20.D 50 s~ d n vh de Ve II] 'G" 250.D 48" 0.013 0.110[] □.fl3fl.3 e.Do t3.9 3. "13 2fl. 0 CONSTRUCTION NOTES @) @ ® ® ® ® ® ® ® INSTALL (EXTRA COVER) 30" R.C.P. <D-LOAD PER PROFILE) INSTALL (EXTRA COVER) 36" R.C,P. (D-LOAD PER PROFILE! CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. 1310 CONSTRUCT CONCRETE SLOPE ANCHOR PER O.C.E.M.A. STD. 1333 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 CONSTRUCT WING WALL STRUCTURE PER DETAIL 64, SHT. 104 PLACE RIP-RAP PER O.C.E.M.A. STD. 1809 INSTALL (E'Xr"RAQ?V5.R')4t!"«.c.P.' {O•LOAD PE'R" f'ROF-U:E) CDNSTRUC1 D££F JUNCTIUN 5TRUCTLIRE 1YPE 111: Pf!( D. [. E. M. A. STD. 1312 I.JITN 48" C□NC. SHAFT PER □.[ E.M.A. STD 15U4 WITH SAFETY LANDING PER DETAIL 61, 3HT. 104 1 1 /2 0 2 original drawing DR, 14 15782 -Sheet /:;28 Ci .l / ' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY .> STORM DRAIN IMPROVEMENT PLANS l--'filj=2::_-+_ .. 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CHECKED AS SHOWN 2·, 0 0 (i1 I\] -- -.-ti' r" ' GI\ \C<l '.L ~ \ (/' -- ., . .. . : •. -- I 0 DELTA/BEARING (i) 11°13'31" 20°07'52" N 51'31'49"E 0 OB'12'44" 38°23'46" 6) N 81'51'41"W RADIUS •• LEN./DIST. 743.50 145.67 743.50 ·261. 23 1 5. 77 • 776,50 1 1 1 . 30 776,50 520.36 42.66 TANGENT 73.07 131 . 98 55.74 270.3B 0 0 © I DELTA/BEARING N 15'56'08"E N 75'15'27"W DATA RADIUS LEN./DIST. 22.87 71 . 66 \ TANGENT ·c = s>tz· ~D,, 2r-- ~4 =.%· ELEMENT LINE D n d n Im IZ3.0 OOG32 /.9/ Z.95 17.5 ~ 3ff.c. ;?',/" ;J,013 tl.0752 D.DZBS /./3 IZ.3 £ ~ "€· 30. 5 24' tJ, t7/3 t?-tl.8ZtJ D.0/ BZ o'. 9B W, '7 I. i'.7 I j==L, • CONSTRUCTION NOTES @ s @ @ @ ' INSTALL 18" R.C.P .. ID-LOAD PER PROFILE] INSTALL (EXTRA COVER) 24" R.C.P. ID-LOAD PER PROFILE] INSTALL (EXTRA COVER) 36" R.C.P. ID-LOAD PER PROFILE] CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. 1310 CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SHT. 105A. CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C. • @ CONSTRUCT WING WALL STRUCTURE PER SHT.104 DETAIL 64, PLACE RIP-RAP PER O.C.E.M.A. STD. 1B09 CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 .• CONSTRUCT JUNCTION STRUCTURE TYPE Ill PER O,C.E.M.A. STD. NO. 1312. 1 /2 11·3•\; RsV. D·LOQDS & REV. INVERTS UT M. H. llT ZS•Bc.9c • 0 o n o r 1 ·g I n a I DR, PREPARED BY 2 drawing l4 15782 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY $TORM DRAIN IMPROVEMENT PLANS FOR '.ri~ ~-tt~) , ... ~•, r-- ~ '€" 30 .. 5 24" LJ.tJ/3 d.t77.5'0 D.0/Bc tJ.96 cit 1.i'.7 /OD LINE "E" ffil 'E-/" & D '2/" i:J.tJ/3 00~/tJ U.D/66 1.5.'1-// 8 :z.01 /2.5 REV/SE. LF.OFPJP£ STA, 17+46.21 TO 26+43. 19 ~ i5. = . . . .,., •O • £ 1«1~1 ~M'?iJNlf;EJJlif//J,/PJl, -,, , _ , ,1 lg]· "£-z" 5.4 111· d.tJ/3 tl.a:J9,5' fl.0026'· D. 77 5.8 P. 'lll 4_q MARK DATE DESCRIPTION ~~F~~~i~Ig~oii~ jf/,,J'(,,vr_ ~ 1//'r,. ;,ET ~ 0£-3" .,,.,2 /,f'' cJ,0/3· tl.0256 ,D.llD/6 D.51 79 D.78 4.5 REVISIONS WILLIA• c-~ "r~ •~ 1------+----+---+--+----+-----+----+----+---+----+---IDESI GNED C/v! IL B SCALE DATE DllG. NO-I;;'. n DRAWNAe.W,;P .!CHECKED AS SHOWN • ~ - - - 0 0 0 28+00 DELTA/BEARING 15°07' 15" 37°38'52" N 6B 0 15'34"E N 13° 35' 40"\./ N81"51"41"W 5 HORIZ• 1 "=40" VERT• 1 "=8' "E" 311.5 24" 0.013 0.0884 0.11/82 11."!4 20.G 1.87 IU.D 11+00 CONSTRUCTION NOTES @ INSTALi_ 18" R.C.P. CD-LOAD PER PROFILE) ® INSTALL 24" R.C.P. CD-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. 1310 CONSTRUCT INLET TYPE II PER D.C.E.M.A. STD. 1302 iNSTALUEXTRA COVER) 24" R.C.P. ID-LOAD PER PROFILE) 1/2 0 DR. 14 15782 Sheet 30 Of i 77 lnche5 on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 5TORM DRAIN IMPROVEMENT PLANS FOR 'Q-1.,.\.l:CO...lfl \:r\.1' tu, 1\1..S LOWER LOOP R-OAD RADIUS LEN./DIST -TANGENT L / NE lg§] "E" 11.B 24·· D • 013 0.0668 0.0027 0.61 15.3 1.23 5.8 ~ 1-?4-9i! ADDED REFERENCE TD i---:r,;:;i=--+--+---+---+--+----+-----+--+-~-+-----1----i\ ENCR□RC~MENT ITEMS LI NE "E,. f5 832.00 219.57 1 1 0, 43 832.00 546.69 283,62 25.88 28.34 gIJ "E" 11.8 24"' 0.013 0.0668 0.0027 0.61 14.7 1.23 5.8 tf{~□VED AS REDLINE , i;-:;i Fe • £ FP.~ STA. 28+43.19 TO 36+09.45 J:' lf---::~=4=--+-·-·E_-_4-t' _ID_._, -+-18_"-+_o_. 0_1 3-+o_.0_0_9_8-+_11_. 0_11_"1_2-+_l._-l _"l-+_5_, 7_+-_l._'2_2-+-_b_._s-il :9-e/Zl/11 "'~~-,.'c_F; ii,1/VI '-,.l,;v_A • ).:'J::: r,;] l}~::::::":t::--:c=f"-LCC=·,cO/C''::-::S~£W=:IE'":':P/-:'L:'A:,-r.,_. -fume..,...ien..u'iS'iS,-7':-7r',_---,--;c,,;-/-''---;,;1,fr. ===--II @§ "E-5" /0 7 18" 0. 0 I 3 0.0545 D.DID4 D G"i 6 13 I 25 E, 8 n hf 1, r ~ t---::□=--t----1--· --i---t--O-. 0_1 3-+----t----i---· --t--· -+-----+--· -ifM'-"A-'-R"-K'-'D"'A"'T E""R_E_V_l_SccDIEc.cOS-'-CN"'Rsl"-P-'-T'-'I O'-"N----1 ~c~~~~j~ I g~Dj~ //llt,. ,., ?. bt/,#N,/1,, ~ ~ET ~ W/l:L/AM E WHEELER ., C"' a.243 ' 0 --J □ O.Ol 3 DESIGNED C.M./L.B. SCALE DATE DHG, NO, ,2r;,1 DRAWN D·J.LI. /CHECKED AS SHOWN '\I 42.66 PLAN 1 "=40" · 13-Sep-89 02,37 PM/ 3098-999 -'-)~)< -v-t ( \'1.-I . ' . \ (/' .. f--_. .. -t-· '-• -f----r=l f--r-r=-:;:==r:-==1, :; =t: J __ -cE- -· 0 0 DELTA/BEARING 04°03'57" 30°00'00" DATf\ RADIUS 1648.00 1 16. 95 90.00 47. 12 57 57 I ' TANGENT 58.50 24. 12 -LINE "E" • /' 1 "=40' HORIZ• I "=40' VERT• I "=8' -· 57 .... I\ - HYDRAULIC DATA -· ELEMENT LINE D n s, d n -@] "E" Iii 24" 0.013 CJ.tJGOO 0.0027 tJ.C,'3--/4./ 1.23 CONSTRUCTION NOTES INSTALL 24" R.C.P. CD-LOAO PER PROFILE) CONSTRUCT JUNCTION STRUCTURE O.C.E.M.A. STD. 1310 STD. 1333 TYPE I PER @ CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SHT. I05A. CONSTRUCT WI NG WALL STRUCTURE . PER DETAIL 64, SHT. 104 CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C. DR. 14 15782 .• ~Eidt Ji uf fl/ 0 2 on origlnal drawing :nffllH Dt!UEIIH ORANGE COUNTY ENV_IRONMENTAL MANAGEMENT AGENCY 3TORM DRAIN IMPROVEMENT PLANS ~ "E" f/.i 24" 0.013 0,0520 0.0027 (),C,5 J5,c; 1.23 ~S' ,!/,. 1-----==-----+----+---+-+-----+---+----+---+--+----+-------ll L!!..l. 1;i4-g~ ADDED REFER EN CE m f301 "£" z4· 0.013 0,07/w O.,~tJ27 O. O 149 12 S: ENCR□HCHMENTITEMS l:":'.I //_g .G • -3 -5' APPROVED AS REDLINE □ ND.S. LINE "E" :::j I.). ,1, FrEV/5eD LINE''i3" -r.w. -0-------t---+----+----+----t-----+-------,f---+----+---t---;1~ z/tZJ-,! &LEV., 5eW/,fl ir/,.V.c,, \ □ 1:-.. /•f. . ::,rfl. srA, SEA Ii-I STA. 36+09.45 TO 44+ 11 .63 <.J'-1-~~---+---t---+----+---+-----+l----+-----+---t-----+-----tl Lb. B l-/ro DE'lf-fEP_ L11-JE "e;' . ,, . = □ l~~-~~~---~==~=~~h/•~-~~-~~~P-+r----10 • MARK DATE DESCRIPTION rn~~~~rg1g~o]~J,¼'/.?.,..,..../2////4/_,,1,'.,S 1H ET ,:; □ REVIS!OllS WILL""" "". E u,." • -~ " □ DESIGNED LB /-VM SCALE DATE DIIG. tlO. i!:I'\> \ DRAWN D-J. W. CHECKED AS SHOWN ''t \ 0' •P• S.D. LINE E, 4 -52C0.231PF: 3098 8010 13-Sep-89 04,D8 PM/ 3098-~99 D,r._ 1'-1 Is 7 !'L -~-07./~(\i\ t V' - l=i 1--1- ==I= ID -• . =tc· I -... ·ci==t j .:j:: ""' '-·· 1:,-:-••• ::-r :±:::. ·3c:==1-' ! ... ~--=_!~:± e-.¥7 I 0 0 0 ,© 0 DELTA/BEARING N 48°43'14"E 44°35'31" N 86°41'15"W N 86°41'15"W 05°03' 57" r • I '33"36" N 74'27'00"E J_ =t +--I -=i···· .. f- -1=-=i=c -3-\.cc -- DATA RADIUS LEN./DIST. 5. 06 45,00 35.02 30.41 59.52 90.00 7.96 '--.602. 00 __/ ~ , •• 121.46 =-· ----1----.. ,. , -··->-. -+ 1= -+ I- -4--==t= i-"'' ~~ ±= -·. '---+ --·- ES! I •3_• TANGENT 18,45 3,98 60.94 ±"·--·t· ·+·=.t. - hJ ,__ r l§ . ·-'-. t::::.: 1 ~ I ·-I "--t" --i" -,-'-+ ,. .. .-.,......+ ... __._ t=- . f-,.......L,, ·-"· cf,C:=!= ·--,. ··-- ·-- 59 '."C--- El =1 ia• "=t- __ =fO I =-r +·-·• 7c f=.=fc .·.==t==T I ±---= 1==1 =£ ... E'i==:E ··-~- :::.i.-_:_·- ,· ·=i=· ! §j 15+84.41. ALL OTHER STORM DRAIN IMPROVEMENT...__'" IN THIS AREA TO BE CONSTRUCTED BY OTHERS. 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT O DELTA/BEARING RADIUS LEN./DIST. TANGENT @ r Nl5'33'00'W ' • " • 6.18 /;;,,\ "'I I@) 02'14'12" 602,00 23.50 11.75 @ -01•tr,";5· 618".'oo ·--•[5.15 ___....., 7-57 (@ N74'27'00"E 37.99 G}J 23"14'23". 90.00 36,50 18-51 ' @ N58'18"48"W 29.09 ~ ·) ,_g"""::-t--;-3;_1~-~-{-;-~-:.-2-::-:-f----------lf---:-,~-,~-390_2_--t-~--__,-----l1 \~=(J=,®=-=:;._:::·•=4=2==•4:::5r·~~~s~ .. L~~A~N~;:::2,2::.5:0::::.::::::l:6:.7:.9==---=:::==~ t8J N 6"0'33'00"W "26,16 i 1 ·=40" ;;;;;;:::::::, .,_;.., +=l :f==F=ll ~*""' ~\~-~tlc• . ,,,--+ -..-·· ~T ,.,., .,., -.,. . - ,-·i=;A...j_"i ·-~•· 'lu r 1 ··-+--- L. r. . . -+- ::::r ... . _,_ --,-···-··· --l- ---+ _j::::· :t=l --~-£=1 - -t'=E +-- --::-i.. '::+--~. ~ ·-- .. f-·=t :±:::: ·- .,r,r,,~,.. . .. . ,. r=::::t =1:---c=I~ ·-+-·_--::·=:$. -~t---:::::1:-n =1 + T '-• {fl_ ' •• lgj -- ---+ ... .-.... ' . I --1----=i ~· ' _j,- ci .:.-:::± 1- = i==l= --=t ·-t-· ,------!-·· --+- .;~i=c-_=f 5 ·t::-• .·£ ... I .:f .~-f-.'~:= ·+-·· ·j_::: ,_ --~=i CONSTRUCTION NOTES -~ INSTALL 1 g .. @ ND INSTALL 24" R,C,P. CD-LOAD PER PROFILE) @ CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M,A- -STD. 1310 ,v--.,,..----...-......__.---...---------~~~-...._--• 'V,..,-•, -...~,,,,,. -@ CONSTRUCT INLET TYPE II PER o.c.E,M-A;1 STD, 1302 /~ CONSTRUCT REINFORCED CONCRETE COLLAR re~ O,C.E,M.A. STD, 1317 '· '-,.,~ @ CONSTRUCT STRAIGHT HEADWALL PER DETAIL 2 . SHT .102 ' ~~~-.......--"""'.....--~"\--- .. /' ""\ r,,-Hr-Tr,TT n.T • r, ,,.._ •r, ,T ~ l ·., z . • . . . . "'-":""~,._,....., ____ .....______.___~..___ .... @ CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SHT. 105A. .... ' ~ CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C. 1/2 ' I ,DR. 14 15782 Shea~ 32 of 177 _ 0 2 original dra_wlng ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY FOR ?-t \ i: C(p., Y'\ \\-\: \ \ \U I\\.<\-~ LOWEre LOOF ROAD- 1 --v .... c::- -~-t -30 i -->---• I 0 (i) 0 0 0 I DELTA 45°21 "00" 125•2e·oo" 45°21'00" 125•2e·oo" \ RADIUS <fl LEtlGTH T A!lGE!lT 550-00 'b 35. 33 229-79 580-00 . 1125,34 468,57 247.34 548-00 1200,01 1063.25 0 45°21 '00" 508-00 402-~9 212-24 0 0 C 0 G}) z.o,)' v.c.. P.:Z:, 0 J?.3'j.5/ @1,!?,75,00 ~1+4GO"/. ffz:tfJ.OOj, CURVE DELTA RADIUS 16°04'42" 557-00 44°25'46" 22°17'16" 567-00 125•2e·oo" 573-00 125•2e·oo" 587.00 DETAIL DATA LE!lGTH T A!lGE!lT 156.32 78-68 1/ 413-31 217-67 I 220.56 111 .69 1254.76 IIH..7& !285.4Z. 1138.92 Pl A~~ 1 , •=40• I / CURB RETURN DATA 0 DELT.4 RADIUS LENGTH TANGENT LOCAL DEPRESSION DETAIL ® 90'00'00" 35,00 -54.98 35 00 N.T,8, ® 90'00'00" 35.00 54,98 ' 35.00 0 ... C)~-I'-/ 157 ff'Z- OVER CONSTRUCT "A2-6" TYPE CURB AND GUTTER PER A.P.W.A. STD. 104-0-0C CONSTRUCT •A1-5• TYPE CURB PER A.P.W.A STD. 104-0-0C CONSTRUCT LOCAL DEPRESSION PER o.c.E.M-A. STD. 1308 ·L· PER PLAN CONSTRUCT 7'-6" WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 CONSTRUCT ACCESS RAMP TYPE "A" PER A.P.W.A. STD. 102-0-0C LANDSCAPE MEDIAN TYPICAL SECTION PER 0.C.E.1,1.A. STD. 1114 CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD. 109-0-0C L)t. II-J·5l AEV.NEDIAN VERT., ADDED MEDIAN FLARE& MEDIAN TRANSlllDN PROFILES. DR. 14 15782 -:'ineet 33 of 177 PREPARED BY STA.10+00.00 TO STA.20+00,00 ,I I . _, l\l 0 + 0 0 I ; 0 i "' 0 L I I I I. -·-- 300 +K 0 0) . ----+--::. (\J (\J_;_ I re> ~o- "\ .'%,,~ ~ 701 r.L q.• G'CI C-:,~~ 19 CURVE DELTA RADIUS I25•2s·oo" 580.00 125°28'00" 573-00 135°28·00" 587.00 125'28'00" 548.00 125'28'00" 612.00 0 '!I • \~ 11/ v ~v-~ " ; , ZB 'cJJ.. r.,'IY "' DATA· LEllGTH T AtJGEJJT 1270.09 1125.31\~ 1254.76 1111:75 1138.92 1200.01 1063.25 1340.16 1187.42 LOCAL 2 .... ~ " ~ <;:i .... t'J~ ~~ 3•! I / L DEPRESSION N. T .s. S70KM DlfAltf ll/1£ 'A" SEE SHEET /5 -- .:.------- -=---=---- 19" DETAIL /iECLA!MED WATEK BY OTHE/fS ----:..--- - - -0:--,._ -__ ,..._ I.XJME5T/C IVATE!'( .6YOTHE/f5 G RW 5 ---- 7 B HORIZ• 1 "=40" VERT• 1"=8" GA5 bY OTHE!i5 25 LOCAL , ' DEPRESS i or~ N.T.S. • CONSTRUCT SURVEY MONUMENT TYPE"B" PER O.C.E.M.A. STD. PLAN NO. 1406. . " DETf\iL --1-i ---t I I I _j . • I I . <i;=t==l=l=i I .. I : j_ I ! I ; i I I : i I I I ..... I ~"7'.0 M• I !_ --•---_--l : -! _j -- 7 -·-__ , . I - CO~J§1RUC11 O~J @ @ CONSTRUCT A.C. OVER A.B. CONSTRUCT "A2-6" TYPE CURB AND GUTTER S T D . 1 0 4 -0 -OC PER A.P.\-1.A. CONSTRUCT "Al-6" TYPE CURB PER A.P.M.A STD. 104-0-0C CONSTRUCT LOCAL DEPRESSION PER o.c.E.M.A. STD. 1308 "L" PER PLAN CONSTRUCT 7'-6" WIDE SiDEWALK PER O.C.E.M.A. STD. 1205 LANDSCAPE MEDIA.N TYPICAL SECTION PER O .. C.E.M.A. STD. 1114 CONSTRUCT i'-6'' CONG. MOW STRIP PER DETAIL ON SHEET 27 1/2 0 2 Inches o n o r I g I n a I draw Ing / DR. 14 15782 Sheet 3/: of 177 ., PREPARED BY . '" l!) + STREET IMPROVEMENT PLANS FOR o I') ?J1., \,'\CAY'-\\{ \ \ U.. · l\l "\"".S g l:Oi·iC:1, i..001 KUAD STA-20+00.00 TO STA.30+54.12 . 0 0 + 0 N . < I-"' v' q h .s. 0 ..,., -.-v ~ ' ' ' ' , • -i --r -r • r f -l -1 1 -1 -1 -1 1 ·----/7 1 . t • 1=1 1-· ~1 1= =1 . !=EL~~, 1 --1 1 1 =1==1 , -1 -1~----j~-, 1--. _, 1 1 _ [ ~· ! i 'f i j j / ii:;,ov-;cl'l ~ -c-l~ ---•. IF-I l""'t1.°8~ l ! I j , ' ' • f · , ,-, _· !=i .. ' ::J -.. ' -,-- i r -1 L •I' i I i : f'v.I. i::~e,: ~1 •' ,>J I -~ , I ~ =f] • -rL I f t= -i I : , ,. --'==l :__] I I i . I--- ' ' 0 0 ' ® G) " 0 © 0 0 ® ® G}J 30+00 <J K L LOCAL DEPRESSION DETAIL CURVE DELTA RADIUS 06'51'00" 5100-00 02°59'30" 5132-00 06°51'00" 5068-00 '03°04'40" 5107-00 01°10'41" 5103-00 0°23'43" 5093.00 180°00'00" 2 .oa 02°36'58" 5132.00 -- N.T.5._ N 60°56'00"W DATA LEllGTH ' 609.73 267-96 605-91 274-33 1 0-1. 92 35. 1 4 G. 28 234-33 - ' OOl'1E5T!C WATE!f .BY OTHEK5 - T A!IGEtJT 305.23 134-01 303-31 137-20 52-46 17-57 117-18 ..... . 0 @ @ 0 0 @ 0 0 0 34- N ..,. /fECLA!NtD WAlli\l 2 _~_Y_O_Ti_H_E!G _____ -',--..,...,'~G-~-s~~Yom_~_5 __ --,-._,...,.. -------G 3315/3.50-Et!O COMC. , MOW STlffF !Ji,5.83 f[t. r.,·c.r. 28 RW ~ . ------· . . - - - - - CURVE DATA DELTA RADIUS LEllGTH T AIIGEIIT 02°39'57" 5107-00 237-62 118.83 01• 2r oa·· 5093-00 120. 21 60. II 166'19'20" 4.00 14.51 41.69 . I . .. I 1 HDRIZ• VERT• 1 ·=40 • 1 "=40' ---- - --------------- LOCAL DEPRESSION N°T 0 S0 DETAIL lJ DELTA ® 89'22"44" @ e9•22•44·• ,0 < -1-= ' -._ I ' C'7 LANDSCAPED MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD. 1114 -: ·--__ , ___ --~ ~-----t. ~ - 1 -_ ' • I -I • • I _-:_ r ' -_J ' --: . --· -f--.--. -- --. - -, --- -- : _I ------. --~1-1-- CONSTRUCT 1'-6" CONCRETE MOW STRIP PER DETAIL ON SHT. 27 _CONSTRUCT SURVEY MONUMENT @ TYPE "A" PER O.C.E.M.A. STD. 1405. CONSTRUCT A.C. OVER CONSTRUCT "A2-6" PER A . P . \-/ . A . TYPE CURB STD. 1 04-0-0C A.B. AND GUTTEH CURB RETURN DATA RADIUS LENGTH TANGENT. 35.00 54.60' 34.62, 35.00 54.60' 34.62 • CONSTRUCT "Al-6" PER A.P.\·J.A STD. TYPE CURB 1 04-0-0C CONSTRUCT LOCAL DEPRESSION PER o.c.E.M.A. STD. 1308 "L" PER PLAN CONSTRUCT 7"-6" WIDE SIDEWALK PER O CE MA STD. 1205 • • • • • CONSTRUCT ACCESS RAMP TYPE "A" PER A p WA STD. 102-0-0C • • • • CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD. 109-0-0C CONSTRUCT MEDIAN TAPER PER A.P.WA. STD. 108-0-0C:: CONSTRUCT P.M.H. RETAINING WALL PER DETAIL 90 SHT. 100. 1/2 Inches 0 2 on original drawing DR. 14 15782 SJ;ra2t 35 at ill ,--------------------b PREPARED BY .,, : . L"> ,.., t!) 0 200 BAKER liTEET CllST,\ IIEU, c:J,. e2g2a (714)H)-0tCQ .--.--,---------,--==;;....=------------. ORANGE COUNTY g 0 0 ENVIRONMENTAL MANAGEMENT AGENCY~ -..,. I N . STREET IMPROVEMENT PLANS FOR..,. I!) ~L\,\'.~ ~\,\ ~-N,4--~ g L Gi·Jcn LUUI"' KU/-\U & 0)11,;,ED UfJE. "6" Blz/10 "'10 ~u--•,-c.,,,_.,... I MARK DATE C>!L;s~~p:c-;~-; IPnEPARED UNDER I//,. It.-~/,//,_/ .4{ STA.30+54.12 TD STA.40+00,00 REVIS i DtlS I WILLIAM E. Wt!fEELER R.C.E. 412"-3 . . < t-(f) . "' ...J . a ::c' ...,. s--~-~--------a~s11P!::R'nsrcN □ F 4-.u-L,,"&Y:-;,,,?~ ~./;l,.,,!1 SEE r DESIGNED .64-B-G, SCALE DATE DI/G. tl□. I ,DRAWN ____ jcHEbKED ___ !As SHDHN ,____ _ _ _ _ ________ . t IS) </L •P• ST, IMP._STA.30+54.12-40+54.65 -52[0,23]Pf1 3098 10'3 05-Jul-89 ?-"5~~2 -5 01 ,os PM I 3098-5301 ":) ~ ~ (. 9. /\ 1).. • CURVE DATA 0 DELTA RADIUS LEUGTH TArlGEtlT 0 0 50°43'00" 610.00 539.95 289. 11 ® ® 41°42'44" 642.00 467.39 244-59 @ G) 50°43"00" 578-00 51 i • 63 ?73.94 !jJJ 0 41°55· 05" 617.00 451 . 40 236.34 @ ® 36' 23· 2T 603.00 382. 99 198. 20 @ --0 Q) 0 @ ® 166°39.36" 4.00 14.54 I 42.76 -® ~ :...:.----;:::: - 'L'L --- LOCAL DEPRESSION CURVE DATA DELTA RADIUS LEtlGTH 180°00'00". 2.00 G>.28 85°15'19" 35-00 52-08 85°44'25" 35-00 52,38 46°01'00" 670,00 538. 11 46°01'00" 638-00 51:;,.40 46°01'00" 702-00 563-81 46°01'00" 663.00 532,48 46°01'00" 677-00 543.73 - 5 44fG.300 DETAIL TAtlGEflT --- 32-22 - 32-49 284.51 270-92 298. 1 0 281 . 54 ' 287. 49 - -,OOMFSTIC /YATER- ~ "i Ii LOCAL D 71 EPRES510N I ---_--! RECZAIMEIJ WATE,e SY 0/H'E S DETAIL 34 0 ® ® 0 CONSTRUCT SURVEY MONUMENT TYPE 11 B11 PER O.C.E.M.A. STD. PLAN NO. 1406 CONSTRUCT LOCAL DEPRESSION PER O.C.E.M.A. STD. 1308 11L 11 PER PLAN § CONSTRUCT BARRICADE AND DEAD END _ _ SIGNING PER O.C.E.M:A. STD. 1401 @ CONSTRUCT HARDSCAPE PER O.C.E.M.A. STD. 1807. CURB RETURN DATA DELTA RADIUS LENGTH TANGENT 85°15"19" 35.00 52.08" 32.22 85'44'25" 35.00 52.38' . 32.49 (:,00' v.c. , , ' -1----- ----r-I- • • r i ---1-F---=· . I -- ' - - ------1 I ' WOTES CONSTRUCT A.C. OVER A.B. CONSTRUCT "A2-6" TYPE CURB PER A.P.W.A. STD. 104-0-0C AND GUTTER CONSTRUCT "Al-6" PER A.P.W.A STD, TYPE CURB 1 04-0-0C CONSTRUCT PARKWtlY CULVERT TYPE "A" PER O.C.E.M.A. STD. 1309 CONSTRUCT 7'-6" WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 CONSTRUCT ACCESS RAMP TYPE "A" PER A.P.W.A. STD. I02-Q-OC CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD. I09-0-0C 1/2 0 2 I n c h e s on orlglnal DR, 14 15782 SliBEL 36 s@ 177 200 BAKER STEET cosu HESA. CA-g2s2s (71◄JS•.,.oaoo l() £ 11-3-91 noorn DRIVEWAY I -ORANGE COUNTY·-----~ IENVIRONMENTAL MANAGEMENT AGEtJCY ~ a STREET IMPROVEMENT PLANS FOR Qt.l( <:9-.V\ \-h: l\ <kl· N '\' ...S 1 n 1 1i-n 1 l""'I,..., ---A !:"\ -... .., ,,;_" '-our ,,oru.1 STA,40+00.00 TO STA,50+00.00 a + a "' I a a . a a + a .... ..c 0 3 0 a ~ - " re> o· ~ t ~ "' 4J' 0 ~G~ ~-- -- -41/537 F.L. -G'CF. . <J ;::j '¼ • I") LI') ---G ~ ~ "- ow---~~------------- --~---~-~-~ --~-~-----------415.S?F.i, ,;"CF 5 CURVE DATA CURVE DATA O DELTA RADIUS LENGTH TAUGEIIT o oaTA RADIUS LENGTH TANGENT @ 46°01 '00" 670.00 538-11 284.51 (v 74'41'44" l:,52..00 850.00 ,f!J7. 55 @i 46°01 '00" 663.00 532-48 281 ,54 (g) 75'f3'4Z" W7.00 8Z3.24 48:3./0 @ 46°01 '00" 638,00 512-40 270.92 @ 79'/2'/4" &20,00 85707 512.~4- @ 46°01 '00" 677,00 543-73 287.49 4 55•4_°1'!8" r,,13.00 5")7.Z.3 3Z4.7Z._ ~@~14=J=-=--==--=4=--~=,-=0~1~·=0=0~·---'~~7-0_2~-~o-o==--=-5=5~3=--·=8~1~=~-=~=g=s=.=~=-o==L1-®"'s"--t---7"~'-~"-''-2_3-'-''._-J __ s._c1_B~-o-o __ t-_8_ot._._,s __ +',=·~4_a""_o._._!Jo_--1 __ ---------. -·· ---- HORIZ• 1 "=40' VERT• 1 "=8' REC.'A/MELJ JYArE,e -cfY OT/2'E-f?S ZI @ -f-f--..;)-c-.. .. . ---G -RW 20 21 PLAW __1 __ 1·=40' ~ ::::= 40!'.0GF.L. G"CJ' 402.Gr,FL, G"C.F. :34 I") a, . N \j "' ~LSV ... TC. ~,;; a .0?11 ,.,.~ CONC. MON STitlP CONC". i;;TF,EN.1'.m-1, JOl1ffi', #-10 JOll>lt" r,,,T'f?!FNS TO ~ MEcDIAN CU~!!!. 6" NoTE9: - L ,1 f;Q:LL,A,,R.E OF'f' ~ MOW STR\P C3 ME.DI.AN NO!::>e ~-f", ' 'l. f"ROVlPEa 5 1 ~SffiON ~ WON Sl"F<aP TO MEer TOP OF C.P., T?)E! m'AI~, M~_ r;i,.v1NG, i::m;:. :!"NI-le.I, CL..E'>R D!MeNS10N e,a. MOW GfRIP • )'.ND A.DJACs-IT CONCRET'f=. ~C'll.lr..E: cc:.-ei. we DF'.'JN, Ete.) aeca..ie,; ~ n-w,i ,t.!.o•, IHGReA5-E= MOW STRIP' Wlan-1. /'<fl ~UllleD TO MCEtr ~D STRUCTIJ~ • PAVEMENT WIDTH TO THIS POINT SURf"ACING ~ ~ ®1'6u CONCRET~"?MOW STRIP DETAIL I 3 F.::7/2' ..s7't:?£/44 P.E'-'1/N L /./4',.g 5E£-S#EET 18 ,, D" •P• ST. ~ ----------------~~---~--~~-~~-= ""'1 -; --+ -" - I -I " j --:---'.: ~--l --i I -:--rd ,-' -- i! II ., ' r=----- -, f '_- -__ .; I ----~--1 ' -+ : I ,-:..:..:::! - -- CO~J§lRUCl K O~j @ @ CONSTRUCT A,C. OVER CONSTRUCT •A2-6" PER A. P. \,/.A. TYPE CURB STD. 104-0-0C CONSTRUCT •Al-6" TYPE CURB AND GUTTER PER A,P.\-/,A STD. 104-0-0C CONSTRUCT SURVEY MONUMENT TYPE" 8 11 PER O.C.E.M.A. STD, 14 06 CONSTRUCT 7'-6" WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 LANDSCAPE MEDIAN TYPICAL SECTION PER O.C.E.M.A, STD.1114 CONSTRUCT 1'-6" CONC. MOW STRIP PER DETAIL ON SHEET 2 7 ---~---------~-----...--~ -.--.;,.--..,--..~-------r ·- orlgfnal drawing DR, 14 15782 Sheet 9? of Ho/ ' !o r;------------------0 -l'LAWW1~6 •C.!Yll E!IO!~EERl~O ' I!) . "' 1g I __, 0 !· a . ORANGE COUNTY g + ENV 1 RONMEtlT AL MAtJt,GEMENT AGEtJCY 1 o ·-------------------(!) I /: 0 IMPROVEMENT PLANS FOR\ g \+\ t I (ld. 1'l .\. S ! g LOOP ,.., C, , 0 I\U/"ILJ-, STA,50+00.00 TO STA,60+00,00 . < 1-(/) . "" . \ ~ @ 0 rD Cw @( 10 ® ,, -ll-Jj_l s=c=~L=;E=, ~,.=:.==.;:;;o=,=, =- CURVE DATA DELTA RADIUS LEtlGTH T AtlGEtH 0 79°12'14" 620,00 857,07 512,94 ® 01°48'46" 620,00 1 9. 61 9. 81 GJ 11°05· oo· 2067,00 399,84 200,55 [2] f'/J/f 5TO/fM 0/fA/tl Lft!E "O" SEE SHEET 17 C·I-C,fJ./,'9 L,.7' --~ '·:~::··: :: -~ ::==::__,_---,:::=_;__=:= __ -~~---":.-'-· _--t~-~------,-~--=Ei,,s<1.3,v ENO' ~_S::C::::---~--=-==~~ -------c--.;~ - ~--.38£.IZ r.L. G"C.f' · _-_~.'..-':~:\---:=::::::~-'---- -- QOME5T/C WATE!f .BY OTHE/fS 0 . r U) -- . 0 --- A 1.IJ!i//)l , fd'C,11. f I 9' " 6' I L I,,..-< ' - I 6' ------------1 • .., + ~i ..; . "" 0 ~ ._: 19' . r U) LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL N, T, S, N, T .s. CURVE DATA DEL TA -RADIUS LEtlGTH TANGEtlT CURB RETURN DATA 78'33'23" 588,00 806, 19 480,90 75• /3 '41!." 627.00 82.:5, 24 4tN!. 10 55°4')'!8" 613,00 5~7.Z3 3Z4.7Z 0 DELTA RADIUS LENGTH TANGENT ® . 85'29'30" 35.00 52.22' 32.35 86°11'14" 74°41 '44" ' 652,00 850,00 497,55 ® -~1.8_0_".00~00" -Z.00 -G.f8 ,...._~,.--..._,,--~ . ------~@ ® 35.00 53.87' 33.91 85°29'30" 35,00 52,22 32,35 ,, •/ IGB'4~'□8" ' ~--,- ~-B5' ~ --,' 2□.22 \ 2.00' . ,. ·~· ' s JJ,.0-,,---s,~• 51.84 fil "'" ) ~)~Ji" 84°51'41" "' 31.99 10°38'21" 2047,00 380,i0 190,60 08°37'23" 2087,00 314,09 157,34 -- ® ,, JG5'_S□'SS" z.oo ' /16\ 5.l] _ _;>2.52, 1 ·, . . --_, ,., _@-!/"()c~jO".--. --t,,[3 00. 1z_o_o9:._ 'r..o i'}~ -. -:® i□-· z~, □3 .. -. . --•, 100.00 ✓ I B. 15' • . • ·-qJo :J ~ -.- I -·-------_,.__.__ - PlAfjl -. ,1 "=40:-1 ' --. -· 3/ LANDSCAPED MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD. 1114 CONSTRUCT 1'-6" CONCRETE MOW STRIP PER DETAIL ON SHT. 27 CONSTRUCT SURVEY MONUMENT TYPE "A" PER 0.C.E.M.A. STD. 1405 I-' ----- i- i ! •• r r-----==- ! -i ___:_ -i---- CONSTRUCT I -+-+-~ I -- - - A.G. OVER _I -- I ' ' I .. T I - ·------- -- -;-------t-- ---!--=--; - c- A.B. CONSTRUCT "A2-6n TYPE CURB PER A.P.W,A. STD. 104-0-0C AND GUTTER CONSTRUCT "Al-6" PER A.P.\-1.A STD. TYPE CURB 1 04-0-0C CONSTRUCT LOCAL DEPRESSION PER D . C . E . M. A . STD . 1 3 0 8 "L " PER PLAN /4~36 CONSTRUCT BARRICADE 8, DEAD END Ii/ SIGNING PER O.C.E.M.A. STD. 1401 Ii/ 86 CONSTRUCT DRIVEWAY PER A.P,W.A. STD. $ FO/f 5TO/fM OlfA!rt LIME ''G" 101-0 (W-PER PLAN).-OC CONSTRUCT 7'-6'.' WIDE SIDEViALK 1/ SEE SHEET 16 • I @ CONSTRUCT HANDSCAPE PER o.c.E.M.A. ~¥P~"'--<"'ft .STD. 1807. PER O.C,E.M.A, STD. 1205 CONSTRUCT ACCESS RAMP TYPE "A" PER A.P.W.A. STD, 102-0-0C ~ • ,, I'\ <:.i <j I\. ' °'I-~ . ~ le, "'1:1 \J" ~ 'I. 1-,:, k ~ .«:, "'! t ll_ -~ " ~ '1, ~ ~ 0 <::, . <:, 1-:, "' ,, <., -,_ ~ ,t --- "i-. '1,.. ' 'i-, <:i ;t ~ '-\.s~~~ ts Is k ":i ~ "' l.!l ~ t ~ ,N l<i)'!; ct1 ~ t-,. ~ "' U\ ~~~(,)\ ~ ~ ~ ..., \/\ "' \/\ " k k ...; "-: \.; I< (rj "' "' \j "' °' °' '--i j' ' I G' I 19' ....._,_ ' ' LOCAL DEPRESSION DETAIL N.T.S. CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD. 109-Q-OC 1/2 LIC. #41243 Lfu. 11-]·Yl REV. HrnlAN 0 2 ortglnal drawing DR. 14 15782 Sh:et 38 of id ::o ,-------------------0 ~ Ln Ii~ i: ,, ' ii a '0 ' ORANGE COUNTY g ENVIRONMENTAL MANAGEMENT AGENCY1 ~ [---------------·------,1,~ STREET IMPROVEMENT qt.lr~ \,Kl\ '24,, LOrJc.R LOOP .PLANS N,~ Rufi{) 110 FOR Ii g STA,60+00,00 TO STA,70+00,00 ' + 0 <Cl . < ... (fJ ' . "' • ' ...J £ 4-/15{! Mi5C. fi',C,//SIOr-15 . _ fl _:, ,__M_A_R_Kt-D-A_T_E +---D-E_S_CR_I_P_T_ID_N _ _,_c,,P=RE=P-A=R=ED~U-lm=E=R-~-~~---f/ -z/" I,/ 1/(~H-ET "• SUPERV!S!DN OF {/,t-,-,/J?? IA_d//,:,-f1/j' ~ REVIS I □;JS WILLIAM E. W E ER R.C.E. 41243 ;':; --i-:~:::::::.:_:~:..:N:::E:::D.=/.Y;;,cs·ec-,-"'1"':.=.~'i'Gccc~E=D~~=-=_= _=-1 A~c:H~ DATE [ DUG. tlO. _ )c_:_~c--:;; •P• ST. IMP. STA.6OfOO.OO-7O+OO.OO -1l5[O.2J]?F1 3098 106 O9-Sep-89 01100 PM/ SQga-999 '?--~yz_-.s ~ -Ir "57,,,/ \----ill. I [ 0 0 \ -1 ~ 0 0 .s + - 0 rv ® 0 0 ® ® 0 ---- --1--L I 0 0 • re¥ ~% • 0 ft;[; -k-~ r,.. r,:;y'7.._.:-".,:-,.,:-: __ -----,__-, '.;, • f-~r-----G W ~ RWI--,.,~---,-, r-"1,c 17/\ _._ W (/) ~r;, ---, I W ~c'.ii;i/ s 1 , +uu , ' I • (/) 2 · -_ DW w -,----- - -:----=---I-l __ ~@i-f,l).I -----''-"'-- w --' " • LooMESTIC WATEK (/) I f5Y OTHE/f5 (.) I-~ ~ ·.-· .. •,·_-;· -- Z':> CURVE DATA CURVE DATA.- DELTA RADIUS LEtJGTH T AtlGEtJT In ~ELTA RADIUS [8) '( _. . . -- - . _,----~ 11'05'00" 2067,00 399.84 200,55 18'15'55''' --~ 740:00 . -~---~~ ------=-------~ 130°21' Zl."-830,00 1888.j'f 111-52 32'27' 12" 760-00 430.48 221 . 1 8 27'30'09" 808.00 _387,85 197,74 -. --- os 0 ::7•23• '2087-00 314,09 157-34 /0°38'2/" 2047.00 380.10 190.&0 /{p2' 05' 50" &.00 58.0Z. /&, 97 -,~ -- 31 -"' . LENGTH TANGENT .·115~~ ll ---: -~-II HJ 6~/,- =----------------~~ --. -,•, ~ HDRJZ: 1 "=40' VERT• 1•~s• 31 ----,:_ . --------------------------------- t 5? fl~ •P• -------~~~----~--~--~~-~-~---·--7 ' --<. -__ --i ___ , I. -- I-! -- -r-i -··-t I I - - . ----I CO~J§TRUCT I O~J ~OTES @ @ CONSTRUCT A.C. OVER CONSTRUCT "A2-6" TYPE CURB STD. 104-0-0C PER A . P . vi . A . AND GUTTER CONSTRUCT 7'-6" WIDE SIDEWALK PER 0.C.E.M.A. STD. 1205 CONSTRUCT MEDIAN TAPER PER A.P:W.A. STD. I08-0-0C LANDSCAPE MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD. 1114 CONSTRUCT J'-6" CONG. MOW STRIP PER DETAIL ON SHEET 27 - @ @ @ @) @ ® CONSTRUCT "Ai-6" TYPE CURB PER A.P.W. A. STD. I04·0-0C CONSTRUCT SURVEY MONUMENT TYPE 11A11 PER O.C.E.M.A. STD. 1405 ''\~ ~ :.i .• IEIJ'. 3-31-'}/ /' ·* o•,;; "l\ JI'. '(:_ .,.,, CN\\ ., I'. '(!, t ':: •• ·' -, ' - & 11-3· 91 REV NEDIQN MARK DATE DES CR I PT ION REVIS!OflS DESIGNED Bf -"'E"'' DRAWN CONSTRUCT HANDSCAPE PER u.C.E.M.A. STD, 1807. DR. 14 15782 Sheet 79 @f 17? PREPARED BY □THE -~LAJ!NlU •CHIL E~~l~Ef~l~O (\ E l TH ·LIJlr, SURVEl!WG -~~mmuRf CON? ArJ I ES -~~~~~ncM ~oo ~Al::JI STE£! COSTA l'!ESA, CA. ~2626 171415!0·0800 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY - STREET IMPROVEMENT PLANS FOR -' y'.(, l rt.An Wr11 l?d-l\ltj..S. LO~J~r\ -LOOP ROAl:i ' I ' STA.70+00,00 TO STA,78+00,00 , ,, -, I PREPARED UNDER~~ ~~•j_ SUPERVISION OF ~-?:>'? __ -~~ WILLIAM E. W ER R,C, . 412 3 ,.:?SHEET 2 DATE D\/G. t!O-I , ii I I jcHE\ED I SCALE A_~ -~!i~-iL~ ___ , . ., .... ----__ c• 0 0 If) ,,, t<> 0 0 0 0 0 .. C) ,.__ I 0 0 . 0 0 .. 0 ,.__ . < >-- "' -' . CL ,: . >--OJ ;z 9-- 1.f' -v - GAS BY OTHE/f5 --G _ci. CLIRV E DATA CURVE DATA . 0 DELTA RADIUS LEUGTH TANGENT 0 --DELTA ____ ~RADIUS~ LENGTH TANGENT ® !50° 2/' Z6" Q'g f .--. . . . 830-00 1868. 31 !7?4.52 • 1&1"26' ~O" • _·: 2.00 . 5._92' • _cl.11'} / © 32°27'12" 430-48 (41 '-... ____ ., -808.00---------.._..-~-.__ .. .....-' ~ -'------· 760.00 221 . 1 8 ::,7;·:sn·n9"~-• 387:85 197,74 0 11a 58"23'58" 810,00 425,60 452,69 0 @ 16'12'21' 508,00 143,69 72.33~ © 34'02'52" 792.00 470.64 242,50 [!3J ,f/·1B·0 1S' 55'' '~~ ~· ~ ---,~ =~ (] f5 D'°'v= :::::.·, 116.% 740.00 v © 13'02'00" 608.00 138.30 69,45. !5 '-· ll'DS'JI" l] 6. DD IH. 4 H 11. 4 G '.:.' ' © 15'12'58" 798.00 211-93 106.59 II t· s•,r qr:_ _ _..--."\-~-)_DD.DD-::-, ~-~ 9. IJ . 4. 51 ,..5 --. •·"---"-_,., @ --~-----------. ---/ lBJ I l)o ~o.o_' oo '' 2.00. C,.28 07'55'49" 800,00 110.73 55.45 - © -111 • -14' DD" ___ Z.00 5'. 5 B (Ii. Ii□ '-_ [18 56°16'03" 850.00 834.75 454.50 --. -~~I...,;;;;: --- &" - ill HORI Z, 1 "=40' VERT, 1 "=8' lf£CLAIMEO WATER .6YOTHER5 . - --DOME5TIC ff#,TEK ,6YOTHEK5 G' 9' 'JO w - LOCAL DEPRESSION DETAIi_ N.T.S. !o> l /\. r,i P Y-~!v 1 "=40' -------------------_:....:........:.:..--=-----::--:::-_ _-_ • - --------------------------~ e .s,;-,, z,:;- R r• +!J.4!J•J. R·z•S.!JS¾ CONSTRUCT MEDIAN TAPER PER A.P.W.A. STD. 108-0-0C LANDSCAPED MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD. 1114 CONSTRUCT l'-6" CONCRETE MOW STRIP PcR DETAIL ON SHT. 27 CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD. 1405 CONSTRUCT BARRICADE a DEAD END SIGNING PER O.C.E.M.A. STD. 1401 CONSTRUCT P.M.H. RETAINING WALL PER DETAIL 90 SHT. 100. CONSTRUCT HARDSCAPE PER O.C.E.M.A. STD. 1807. ll .. q o· . ~ ~-~ ~ -b e, CURB RETURN DATA • I :..----- ----; . ' ' I ' -j -1---- . [ .7- ----. - - - - ' ' r. _, ' j ' l --_ r -1 --F-----+-=--=t ' +----+---+- ,_ ' 7 ~ ' -~ LJ !_ . ___ -1-- :· .. L ::_-"_ - - - - =-r -,,-_-,---+ _-,f------j -- - • I·-' co~~ §1 RUCT li o~~ @ @ CONSTRUCT A.C. OVER CONSTRUCT "A2-6" TYPE CURB AND GUTTER PER A,P.\·/.A. STD. 104-0-0C CONSTRUCT "AJ-6" TYPE CURB P ER A . P . W . A ST D . 1 0 4 -0-0C CONSTRUCT LOCAL DEPRESSION PER o.c.E.M.A, STD, 1308 "L" PER PLAN CONSTRUCT 7'-6." WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 CONSTRUCT ACCESS RAMP TYPE PER A.P.W.A. STD. I02-0-0C .. CONSTRUCT MEDIAN FLARE PER A.P,W.A. STD. I09-0-0C 1/2 0 "A" 2 on original drawing PREPARED BY •CIVIL mmmaa ICE J TH -LMD s~~1EnKo '\ -LA~PSCt>,; A_SCH1!HTURE COMP AtJ JES -~~H~l~!0~ ' :a ,o ' . 200 BA~ER STEEi Ct)l;fA 1'1£SA, CA-gzs2e 111 IIS4D•CSD0 1 \{) □ THE -~•.A~~IO ------------':,-===~--------------n ORANGE COUNTY i~ ' • ' & ll-i·9c REV. MEDIANS ENVIRONMENTAL MANAGEMENT AGENCY!-r--------------·-----o ,0 ' 0 -STREET IMPROVEMENT PLANS FOR'~ i~ \7 -t. \. \: (9(,V\ \.I-( l \ 12d , 1\1 '!5 , 6 Li-~~•~•+r~n~~•+~~~~~~~~~u-'i-ti-l~ oo· i-V~H.: ... J\ '-U\JI-,, ,,LJ STA-78+00,00 TO STA.88+00,00 ·o • + OJ \ ..... ' . i< ,_ V) nc,, • • MARK DATE DESCRIPTION PREPARED UNDER~ £ f' .!':HE T I_,• l---e_:;:,-":--t---"8..::8_:0 0::.:9::_'..::0,_l" __ -t--"-3""5.o,0_,,0_:__+--____,:5_,,3.c'.c,8'..:,5~• _-J _ __::.33:e,,"28,29 _ _j--'-'-=-'-"-''-L---'--'==.c...:cc_c__----J SUP ERV IS I DN D F .-,1f/L'½'4 ./.A ,.,,__.v,-,: LOCAL DEPRESSION DETAIL @ 84'44'57" 51.77' i REVISIOilS WILLIAM E. W EEL.:ER R.C.E. 4124:'\ _ r-0::::--,---D-EL_T_A..;...;;..;..;.;;;..,.:...:.R.::A:..D.:..l..:.U:..S:...:.:..:..,::..:.L • ..:E..:.N.;.G..:,T_H _ _,,_T_A_N_G_E_N_T~ £ ,21ezfJ1 F?Ev~ED 5T. w,orH • N.T.S. -------------------C) --35.,'5. 7 ,, o: 31.93 ---,~:~:/~NED .86'. 1-_fc!EhKEJl_ __ --1 A;cs~~~N I _ DATE !_D_1_,G_._1rn .__ ~ -~~-· ~ D ~. 1 '{-H ~ •P• sr. JMP: sTA,7E1+□0.oo-aa+oo.oD-::i1sco,23JpF, ;9~~~9-89 02~~~:H(~~ ()() till 4' 0 0 -- 88+00 CURVE Di\TA 0 DELTA RADIUS LENGTH ® 130° 2/' 2(,," 830.00 /888 . .5~ @ 56°16'03" 850.00 834.75 @ 58°23'58" 810.00 825.60 I -~---- 400'VC. TANGENT 17~4.5Z 454.50 452.69 GAS BY OTHE/f5 !(ECLA!ME/J WATEA' t5 Y 0TH £KS LOCAL DEPRESSION N.T.S. DETAIL HORIZ• 1 •~40• VERT, 1 •~s• LOCAL 19 ~ u, " DEPRESSION DETAIL N. T. s. 14 - -1---~ ----i-----------t----t--1----t-----t ---. -- -- CONSTRUCT t :---- ---- ------ ----i----- -- .:__j ______:___,.. =---,· _---t· A.C .. OVER --- ----- t--- A.B. CONSTRUCT "A2-6" TYPE CURB STD. 1 04-0-0C AND GUTTER PER A.P.v/.A. CONSTRUCT LOCAL DEPRESSION STD. 1308 "L" PER o.c.E.M.A. CONSTRUCT 7'-6" WIDE SIDEWALK PER O,C.E.M.A, STD. 1205 PER PLAN CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD. PLAN NO. 1405 1/2 D DR. 14 15782 Sh""et 4ti£....ll'r-,,..-r .~- 2 on orig!nal drawing PREPARED BY J"", •CIVIL f ~IMEERlN' l'EITH -~~~UlM~ , -LA osem: □ TLIE -,CMU,O COMP AtJ I ES -~m!~~~i g 200 BJ.XE!! STEJ;;T Cll~TA t,ESA, CA. S262B m4l540-0IWO ,, ! U) ,----,----,.---------;:---~--------------------,,., ORANGE COUNTY g 1-24.!12 ADDED REFEllEHCE TO EMCRDRC~MENTITEMS APPROVED RS REDLINE" N0.9. ENVIRONMENTAL MANAGEMENT AGENCY a a a a STREET IMPROVEMENT PLANS FOR 6 O> ?..tlt'UAV\ \-lfll (2.d, 6 l□WER LOOP ROAD .: STA-88+00-00 TO STA-98+00.00 a + <XI <XI . 1 4/!5fil l'IE.Vo"5E'D c.e. S1"A. ---. A ~ ~•ATE • DESCRIPTION PREP.ARED UNDER~ 4' hwU;; < .... "' e--~--~---------tlSUPERVISION OF (6 f/c'.f"'Z-Z • ,.." REVISIONS 1· WILLIAM.E. W EECER R-:-C.E, 41243 DESIGNEDJLl'; =.,;. SCALE DATE Ol/G. fl□. ,ET I ~ CL ,: DRAWN j C~Et!\_ED, __ _ AS SHOWN -12 ,-.. ~--,--_.,_ ·----------·--------_.,(/) •P• sr. IMP-STA-88+00-00-9<!±00-00 - I 15[0,23JPF• 3098 109 11-S,,-89 09•23 AM/ 098-999 g-_~ \'(Z-s ... , . -~~ ~6/\7,,\ ....0 0(\ -i' 0 C i - --1 ---I -- 0 (i) ® 0 - ------er l l=t=ct-r---1-I --+ ------I-- -' ' I -;- ' 98+00 -CURVE DATA DELTA RAD US LENGTH 20°09'26" 1650-00 580-49 20'09'26" le.30.00 573. 45 20°09':26' 1670-00 587.52 ---- -' _--1----l "'·-?---,_ --' ~'".; 1.-c;,,_ " T ANGEtlT 293-27 289-72 296.83 99+00 ' 100+00 i 101+00 I ON ow + • NO 0 I") _.,, 1....-c..+uu HDRIZ• 1 "=40' VERT• 1 "=8' _ -----1_"=40_' -100· vc. - f I I ,==-t ---1 i --.. f-+--f _J - ----l ----' --- I I ----l T -- --=1 . --1- --- . 4-' • :------:-~--:-:---.f-!---L- ' ' -1-- ' --➔ --- I ,_ ----I ... -I---_ ------' - - -- ' -- ·I. -- -,_ ' -I -- ___ -____ _ r j ~ ---- CONSTRUCT A.C. OVER A-B- CONSTRUCT •A2-6" PER A.P.W.A. STD. TYPE CURB 1 04-0-0C AND GUTTER CONSTRUCT 7'-6" WIDE SIDEWALK PER 0.C.E.M.A STD. 1205 CONSTRUCT SURVEY MONUMENT TYPE 11A11 PER O.C.E.M.A. STD. PLAN NO. 1405 DR. 14 15782 Sheet 42 e~ 17? - 1/2 0 2 on orig;nal drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT + STREET IMPROVEMENT r-t \ i C.JX. V1 \h L \ PLANS FOi\ ; :g ,-~ 1'lc:l5 6 a a a + 0:, m ~ 1-14-9~ ADDED REFERENCE TD ~ ENCROACHMENT ITEMS APPROVED AS REDLINE ND.9. STA. 98+00,00 TO STA. 105+18,24 M.\~K DATE DESGRIPTION PREPA~ED UNDER <-----~----------1,SUPERVISlDN OF T ,_ __ ~R_E_V_I_S_I_D_N_S ___ --+-~WILLIAM W - DESIGNED_.i£ -S SCALE DATE _ _________ DRWN ____ CHE KE□ ___ !AS SHOWN ___ _ .... c=•-~ CJ) •P• ST. IM~. STA.98+00,00-105+18,24 -115[0,23JPF= 3098 110 1 t-Sep-89 _ti-S'b'iz -'? _ 10•32 A~/ 3098-999 ')\w-..i_-¼(l-i.{ I I ' _-_- 1- CURVE DATA 0 DELTA RADIUS LENGTH 0 56°18'00" 620,00 609,22 © 56°18'00" 600,00 589,57 0 56°18'00" 640,00 628,88 .. TAMGEtlT 331.7,; 321 . 04 342,45 ---•• - • _____ C ----- H0RIZ• 1 "=40' VERT• 1"=8' 1PLAN J 2"=jcO_' J_==~~===~~-~~~~ •-L ' ,, FOK 5TO!fM D!fAltf L!t!E 'r" S££ SHEET7.2 t-1 ( t • ' ' - ------- -- ,-- -- ---: -----1 ::.::: ---- ---! --:! ---------; -i ' CONSTRUCT A.C. OVER A.B. CONSTRUCT "A2-6" PER A.P.W.A. STD. TYPE CURB 1 04-0-0C A!IJ D GUTTER CONSTRUCT 7'-6" WIDE SIDEWALK PER 0.C.E.M.A. STD. 1205 CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD. PLAN NO. 1405 CONSTRUCT P.M.H. RETAINING WALL PER DETAIL 90 SHT. 100. • DR. 14 15782 s~ Pi!! 2b Of i)) I /2 D 7 2 orlglnai d~aw i ng 200 Bl!l(Efl STEEi COSTA MESA, CA\ 112626 l114!540-0BCO 0 0 "' "' "' 0 ORANGE COUNTY I h ENVIRONMENTAL MANAGEMENT AGENCY[«> ~ 1-i4-Q2 ADDED REFEREIICE TD ENCROACHMENT ITEMS APPROVED A5 REDLINE 110.9 & ?ftc/11 ff£L/X.Ar£D P.M, H, STREET IMPROVEMENT PLANS FOR 0 0 • "' I \?t\\L<:A\tl \-h:l' U, Nt.S;; 1:8' ,,-,-, I r,cc; ~" I "'-" L.UUP RUAIJ I g ST A. 105+18.24 TO ST f,. 113+12.26 • "' ,-C, . < t-u, a.. :,:: vi -t N N ~ ~ ~ ..s. N I V' ...... - - ' I I -_:_-l-I i' ---• -_J_ - ' ' ( , s· I LOCAL D t-'RESSION N, T.S. CURVE DATA 0 DELTA RADIUS LEUGTH (i) 18°51'45" 600,00 197,53 0 0 0 0 --r" /3\ ~ © ( 10°54'12" 620,00 117,98 © 19'31i'11· .. 580,00 198,95 --- ---.. - u ,_ I DETAIL T AlJGEtlT 99-67 33,80 \..--.... 59.17 ) 100,46 l l 0 ® ® © . ®' 11@ -- I 0 '<t y tf (I) \ ---- -__ _\-I--::: FOR 5Al,/,.:,£WE£ L/NE "G ,, .:,EE sh'r. 42 CURB RETURN DATA DELTA RADIUS LENGTH 88°00•34" 35.00 53.76 87°49'47" 35,00 53,65 ...... ~--.......--~ V ---., . ...._,,.,...,___~~---;' 86°26'40" . 25.00 37.72 86°26'40" /8\ 25,00 37,72 01·00·20" 62000 10 88 . .,,_ -------------- pw T.ANGEN1' 3380 33.70 ,~ ·-..;• "' 23.49 23 49 5 44 . , . -. ------------- . 4 11c,,,;,o Z Ge 2. Co 7 /N(/. 5:=3' ,FOK: . 5TOR/W PRAl7TZJ;Y£ /'FIJ- 51:E-J,M,PETER'S ENCROACHMENT PLANS PERMIT /'10. 90O()(,>()i?FC .J."=40' • ---- ' ! -t +-: __ ) • I • I SAWCUT A.C. 2.0' FROM EX IST.A.C. DI KE AND REMOVE JOIN TO SATISFACTION OF ENGINEER CONSTRUCT BARRICADE AND DEAD END _SIGNING PER O.C.E.M.A. STD. 1401 CONSTRliCT PARK\NAY CULVERT TYPE"A" PER O.C.E.M.A.STQ.1309 LOCAL DEPRESSION DET AI l.. N.T.S. 14- -- ·- 1 I - - I . I • ' i --1 ' --- i ' i ,-- - ' --f---··= 1=clc==1=_=_.±=E±=i==±=l=. ice,_=. ,L,==1== I --~ . --------¼ ' • ' I co~~§1RUC1 Ko~~ @ @ @ @- @ ® @ ~ CONSTRUCT A.C. OVER CONSTRUCT "A2-s• TYPE CURB AND GUTTER PER A.P.~/.A. STD: 104-0-0C CONSTRUCT LOCAL DEPRESSION PER o.c.E.M.A. STD. 1308 "L" PER PLAN CONSTRUCT 7'-6" WIDE SIDEWALK PER O.C.E.M.A STD. 1205 {~;.,, "" S~) CONSTRUCT ACCESS RAMP TYPE "A" A.P.W.A. STD. 102-0-0C CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD. PLAN NO. 1405 TRANSITION CURB 8 GUTTER 6"-8" OYERLAY TO MAKE SMOOTH TRANSITION SEE SHT. 127. INSTALL 6" P.V.C. (SCH. 40) IRRIGATION SLEEVE WITH PULLROPE 1 1 /2 D I 2 o r i g I n a I drawing DR. 14 15782 Sh1::et 44 Of 1,;-- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY'~ STREET IMPROVEMENT PLANS FOR p .t \ l' cg. In \h: IA \'ld.-/\f cl-.S I.: 0 ' -~-L. u0 u0 ,.., ,.,,DAD -u;ii:..r, , 1, . .,. .,. + "' I <!) "' . '"' + "' - , ' . i • -•--•~• l -· -. . ·-· l.!:: -... (:' --.,_.°'.">,.:··:::.~~::; ,, , c- VICINITY MAP PROJECT ADDRESS: 21003 PELICAN HILL ROAD IRVINE, CA. 92715 UN UNINCORPORATED ORANGE COUNTY) VESTING TENTATIVE TRACT 13337 LOTS# 2,3,6,7,8,16,17,71, AND 75 ....... ~ ........ ,.,,.. I I ' , t·-- 1··- IRVINE RA H WATER DISTRICT APPROVED ORANGE COUNTY FIRE APPROVAL OF SEWER FACJU11ES APPROVAL OF DOMESTIC WATER FACILITIES DATE SUPERVISED B : REVTEWED av,_l!bU1=J,'L_-¥uc==,2...µi.uljic ------------I FIRE MARSHALL DATE IRVINE RANCH WATER DISTRICT APPROVAL OF RECLAIMED WATER FACIL/TlES DATE BASIS OF TOPO: FLOWN BY: R.J. LUNG PLANS FOR CONSTRUCTION OF SEWERj DOMESTIC WATER 8 RECLAIMED WATER . FOR I LOWER LOOP ROAD 1. 2 • 3 . 4 • 5. 6. 7. B. DOMESTIC WATER NOTES: THE WATER SYSTEM ·rs TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S 11STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATEZ{ FACILITIES, 11 AS LAST REVISED. THE DISTRICT'S PROGRAM MANAGEllS SHALL BE CALLED FOR INSPECTION TWO WORKING DAYS BEFORE START OF WORK AT (714) 644-7668 OR 476-7500. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOBSITE 24 HOURS PRIOR TO START OF WORK. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NOT ANY EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION, AT NO COST TO THE DISTRICT. ALL MAIN LINE VALVES &HALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. IN RESIDENTIAL STREETS,. THE TOP OF THE DOMESTIC WATER PIPE 10 INCHES AND SMALLER SHALL BE A MINIMUM OF 42 INCHES BELOW THE FINISHED STREET SURFACE AND 48 INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. IN RESIDENTIAL AREAS, THE TOP OF RECLAIMED WATER PIPE SHALL BE A MINIMUM OF 48 11 BELOW THE FINISHED STREET SURFACE FOR 4-INCH THROUGH 10-INCH MAINS, AND 52 11 BELOW FINISHED SURFACE ON ALL PRIMARY AND SECONDARY STREETS. ALL FIRE HYDRANTS SHALL BESET WITH THE BOTTOM FLANGE 4 INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS, 9. ALL WATER MAINS 6" THROUGH 12 11 SHALL BE CLASS 150. ACP UNLESS OTHERWISE NOTED. 10. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD IN THE PRESENCE OF THE DISTRICT INSPECTOR PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. • 11. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND ~OXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. 12. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. 13. CURBS SHALL BE INSCRIBED WITH A "W 11 INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. 14. INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY COUNTY OF ORANGE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. 15. 1. 2. 3. 4. 5. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING EITHER RECLAIMED OR POTABLE WATER. WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOtfSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE ~.AIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS 11CAUTION BURIED WATER LINE 6ELOW" IMPRINTED IN MINIMUM I-INCH-HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOU~ AND PERMANENT SEWER NOTES: -THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER WORK SHALL CONFORM TO THE DISTRICT'S 11STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATER FACILITIES;, 11 AS LAST REVISED~ THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. . THE CONTRACTOR' SHALL • OBTAIN I\ l'::OUNTY PERMIT FOR WORK DONE ON PUBLIC. RIGHT-OF-WAY, THE DISTRICT'S PROGRAM MANAGEl'!S SHALL BE CALLED FOR INSPECTION TWO WOP..XINS DAYS ,B'EF-ORE STAR'! ~F WORK AT (714) 644-7668 on 476-7500, A PRECONSTRUCTICN CONFERENCE SHALL BE HELD 24 HOURS BEFORE GTJ...R'I'ING CONS'l'P.UCTION WOR..'"C. 6. THE CONTRACTOR SHALL EXPOSE ALL JOINT POINTS TO EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION ELEVATION BEFORE CONSTRUCTION. THE ANJ) 7. .STA'f::i:ONS AS joo+oo. 00 I ARE SEWER STATIONS ANO ~ INDEPENDENT OF ALL OTHER STATIONS. 8. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. 9. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON 1",[; S~lOWN IN DRAWING S-4 . 10, THF. .JIS')'.RICT WILL INSPEC'J' AND TEST THE SEWER COLLECTION S~S'l'EM Aim LATERAL s:R'WERS TO THE PROPERTY CLEANOUT. PRIVA'l'ELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEANOUT WILL BE INSPEC'rED AND TESTED BY THE COUNTY OF ORANGE, 11. INFILTRATION AND AIR TESTING OF SEWERLINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "STANDARD SPECIFICATIONS FOR HE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATER FACILITIES." 12, ALL SEWERLINES SHALL BE BALLEb IN THE PRESENCE ~F THE DISTRICT INSPECTOR, BEFORE COMPLETION OF ALL LEAKAGE TESTS" lJ, ?i2P:LINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLE'l'ED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE, P..NIJ THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPEC'IOR. 14. 15. 16. 17. 18. 19. ALL SEWER MAIN LINES 611 AND LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS- BUILT SET OF JOB PRINTS WITH TIEOOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN. CURBS SHALL INSCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER LATERALS. TRENCH BACKFILL, ON ALL SEWER AND WATER TO BE DEDICATED TO THE DISTRICT, SHA.LL BE COMPACTED TO 90% RELATIVE DENSITY AS DE·fERMINED BY THE FIVE-LAYER TEST METHOD (CALIFORNIA 216G). TESTS WILL BE REQUIRED EVERY 300 FEET OF TRENCH OR AS DETERMINED BY DISTRICT INSPECTOR. THE DEVELOPER SHALL SUBMIT WRITTEN RESULTS OF COMPACTION WILL BE AS REQUIRED BY 0GOVERNMENTAL AGENCY HAVING JURISDICTION, BUT NO LESS THAN 90% RELATIVE COMPACTION. DISTRICT WILL INSPECT AND TEST MAIN LINE SEWER ONLY. SEWER LATERALS FROM THE MAIN LINE OR PROPERTY LINE TO BUILDINGS THAT ARE PRIVATE WILL BE INSPECTED AND TESTED BY THE COUNTY OF ORANGE. RECLAIMED WATER NOTES: 1 • The installation of the reclaimed water system shall conform to the regulations for the consnuction of reclaimed water systems within the Irvine Ranch Water District. 2, 3' The Irvine Ranch Water District shall be notified two days prior to the start of construction at (714) 476-.7603 and each won«!ay thereafter until completion of project . All onsite constant pressure reclaimed and potable water main line piping installed on this project shall be identified in accordance with the District's regulations and the irrigation specifications. (a) Wa'!'ing tapes shall be used on all constant pressure main line piping carrying either reclaimed or potable water. (b) Warning tapes shall be a minimum of 3 inches wide and shall run continuously for the entire length of all constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic,tape banded around the warning tape and the pipe every S feet on center. ' (c) Warning tape for the constant pressure potable water piping shall be blue in color with the words "CAUTION BURIED WATERLINE BELOW" imprinted in minimwn I-inch high letters black in color. Imprinting shall be continuous and permanent (d) Warning lape for '1he constant pressure reclaimed water piping shall be red in color with the words "CAUTION RECLAIMED WATER" imprinted in minimum!- inch-high letters black in color. Imprinting shall be continuous and permanent. 4 • All pressure main line piping from the reclaimed water system shall be installed to maintain 10-foot-minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressure main line piping cross, the reclaimed water piping shall be installed below the potable water piping in a PVC Oass 200 pipe sleeve which extends a minimum of 5 feet on either side of the potable water piping. Provide a minimum vertical clearance of 6 inches. Warning tapes shall be used on all constant pressure main line pipe sleeves, . '' •' PALEONTOLOGIST: ARCHAEOLOGIST: GEOTECHNICAL CONSULTANT: UTILITY PHONE NO. DR. JOHN COOPER 16737 FRANCIS DRIVE CHINO,CA. 91709 (714) 773-2662 .> FUNDED BY: THE IRVINE COMPANY 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 (714) 720-2333 THE KEITH COMPANIES MICHAEL E. MACKO 200 BAKER STREET COSTA MESA, CA 92626 (714). 540-0800 DEVELOPER/OWNER: THE IRVINE COMPANY 550 NEWPORT CENTER ORI.VE NEWPORT BEACH, CALIFORNIA JIM FOSTER (714) 044-1011 92660 LEIGHTON & ASSOCIATES, INC. 3050 DAIMLER, SUITE B SANTA ANA, CA 92705 (714) 250-7115 .• EMA -PUBLIC WORKS COUNTY OF ORANGE APPROVED BY DATE SO. CALIF. EDISON PACIFIC BELL TELEPHONE SO. CALIF. GAS CO. LAGUNA BEACH COUNTY WATER DISTRICT IRVINE RANCH WATER DISTRICT COJ.t!.IUNITY CABLEVISION THE IRVINE COMPANY (AG. DIVISION) UNDERGROUND SERVICE ALERT PREPARED BY: THE KEITH (714) 859-5253 (714) 966-6216 (714) 634-3106 (714) 494-1041 {1114) 4n-7G34or (714) 47G-75oo (714) 721-SZZG (714) 544-8890 1-800-422-4133 .,..,,.,,,,, • CIVIL 61=/NrDt/Nf; ·-·--"=IT"""1U ~ COMPANIES • UJfD WJlVnnr::: • CONST.Rl.ff/DN -~ ZOO ~ 8tPwt. Cbda ~sa,. C-'. RZ3Z3(7t-i}M0-0800 141:.:aL.-~2.,;:( hft.1.:0,./4 ?-31 -Pl"./ R.C.E. • DATE WILLIAM E. WHEELER 41243 R. INDEX OF SHEETS SEWER 8 WATER PLANS - SHEET 35,l\ 358 35C 35D 35E 35F 36 37 38 39 40 41 42 43 44 44A 448 44C 44D NOTE: DESCRIPTION -~ TITLE SHT. LAYOUT MAP INDEX MAP INDEX MAP . INDEX.MAP LINE"A" LINE"B" LINE.'8" LINE"B" LINE"B" LINE "8" LINE "C" LINE "C" LINE"D" LINE"D" STATIONS . . 10+00.00-52+00.00 52+00.00-91+00,00 91+00.00-118+83.63 10+00.00-14+96.17 10+00.00-19+00.00 19+00.00-28+00.00 28+00.00-37 +00.00 37 +00.00-46+00.00 46+00.00-52+56.54 10+00,00-17 +00.00 17 +00.00-24+05.54 I 0+00.00-17 +68.00 17 +68.00-23+09.0I 20+00.00-31+00.00 31+00.00-40+00.00 40+00.00-50+00.00 50+00.00-60+00,00 SHEETS 35-44D ARE PART OF THE IMPROVEMENT PACKAGE FOR LOWER LOOP ROAD, THEREFORE THE SHEET NUMBERING IS NOT CONSECUTIVE. 5. All reclaimed water sprinker control valves shall be tagged with identification tags. (a) Tags shall be weatherproof plastic, 3"x4", purple in color with the words "WARNING- RECLAIMED WATER -DO NOT DRINK" imprinted on one side, and "A VISO • AGUA IMPURA • NO TOMAR" on the other side. Imprinting shall be pennanent and black in color. Use tags as manufactured by · T. Christy Enterprises or approved equal. (b) One tag shall be attached to each valve as follows: I) Attach to valve stem directly or with plastic tie-wrap QI 2) Attach to solenoid wire directly or with plastic tie-wrap l1I 3) Attach to valve cover with existing valve cover bolL ' ' 6. All automatic controllers must be set to operate between the hours of9:00 p.m. and 6:00 a.m., unless otherwise directed by the District Engineer. 7. Adjust spray heads to eliminate overspray onto areas not under the control of the customer, For example, pool decks, private patios, streets and sidewalks. 8. Contact the District Engineering Office two days prior to the irrigation system coverage test at (714) 476-7603 and arrange for a walk through for the system. 9 ; Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result in termination of service until the appropriate corrective steps have been taken. I JS\ R.R. REDLINE#8 ENCROACHMENTS ADDED TO SHEETS 14,15,20,21,22,31,32,33,36,39 !¼4 At> R.Fe , 8' LAr.-ewr.-Z7 ~ 21,11 .. Nn. /\ BY DESCRIPTION SHT. APP'D DAT1 REVISIONS C Cont. l BENCH MARK: BASIS OF BEARING:· O.C.S.B.M 3K 30 68 L6 MILES SOUTHEAST ALONG PACIFIC COAST HIGHWAY (U.S. JOI ALT) FROM THE POST OFFICE IN CORONA DEL MAR; 67 FEET NORTHEAST OF THE CENTER LJNE OF THE HIGHWAY, 45 FEET SOUTHEAST OF A MANr!CLE, WITH A 6 INCH BY 6 FOOT VENT PIPE ON THE NORTHWEST SIDE OF THE MANHOLE, SET !N THE TOP ON THE WEST SIDE OF A C?NC~!::TE CRADLE FOR A 36 INCH WATER PIPE, ABOUT 7 FEET LOWER THAN THE HIGHWAY. 1978 M.S.,_ ELEVATION= 122.366 .> CALJFORNIA COORDINATE SYSTEM ZONE VI LINE BETWEEN 0.C.S. MUS- TARD 2 AND 0.C.S. PEc..lCAN HILLS BEING N30"16'05"W PER R/S 86- 1083. DR.14 15782 Sheet 4§ f 177 13' R f.l REVISED LATER/II S C:I/\ 117 IY>-.1 rotZ!I /4 RR ADDED 4" NOZZI F IM5 P. IM?I I\,{· ,,;!'J l•ft:1 , R.R. REVISED SEWER LINE 41 l:Sf~'I 1:0tz.~ NO. BY DESCRIPTION SHT. APP'D. DATE REVISIONS 7 - --------- t t ~ i /4 € ~ ca )( } ~- ~ """'" ~ )( i S? ~ ' ,.. f ~ ~ ~ ,-.- V" ..-1 ? ';{;; ~ ~! -·-'i lb t > v'I "j 1 f; ., ~ ~ -r '6 ~. ~ .f, :,, / "Sl I ~ l " 1--t l $ -~ 80~30.5(,, FIFi'I= fiYDRANr • .. .• .• .. ------------------. • HYOffAN1 EXISr. r!Rli P. plAtJS p/E'fi' ,ze. • ASScSSflll:.N' o,srfftC T BP.J·I "' - 00 EXISTING PACIFIC COAST HIGHWAY I I LI) "' «ii ,..., QUANTITY ESTIMATE @coNSTRUCT 8" V.C.P. SEWER MAIN @ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER I.R.W.D. STD. S-1 @coNSTRUCT 10" V.C.P. SEWER MAIN @REMOVE EXISTING PLUG . ~ CONSTRUCT 12" V.C.P. SEWER MAIN . . @ CONSTRUCT CONCRETE ENCASEMENT • PER I.R.W.D. STD. S-10 TYPE A @coNSTRUCT BRICK AND MORTAR SEAL e CONSTRUCT FIRE HYDRANT ASSEMBLY PER 1.R.W.D. STD. W-5 5,684 L.F. 22 EA. 1,310 L.F. 3 EA. 410 L.F .• 6 EA. I EA. 13 EA. @coNSTRUCT 10" A.C.P. PIPE WITH CAP, THRUST BLOCK AND BEDDING PER I.R.W.D. DWG. W-11 70 L.F. @coNSTRUCT 8" A.C.P. PIPE WITH CAP, THRUST BLOCK AND BEDDING PER I.R.W.D. DWG. W-11. 450 L.F. @coNSTRUCT 4" C-900 PVC PIPE WITH CAP, THRUST . • -BLOCK AND BEDDING PER 1.R.W.D. DWG. W-11. 50 L.F. fil 19)'\ CONSTRUCT 2•· RECLAIMED WATER SERVICE'_..,._,_~ VPER I.R.W.D. STD. W-2, USE CONNECTIONS 9 EA. ) ~..-,;.-~D;.::E~t;,A~IL~9~1_:S:,;,H~T;__. ~I0..::3<F~O~R ... C~.,;:L.~P;.IP<E~O;N~L:Y~.::,,-s:::;:'.~~~~-· ®~EMOVE AND DISPOSE OF EXISTING 8" V.C.P. 60° LF~ D. SEWER. / ~ ~~ _,A .• DR. 14 15782 . Sheet ; <, f J 77 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY LAYOUT MAP ;:> ~~ (' .o ! -7 ~ ~ ~ ~ s: ~ r 53 C p z '1-~ ~ ~ (/l <I ' w (':> ,... ~. ~ :5 • • ~ --ow 49 48 47 --ow 4 45 LOWER LOOP ROAD ., ---sro«ft1 Drf'AIN BY OTHEli"S 0 GAS BY OTh'cli'S LEGEND MANHOLE FIRE HYDRANT CENTER LINE R/W CURB METER 26 ' ' REC~A/t'1£D WATER BY !IF. WD. ll- DOMESTIC WAT£/'? ei'Y /.R. IN. D. SCce-T BY OTHERS DR. 14 15782 ---Sfi~et 45 of I}/ " 0 I I , ADDED 2" WAT/ER' ~ ~z!ot SEqWCE' C ;4DDI= D ~ I' TO LEG.END I I I h\ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY INDEX MAP • SIA. 10+00.00 TO STA. 52+00.00 MARK DATE DESCRIPT ON ~-a~ER~fS\I~~D6~ ttt,7/2_,,:_ 2,,t(_d,,, fH CT REVISIONS ___ ...,W"-'ll"=L,._Ll,,,A"'M..,. E.,,.-'W'-"H'-"E..,E::;L:0E,,;RwR=C..,E.;;4.,,12:.;4,;,3"--I JcD'.=E~Sl~G:!:!!NE~D'..ds!;· ;;·=;=====;;;==--I SCALE [/A Tl!. D\!G. tlO. DRAIIN f P... CHECKED □ .f AS SllOIIN • P 1 00• S [WEE!ASl:I DP!dAN FROR NtJHLE:eBtOCK --22rno ;,2;~BPF, • 33098 23!1 Zu-.11 • .-90; os, IJ6, All /I ;,~sa-::1102 ~ z s t ..- J' ..,, ~ f~ ' . S--· ,.... ? O' C. ) ~ .f- c/' -t Cl' 0 'T C, ~ ~ "'I ~ -. ,,. ~ 1 ---~ - ,. .,, ":" . ; ,s \ '0::i '\ ~ ~ r·...:.:... " . ""----..._ . ~ 5 ------------------,,._ --.. • -----------~ --------- ----- \$"..---------;·"' "9./ ¢ :.,, ;t]-•• . ~,(~ " 5EW£1? -:;4SEM 1-;._~ ,-- \~ ' ' ' I ·' II I 11 1,\1l Id, R£Cl.A/,<'/£C, WATER 8Y /.R.1,/. D. -· OOM£5TIC WAT/3/f BY IK.W.D- LOWER LOOP ROAD ., ·' GAS BY OTHERS ' '\, '• ' ' -~ ', ' ~ ' ' DR. 14 15782 .2_heet 16 f It 7 • SEE SHT. No. 5 9/+00.oo ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY INDEX ~/lAP STA. 52+00.00 TO STP,. -91+00.00 DESIGNED f'_ "· SCALE DATE Dl!G. ND. AWN p_ 0 • CHECKED 0-f AS SHOWN op, INDEX MAP· 21C0,23JPF• 3098 281 25-Ap,•90 08•35 AM/ 3098-3102 -;z. ,:: ~ i ~ 1 --e $ v' C ~~ i . ) ~ z ~ Q -(I- (/' ".O • ~ ~ ~ ~ 1 . ' .. ' ,ti ,_ /fr. :t.~~ -& '.1, " t./ " .. DOMESTIC BY l.ff.W.D. WA GAS BY OTHE'fi'S ~ .. i ?~~-· -~ ; :\ -~ =------::::: - LOWER LOOP ROAD ~ REcLAJMl:D '1~/iff 'tD. <;;J.ill'~fi1.W) W/1 <> ~~, .. " /I', ,,~. ~ 11 ,,. , , " ,,F o==;=,~ ~ ·, ' ,r.b l-.-esroKP1 DRAIN ' Y OTHERS , , -s' ..,_ "'··. ,S--;s .>- ·,;;,""" ~ ' -:-s-~ X c -,,.,_ ".a ~C' ~ .. 0 .z4.q1 ReV1se.o 6E:WE:f:! \IERTICAL. '\ · DR, 14 15782 __..,, S,be t 41 of 177 INDEX MAP ) /2_ ,/.,J ;rEV/S£D FYrV;rE 51' ~ 1~.,,91 ';,,::; r,J,-t-J;.';.°;J,':reD • .STA. 91+00.00 TO STA. J18,,83,63 ~ 1/22f)I ADDED Z" WAT£Ff S6RV/C,£ MARK DATE DESCRIPTION PREPARED UNDER • , • j\ (!, 25-Apr-90 08•35 AM/ 3098-3102 D rJ· t !4-,.P• /IND5EX-MA7P -2 f/l[::3JPF• 3098 281 e -s ~ lt 2, ~ s lyt'&.t ~ 4 o/ \ u, ? ~ ~ i e--::s ff V: -.s ~ \ f C ~ . ~ 55 z ~ ~ 0 ~ V' 0 -,0 "" !~ ' ~ ~ I r-- \ \ \ \ ., DAT.A DELTA/BEARING RADIUS LEN-/DIST-TANGENT 29°16'49" 527.00 269.32 137.67 I LOT 3 V.T.T.M. 13337 \ \ \ - 'NOT5: -cAP,rAL se,-1e12 L/Nc r0/2 8/DDING l'ORPOSeS ONLY \ I LINE ·~" LOTl6 V.T.T.M. 13337 LOT 4 V.T.T,M, 13337 Pt=/<? S8·1 IMPta::>ve=ME=,-.J-rs: 0JE>A11J L1/J£ . - -- \ -I - - - I -I---·:__ ---_-·1 - - --l - - ___ J ______ ' __ - - -- -------·--. CONSTRUCT 8" V.C.P SEWER MAIN WITH BEDDING PER I.R.W.D. STD, S-6 --r--- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER I.R.\./.D. STD. S-1 REMOVE EXIST. PLUG CONSTRUCT 12" V.C.P. SEWER MA.IN WITH BEDDING PER I.R.W.D. STD. S-8. Q CONSTRUCT PLUG. ~~;;;z__,,--....----------.---.-----,---.~~ Q CONSTRUCT 2" RECLAIMED WATER SERVICE / ~ PER I.R.W.D. STD. W-2, USE CONNECTION J DETAIL 91 SHT. 103 FOR C.M.L. PIPE . ' 40 20 80 FEET 1 I /2 2 INCHES E=::E"'::::::::i::::====:i===============l 0 0 40 1 on original drawing DR. 14 15782 Sheet 10 of 177 0 0 . It) "' "' 0 • "' I ORANGE COUNTY I ? ENVIRONMENTAL MANAGEMENT AGENCY[ ~ . 11 ii 11-1-!1 ADDED REFrnrncr, 10 ~ rnrnonrnMrNr,_ f{J,l h io-3'!1 A),pEo e ... v-JA1€R o/'"' I~ SltF?VtCC I\ f?li',V/Slf[J S.O. ltNcftr5 l&J@~ 1tZ/?t t RIM 6L6VA TIOl>/S 17'7q"/71 /' ( / .. ! CONT. R'w LIN/; ' 0 0 SEVIER AND WATER 0 IMPROVEMENT PLANS FOR •· ': " L'OWER I /•OP ROAD '{d.\(CJllv,ttf{l ~ rd 1\1,di,S. < l 1 ~J E ? A <:) : _J STA,10+00.00 TO STA,14+95,17 _J . fg • I c e/zc/w 1,~f;:ff6.,f; 2;5';jI,'f.x'ore;, CL, :,: 1 :,. :-• -• 'SUPERVISION OF ,,,,._ L(i,._ ':Z.!.,lt..L~ ✓ ~ •Rv DATE DFSCR!PT!DN PREPARED UNDER ' • ~ /// srEl REVISI□rlS I WILLIAM I;, WHEEL ~_R.C~E. 4124~] i~ . b,e, 1 , ~ SCALE DATE D\!G, rm. ,r -s ____ JcHECKED ___ iAs sHo_w~I _ -~-------_'__ . "' •~• SWR LINE •A• S~A 10~00.00-14+J6,17 -115[0,23JPF1 3098 2601 12-Sep-89 11102 AM/ 3 98-99 'D ~-IL/-:15'19,.,.,... ~-')c~,z_,~j ~.\-l-{<..{(\?,\ ,s;:i I JI f N I V' u : --j --- DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 09°09'09" 2071 .oo 330.82 165.76 j ------ --,-r-- = LINE ''B" -t-: -~ -I --I . ' ~ ' :-t _! 1----l i-----1~- I " I ' ' ' ---+ --=------l--------, ' ' . --l r-i i :-1 41 +---,· ' • DR. 14 15782 Sheet 49 of lJ I -· ,- -. -__ @ --~ .t --- ---. - • -- 7- f -l 1--I. r ; ---- -~ --------l ' El ·:·j -i ----- ' ' SEWER NOTES ' _,_ ' - ---:j . ,---- r --;-· ----j -, ; -' -f-I-+~ ---1 r -----:-::=-i· CONSTRUCT 10" V.C.P. SEWER MAIN WITli BEDDING PER 1.R.W.D. STD. S-8. --.. ' --. ... CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER 1.R.W.D. STD. S-1. -' ' DOMESTIC WATER NOTES @) CONSTRUCT FIRE HYDRANT ASSEMBLY PER LR.W.D STD. W-5. CONSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST BLOCK AND BEDDING PER I.R.W.D. DWG. W-11, ~-... -----. ., -'./ CONSTRUCT 2" RECLAIMED WATER SERVICE PER I.R.W.D. STD. W-2, USE CONNECTION DETAIL 91 SHT, 103 FOR C.M,L. PIPE ONLY. - 40 I 20 1/2 0 0 40 1 original 80 FEET 2 INCHES d r a w I n g 0 i-------------------0 PREPARED BY . tr) □ THE •ecmm I') -CHIL E~Gl~EE~lNO (!) ((EJTH :t~~gs~~~:•11NG :a ~~CHIT(CTURE I ,.._ COMP AtJI ES ·ii;im,::" " 2~~ 8}J(Ell &TEET COSTA M's,, c~. ~262~ !114) 54~ MOO ~ g -------------..!'.~-====------------,--· • • 0 ORANGE COUNTY a 11-3·3l UEV. 5TnTIDH5 Df WATER MAIN 1-i4.g? ADDED REFERENCE T□ ENCROACHMENT ITEMS APPROVED AS REDLINE N□.9. '+ ENVIRONMENTAL MANAGEMENT AGENCY m SEWER AND WATER IMPROVEMENT PLANS FOR ~W'h'ER WOP ROAD . C' :e\(et:t\" \\'\'It~. IN<\-:::. I ,0 'O . 0 0 + 0 ~C! 3 efe2n1 REV'5ED L-F/jfv_:f(lv. t'l",?i Io· i AND :;,o. • ;vDt{) 2 2/Zclti ADDEi[) 2"WA'T'Ein • s£Rv1cE; co,isr No-,-e STA,10+00,00 TO STA,19+00,00 '-'-'M.,~R~K-'-D~A~T~E~ __ D_E_S_CR_I_P_T_IO_N _ __,5UPERVISIDN OF /,,Jht. r,n '? ~ t-!/../.. V ::C: PREPARED UNDER fl .. / Hj, ' v• EE a.. REVIS I Oil S WILLIAM E. WAEE ER R,C,E, <11243 - 1DRAI-IN ____ 1C_HECKED,___ w •P• SWR LINE "1o_E_s_1_GN_E_o_b~.-e-.1---t-----,l",_A~s8c8AHL_o_EWN_I □_A_T_E __ j' _ D\/G. ti□. ~ i "B" srA.10+00.00-19+00.oo -11sto.23Jpf-=---=-3□98 2Efr)2 ~-1:Z--s~p-89 11=10 AM-/098-999. _;p R . / L/ -I .J 7 51 V e-si'-!z.~s I ~'M.9)< q S/ fol --0 ~ 0 C ~ 0 0 f ~ ,,, f ~ /2 6 ~ ()) 1 J I -r 1 ,J. ...c. ~ -<:-I ~ ~ {1'\ ~ ~ . . "'Z. - - 0 ·i • LOT A V.T.T.M. 13337 i -- .....:,b~-""1--D-EL_T_A_/_B_E_A_R_I_N_G-,---R~~::..D.:..~..:..u..:..~....:A:.....:....,.......LE-N-.-/-D-l-S-T-.-,--T-AN-G-E-N-T--,;~~ : . a : : ; ~ v " " " · ' " " ~ = N : a . 3 l - - : ~ = 3 = Z ' " " " ; 4 ; ; . . " a : : : : ~ ~ ~ = , , . . . ~ . . . . , ~ = ~ e , : , , , . . _ : - - _ - ... --::1/:,-,-_"'."_1".;~;:----,.-c-:::_::,-.B'i'-.~'--l-4'--0;,r,::~:::-.""---1..--,,\ l-(D'3':1 '--! ___ 0_9_0 _O 9_'_0_9_"_-1-_20_7_1_._o_o_-+-_3_3_0_._8_2_+_1_6_5_._7_6_-f!·c:-(@:':'5 +-------!---'--....:..· --+----;--;;;;-;--t=/4\=1~7l'---_·. __ 1 , @ 40'32' 09" 800.00 565.99 295-42 1 .:c~ _ . N 3l'.3r' 14" W _,-,:::-..,_ . -~-~..-;::'.'-._,·°-~~~ @ N 61°05'09"E 2D:_13 _ (z) y_33'-27'22' w ... f!E::.. 76.63 1lf ' I 1 ·=s· LINE "B" PLA~~ I 1 •=40• I M ---• -'--•--'• LOT A V.T.T.M. 13337 ('~ '·' ~ ( 5EE PR□FILE-AB□VE ._!__ 1, ~""'~ ='/ .~ 0 • ~ Ct) IVj -~· , ... / ~ It/ Clj DR. 14 15782 Sheet 50 Of l :U \ SEWER NOTES @ CONSTRUCT 8"' V.C.P. SEWER MAIN WITH BEDDING PER 1.R.W.D. STD. S-8. @ CONSTRUCT 48""PRECAST CONCRETE MANHO_E PER l.R. W.D. STD. S-1. . @ CONSTRUCT 10"' V.C.P. SEWER MAIN Wltli BEDDING PER I.R.W.D. STD. S-8 @CONSTRUCT CONCRETE ENCASEMENT PER 1.R.W.D. STD. S-10 TYPE A. • 47 INSTALL SEWER PLUG DOMESTIC WATER NOTES {§) CONSTRUCT FIRE HYDRANT ASSEMBLY PER 1.R.W.D. STD. W-5 @ CONSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST BLOCK AND BEDDING PER l.R.W.D. DWG. W-11 40 1 20 1/2 I & 11-l-~l ADDED RI.FERENCE TO EHCR□at~MENTS. REY.' WATER MAIN 5UTIDNS 0 0 40 1 80 FEET 2 INCHES on original drawing SEWER AND WATER IMPROVEMENT PLANS FOR .bGWE~ LOOP RSAEl ?Jt.\\¼V-~-1, ~ li'L""5 n 1T r,.1 e c, rc:1,::; o ~ J!. ;,, tt:. 19' STA.19+00.00 TO STA,28+00,00 - 0 ,a '+ 'm ' . ..J -_.Q -+ 8 \ j ~ 0 C r--- • 0 DELTA/BEARING 0 17° 23' 57" @ 14°01'22" @ 58°23'58" ,! ' . ----. . J ! DATA RADIUS 817.00 524.00 826.00 . -----· ! • I I LEN-/DIST- 248.10 128.25 841.91 . .. f F LOTH V.T.T.M. 13337 TANGENT 1 25.01 64.44 4 61 -63 -r ' • ,- . ! LINE HORIZ• 1"=40' VERT• 1 "=8" LOTl4 V.T.T.M. 13337 ''B'' i pi~=:~:~ -----·-··---·-· , . -·-----. ------------~==~~=~~,------- 41 ----.. -------------- ,;, ::! u " ~ I SEWER NOTES. @coNSTRUCT 8" V.C.P. SEWER MAIN WITH BEDDING PER I.R.W.D. STD. 5-8.. I @ CONS,:RUCT 48"PRECAST CONCRETE MANHOLE ,--_...-=-._ PER I.R.W.D. STD. 5-1. ,,........._ £, ® CONSTRUCT 2" RECLAIMED WATER SERVICE PER I.R.W.D. STD. W-2, USE CONNECTION DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY. RR, 14 15782 S~s t JI of I);- 40 20 0 40 80 FEET 1E=1 /E2='3::0 ::::::::::::::::::3=1 ::::::::::::::::::==:2 INCH ES ·~...,...,,_;;:, inches on ~ orlglnal draw Ing --, -------- ' . . cl ,o . < U) rf ~ UC. f/41243 :!; ( l~ El!P. 3-3{·"!{ "'' ______________________ .,, <D 0 CIYI\. F Cllll & 11-3·91 REV. WDlER SERVICE HA. SEWER AND WATER IMPROVEMENT PLANS FOR l:OWER LOOP ROAD' ~L\(~ ~,~\ ~!. • N ~ L 1 ~JE "8" STA,28+00.00 10 STA.37+00.00 -' t t ' --• • --------- 0 DELTA/BEARING 0 58° 23 ,.58" 7 -I - -t-=j - DATA RADIUS LEN./DIST. 826.00 841 . 91 ' LOT 28 V.T.T.M. 13337 TANGENT 4 1 . 6 3 - • CX) "' + I") "' \ LINE ''B" HORIZ• I "=40' VERT• I "=8' • SEWER NOTES @coNSTRUCT 8" V.C.P. SEWER MAIN WITH BEDDING PER I.R.'vV.D. STD. S-8 . ® S:ONSTRUCT 48"PRECAST CONCRETE MANHOLE PER 1.R.W.D. STD. S-1. DOMESTIC WATER NOTES @coNSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D STD. W-5. ~ ~ CONSTRUCT 2" RECLAIMED WATER SERVICE PER I.R.W,D. STD. W-2, USE CONNECTION DETAIL 91 SHT. 103 FOR C.M.L, PIPE ONLY. DR. 14 15782 SLt12:. 52 cf I It 40 20 0 40 80 FEET I I / 2 0 I 2 INCH ES ~E==='~====='E=======l / --··--"' . 3 I n c h e 5 o n o r I g I n a I drawing f lie. 1141243 ~; ' EXP. 3-3l-"7/ CtY\\ OF CAll SEWER AND WATER i - IMPROVEMENT PLANS FOR LQ\,'JER LOOP ROAD . " \1-l. \ x~,,._ ~, l \ ~6 N. ""-"' &, 1·24-9 ADDED l?EFE~ENCE TO ENCROACHMENT IT£M5 APD11DVED AS REDLINE ND.9. ----- l 1 ~'1 E "Sl () .:- STA.37+00.00 TO STA,46+00,00 ·a ft STA,37+00.00-46+00.00 -115C0,23JPF• 3098 2&05 12-Sep-89 03=21 Dr=?.· 14 IS 7 Si' -,.... 12.--,it-1 i -s • a a + "-.,, --' - j- , I 0 DELTA/BEARIN I (i) 20°09'26' @ N 49°1s·oo"w l -· -=-·-- I . "-,,, + "' "' I ! t -+-- - --- 4/ DATA RADIUS LEN./DIST, f654.0Cl 581 . 89 3 7. 47 -. --·· ·-.. ---------.. I !---_ .. i -i---- r - e,4 TANGENT 293.99 - LOT 28 V.T.T.M. 13337 41 HORIZ• 1 "=40' VERT• 1 "=8' LINE "B" 1 "=40' 41 L ' ' r_--1----.. ' 1 ' • I ' ' • I i t -I- . , ' 1 I I j .. - . L-. i ' ' •• --1-----1 [ ::f-c" j ·_,.·. -+-·'+--lf--7 --l - _ 7 r= -1 1 • -1 - -: +-~'-·-+---1 ~-+--+---1 .7 1-, -----=----:..;. t-I •1° 1 .cc-, -, . I 1. I • ' j _j I I ., • I ' -,----1-' I -,--• ·· I i 1. I ·1 -+--, ·7 ' - I ..j ·- I • F - ' • . I I -1 I I I l --~----_. 1---1-+--+--+. ' 1 I f ' 1 . t ; .. • ' c .. ·•- == • ---L-.. .. - • • =..cj I----•• --- -- ' . ! . •t= ---+·-+--t--t .i ' ' - - - -l - --· i ..r:r J •• -. i i .j I -, I .-•. I= I 7 --~ -:--c j I r Lj J I l~=J-J;l J -~-l -J l - ·_• i · l ·-r -Lt-:-+-~' • t=-·---1 L 1 , . . - 1 ---•-----------0-- I I l _] j ' , l I l LI I -' -1 I I .. _J .. _-r---: , _ ,. c-:·- I ---++--+-c ·- ~ --- -- SEWER NOTES , @coNSTRUCT 8" V.C.P. SEWER MAIN WITH BEDDING PER I.R.W.D. STD. S-8. @ CONSTRUCT 48"PRECAST CONCRETE MANHOLE PER I.R.W.D. STD. S-1. @ CONSTRUCT CONCRETE ENCASEMENT PER I.R.W.D. STD. S-1O TYPE A. · DOMESTIC WATER NOTES @ CONSTRUCT FIRE HYDRANT ASSEMBLY PER 1.R.W.D STD. W-5. DR, 14 15762 Siie@t 33 of 177 40 20 80 FEET ---. I I /2 2 INCHES E=~::::::c=:==:=:l::::::::=.===l 0 0 40 I II~ . "', ffs LIS. ~t.3 "" ~ r;r:;: 3 -3/-°!/ 3 inches on orig!nal drawing PREPARED BY THE ' -~LANHlNG . .,,.,, ' EXGJMEERIMG !' ., 4-"JZl/11 ADDED ZONE G, ~ RIECLAJMED WATEF( l(E I TH -LAN~ SURHllNC I'·-.... •LMOSCAPE cor1? AtJ 1 Es -~~m~m~~ 1: u-; 200 l!MEII STEET COSTA nESA. CA• 9<52e !llU~40•0BOO .: (\.1 ----□-R_A_N_E_C_O_U_N_T_Y _____ ! ~ ENV,RONMENTAL MANAGEMENT AGENCYt~ U) 1)---------------------I SE\'JER AND WATER IMPROVEMENT PLANS FOR I.QWERteOP ROt',D P..t \(<.11" <¥ 11 fZ-4> 4\i<l-j L E ~J f' "'G "' STA. 46+00.00 TO STA. 52+56.54 0 0 0 ,O '+ I <O 1 .... I':.,: ,_ :· Cl) ' "" -' ...J r ..£:. ...t> - . 1 - 1-- -, l I I I ~I ~I ~I ~I i: ~I ~ I I I I I I I I hi ! '.'t to • I r I :,_ ~ I I -1 i i I , I ' • I I I "' ! I I I I I i I i I I ; I I I l : I I I ! / / DATA Q DELTA/BEARING RADI.US 0 18°51'45" 596,00 rf) LEN,/DIST, 196-21 '5',. BO-·. /I I I TANGENT 99.00 27.49 ---011/ 1 ., J1R '.3'_ -J~ ==;, ., -= ----I= h = =-= = :::: ~- "' + 0:, - ;v//lt,' 33'w _ 50.00 ,E (5£:E" P~'.7HT) ABDVE n 1= ____ , .... _~~ LOT 29 V.T.T.M. 13337 LOT 27 V.T.T.M. 13337 z_orJ£ 6' RECLAIMED BY /.R'.W,D. LINE "C" I Pl A~~ ____ J _ _1 •_=40'_ .. ,~--- , LOT 28 ~ , V.T.T.M. 13337 , \ \ --...; - a•-~~~--•~~---- @ CONSTRUCT BRICK AND MORTAR PLaj SEWER NOTES @coNSTRUCT 8" V.C.P. SEWER MAIN WITH BEDDING PER l,R.W.D. --STD. 5-8. £ __,)'--· G0 CONSTRUCT 48"PRECAST CONCRETE MANHOLE ~ & PER I.R.W.D. STD. 5-1. . @REMOVE AND DISPOSE OF EXISTING @REMOVE EXISTING PLUG. 8" V.C.P. SEWER @CONSTRUCT CONCRETE ENCASEMENT PER I.R.W.D. ~---@):::::;'.'.';~--~-~-c:::NST;U;;:-~.~~-~~;~~ I oi~~-s~i'~ ~:;E~· NOTES ~\ CAP, THRUST BLOCK AND BEDDING f '66' CONSTRUCT 8 .. A.C.P. CL 150 PIPE WITH CAP, THRUST 1£ PER 1.R.W.D. STD. W-11. • ~ BLOCK AND BEDDING ~ERJ._R.W.D. DWG. W-11. (~93 CONSTRUCT BLO. W-OFF PER DETAIL_.: • @coNSTRUCT FIRE HYDRANT.ASSEMBLY PER 5, SHEET W-34. ....,-..---:--,, I.R.W.D. STD. W-5 =-:_~~~~--"'= £(®CONSTRUCT 2" RECLAIMED WATER SERVICE ~ PER 1.R.W.D. STD. W-2, USE CONNECTION DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY. DR. 14 15782 dti~et 54 of l/7 40 20 4 80 FEET 1 1 /2 0 1 2 INCHES ·E:3:::::::::::::::=======3=':::::::::::::~ inches on original drawing ---------------0 ,,.. -o PREPARED BY THE :st:ft'" ~"""""' l'EJTI' -w,,cs"n" \ l -~~~fi~ruRE COMP AtJ I ES ·::::m:om"" . lf) "' "' 0 0 .o lb 200 BA.:EII s1EET cos11, IIESA. ci n~2s 17111 ~40-osoo ,-,,-,----,--====~:+....:;:· ~=~:-:--:-:-:-:::-:::::::::-::;:-------0 ffi 11-3-lf DELETE [ □ NCRETE ENCA5E· ORANGE COUJJTY 0 MENT,R,V 5l5TA,,INVrRT5, ENVIRONMENTAL MANAGEMENT AGENCY ,;°: L,HGrn OF PIP, 11 SLOPE DFi,.=;.;.;.;;.;.;.;~------------"-----S[l/l£R LIN,&c LAHRDL. 6 ADDrn CDN5TRUCTl□N NOTIS SEVJER AND WATER ": WrlfJ'frr~llL~FILE FOR IMPROVEMENT PLANS FOR • ? ~ 1ftl n;,reH t,x1,;r11.1<1 ,;;r,;MQ/£, \ LGiVE~L()()p..ff(,)AI) I ;'. tz:, ,~,, ~f,f§-l~~tJ.?;;.'g'f ~ \ (<..o.."' "'-'-\' ~ ~ N. "'.S ' < ~~p '1i-, L 1T M ~ f) t<> Q i .... At:>0£014-H--rr-17 Pf?OAlE l}. h.J b., ly fJ; AODFD coNSr: NOTE'. e:::: , ' Fl€Vt5E D £ 1Nr. Fr>IZ ~ ~4::k 2fic/l1 :'.;~W.fo'tl1;~/'g'it~ . STA, 10+00.00 TO STA, 17+00.00 ~ ~r~ Z/tt/'il ~~,fJ?cf"~ "lt;J:JV;;orE . MARK DATE DESCRIPTION PREPARED UNDER~ • ~ ,,t -HE ~ 1--~~~=-:-::-::-::-:=,-----,SUPERVISIDN OF '/_/",::-. 4 h/A 'I ,,:,, I - REVISIOilS WILLIAM E.W.. EEL!i .. C.E. 41243j . F . DESIGNED b.e. SCALE [ DATE DHG. rm. a:: 12 =: DRAWN ____ CHE ,KEO___ AS SHOWN __ .. ·--·---·-. -~-~-~ ~-••. _. . tJl 115[ 0. 23 Jp.F~~ -3·-□98 -26□-8 12-s·~ ,-~flg o3; 53 PM / 098-999 •P• SWR LINE flCfl STA.lO+J0.00-17+00.00 - S~t-s-o/ t'2,/ _ I :z: 1 .]' ... C 0 (j -, .J. -0 'ii 1 if Ii i I 1--, -•- ' -1---r-:. : 1· I - I --; -- I I I I I -)_· IL 1- _ J··--l I I - ! -1 0 DELTA/BEARING 0 51°15'17" ' ' ! -) -' j __ . -' . j . ,_--1----- I ' ' 1 ... _-- ,-----;----_ DATA RADIUS 624-00 - --; -• ' I--• t - i -l=c-' ---! ._c:j L ' LEN-/DIST. 558-21 -.... -- - F TANGENT 299-34 ~ . ' I I ---i- -I --1- 1 LOT 27 V.T.T.M. 13337 r-- --=i=--c--i--,c- r_ -_-1 ----1· --, - \ ' ' --+ -+ --" ----j -' ··17 -1 _I-b=l l = i---=--=--=-:t.· - --•-I i j -=:'! ' --I ! -- -' • I --::-----:------=-i I \ LOT 28 V.T.T.M. 13337 LIN£ "C" Fl= --t ··-..., -' .----; ,- I I ------ --- -1 HORI Z, 1 •~40• VERT• 1•~s• LOT 25 V.T.T.M. 13337 ~ 1::::~~~2 "§ -~ ~-~~ ....... .... .... l?i=CLAIMED WAT: By /.R.w;n (ZONE G). £_,J __ 1 "=40' I - i .... _-_! -r ~ • - ---' I I =-1 (:"' -v' r~ t='' ,, ! '~, ,! J~ ' )', " ,, 0}' I F! '------I SEE SEP~RATE PLAN SET PELICAN lllLL RD. E:NtR□AtJ.lMENTS 51-lHT 21 □F 31. I i I , __ -----; -1-- --! r-·--• '. ---1' I -,_ 8 15 11, "2,- ' -I f F------'-t I r -·-- 7 --·j - ---+ ' ---1 - --------, -- --, .. -----: I I . -,--, - I ' -----=t·-- ---t _---r -! I ' -1 - . ---+ - - --:_ -L - I -' I -' f-+--+--I ---- I \ I I " • I i I ' - ---r i -I - I l ----t----t----~-t----=---: :-·-- i r I i -r - I ~- -t F ~ ' -- I SEWER NOTES ® CONSTRUCT 8" V.C.P. SEWER MAIN WITH BEDDING PER I.R.W.D. STD. S-8. C l - I -t--_- ,- t----t--- ® CONSTRUCT 48"PRECAST CONCRETE MANHOLE PER l,R,W.D. STD. S-1. DOMESTIC WATER NOTES @ CONSTRUCT FIRE HYDRANT ASSEMBLY PER 1.R.W.D STD. W-5, @coNSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST BLOCK AND BEDDING PER I.R.W.D. DWG. W-11. DR.. 14 15782 Sheet 35 of 177 40 20 1/2 0 0 c h e s o n LIC. #41243 : ; EXP. 3 -31-'7 ·- 40 1 original 80 FEET 2 INCHES drawing l !4 ---- ,. . flO -~ r-------------------0 •P• SWR LINE "C" STA.17 SEll'JER AND WATER IMPROVEMENT PLANS FOR ~8P-R8AB- V-t \(CJA,tl 1-tt{\ l'Z,,l /\I. c.-5 lX~JE °C" 03=59 PM/ 3.98-999 ')\-u..t ~ \ (L-Z,/ - j ~ 0 0 I ~ N ...c ➔ 0 ii) j 1'l 1 (./\ 00 I..£ .N I \I' -0 { I/' I ---•- ---·; ·-·-.. 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NISHED :SURFACE -- r ~ : •• ::: : ___ : ::::.:·:·:.: ::.:-:.:: - - - -~ -- - - • ...... f ........ -· - I . j· .. . . .. . . -... ::::J. -t-.. . . ,._,. -··•·· --• - "'""'',' ...... ! ........ . . t-·-·· ~--:-i ·_ ... : :: .. -.... ~···--··"·. . - • -... ----·. •---·!----- . .... -·· --' -----. -· -····-·· .. ;. -• .. ... --•· • • ·_ . - ~"-c=l=.3'i:i ~ . -· . . . .. ". . .. ·-· -___, ..• • • • • •. ! ..•• •-,- .--1---· - ....•. ----.. , .... ,. -.•. .,_ SI - """""'" :.: \ ---:::.::· -- • · j . _;7-·· ~--········. ~ ; -~ ..... ' -...... _, ··-·• . . . .... , _:.j .... • ... j .. . -· ---·-· .. --. " , ..... = •• 53:::: --. ···.k::1-$--.. -· ~ ... , .. ,.. ... 3 . . -_,_ . _, -·--.................. . =-:::. ·.:: -- •• ·I ... ' ·--__ ± -• -=1--: ;; ., ----,1 -_;_ ;_ cc , , -,1,·-=r f-----. .. .. + ·:.·.'" •. _· .:: .: : .. .-:: • • -.. ?l-4.,JlJ. ,I. •• ... 'f ... -••• -... : .. ; ."::"~"--· ...... :-::. --... __ ....... .. __ , -... -f ......... _; 13+00 14+00 15+00 16+00 -_-L-.. ~ --- -----·-·•" •• 1 ,- "-··· , ......... _ . --·~ -.... __, --_-!" l --. : .... j :..... .. 17+00 41 . j,., ... , ,, .. L .• ,. ,., ..... ,. -~":'\izr:i-~---. • ' ' -" ·:·:::::· ~ :°k: ; -_ - - .. L. ... , ... ,. ...... " .. ·•··· - - .. -. . . ---<--• Y---, .::?:S.: ~ ' ........... ~:: : .. : ·;-:-: :·. -·· • : . - - __ :. ! ...... :; " i : :~·.... I --. +-::::· --·-···········,.: ..• . .. .. .... ' .................... . ---•· . ......... ,., ···-··-·· c-·-··--····" ··--·· ........... -·-------•-. ' ·•-• •• ·:::::.~:: ·:::::.:.1 . +-------·-,,,_ ......... - -- --· --,----- - - - - - .. . ··• "'"""""''" ,. ~ • ·:.: • ··1··: --,--- a- ..•. . -:-:_1:·:. !:::·•---- ---- - _.:.....!.::.:·:--: . --. ~.::.• .. - •-" -·-< ---------j -.... _::::--~·.~._·:.·.·:.·: ...... ~.. . - . .j .... .-.L ........ , ...... . -... . ..... -l ···-··••l -~""'.": ......... 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" . -. : -. -, ........ ,--....... -t --_,_ -.... . ----. . ... • -I CONSTRUCTION NOTES SEWER NOTES CONSTRUCT 10·· V.C.P, SEWER MAIN WITH BEDDING PER I.R.W.D. STD. S-8 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER I R.W.D. STD. S-1 REMOVE EXISTING PLUG, DR. 14 15782 ~ Sheet se @~ 177 80 FEET 40 20 I I /2 0 0 40 I 2 INCHES & II-J-9Z REV. ID" PIPE FROM V.C.P. Tll P.V.C. fi'INISE. L.F". OF Ptf"e I /(7,,,,,-E'j!Zf!I M.H. STA,_, :SLOP€. { N'.-<v GRAOEc, PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEt'JER AND WATER IMPROVEMENT PLANS FOR µ:))MER I COP ROAD oe,u:m,v, 1,(-t· t 1 a,,t-NA· 5 LII\IE: "D" STA. 10+00.00 TO STA. 17+60.00 - . I DESIGNED '1,T. SCALE DATE D\IG. NO-~Ii DRAWN N./1.S. CHECKED AS SHOWN • !27\ I :::i -1- (l' O\I LOTl6 V.T.T.M. 13337 I I ' ' LOTl7 V.T.T.M. 13337 §;::=j - - STOF/',M DK'Altv L.Ar 'A·7" I I .... ,.. ,.. LIN€ .. A" -ll_ LOT 4 V.T.T.M. 13337 ow ~ --....... PROFILE HORIZ• 1•=40• VERT• 1 •=a• ~ T..i..i.i-.;;. ... -.., - I -> -\ I i:::i ~ ' "I' ·(ti oo.M isr1G \.vA ,.e R 8)' 1.1,'.W.D-• PLAN 1 ·-40' ---- LOT A V.T.T.M. 13337 / I, I, ,, ,, / I I I I I I 1/ : =I E CONST~UCTXON NOTES DOMESTIC WATER NOTES {§) CONSTRUCT FIRE HYDRANT ASSEMBLY PER 1.R.W.D STD. W-5. DR. 14 15782 .S~ LC 5/ of 177 40 20 0 40 80 FEET 1 1/2 0 1 2 INCHES 3 Inches on original dra.,lng PREPARED BY □ THE ::w.l'" l(EITH · ~"' COPWAtlIES . ~a ffl a::::t an:::EI, =tA a=,,. CA. c:;n CMGIG-C:D . ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ~t() £ cj?Z/?J ~fr{f,f,f' sr,.i. Iii (O/-t;f:1. MARK DATE DESCRIPTION REVISIOtlS SEINER AND \'✓ATER IMPROVEMENT PLANS FOR LOWER LOO~ 9J.. l I ui v1 l-n· fl IZd Al.,_ _s • STA. 20+00.00 TO STA. 31+00.00 ~D'.!::.ES~l.!'.!GN:.=E!'..D~ Ml1eia=.a===1====1 SCALE DATE DRAWN P.IA ' I CHEbKED 6-T-AS SHOWN •P• ST, IMP, STA,20+•)0,00-J0•54,12 -21C0,2JJPF• 3098 2609 27-Ap,·90 01•11 PM/ J098·J102 Q ...-'5"1i '-1.,~ "lw. .\-~7,/ \7J :f. ~ "<::) ~ f f & I" I/ ..._ ...,. .,. B ~ ~ \ -S> i ~ 1 " ,... ~I 0 3 ,t,l 0 -0 -I;) < ~ 0 6 ~ 0 ~i 0 1' Cl\ ~ ---~ - - - ~ I""=! ~ cl . ' ' -·-· ' ' • JO··oo ~ ~ ~ ~ ~ ~ ~E =I== ~ ~ * ~ N -• .... LI') • C I') ~ ' 84- E'E ~ ~ ~ ~ ' • ~ = ~ I ~ ~ E ~ ~ 8 ~ = E "':§ ~ ~ ~ ~ ~ s ~ ~ i=== ~ g E § ~ I== =i--= ~ ;cc= E RW 'ij , ' - ' ~ -----ow------ E 3 ~ F=' = ~ !'==I 3 ~ === !: 'IQ '- .... . ~ === ~ r= E' ~ === ~ IE ~ i===c =I== === § LOT 4 V.T.T.M. 13337 j 't-,.. l I N .... • .... "' • N I') I I '" I f 'l I J ---, 33-,,gg - ~ ~ r= ~ ~ ~ I'= ~ ~ ~±== ~ ~ I= g ~ E' ~ ~ @ ~ ~ ~ ~ 3 I= ~E ~ ~ ~ § ~ . ~ § ~ ~ ~ I'= ~ E ~ PROFILE H0RIZ• I "=40' VERT• 1 "=8' 0 ~ <;) 11! " 0 (l ... 0 ;. 1i) . ~ 1l) ::g "l + LI') "' E = g = l)C) :v 0\ \' --I h /1~ 10 I" " G ~T RW ' ' - -• 34+00 35•00 -----~.w------~,~------ ~--RW S7':>lfM OK,tJ1N j) LINE' "13-J•• r' I 3©61:0 ,...._ I ------------1--'-"'."T-- ·(()t -----------------,'-/ __ _ DOM£SnG WA,ER...../ BY I.RWD. I .. LOT A V.T.T.M. 13337 -- PLAN I "=40' ~ ~ ~ ~ ~ @ G . E I I I - ~ ~ ~ ~ ~ ~ ~ E" ==' E === -- . EE ~ ~ § § ~ E='I ~ ~ ~ ~ ~ i=! ~ ~ ~ E 'I § ~ § ~ E 13 ~ ~ § ~ 3 ~~ ~ E ~ = LOT 5 V.T.T.M. 13337 ,-___,::;TOFi'/VI Dl<'AIN LINE •(3'' _,, . -·RW STOKM DRAJN LJl'v-• C B-Z·• • / ow I -- G ~ ~ ~ ~ ~ I= LI') -• .... ,._ + ~ ~ ~E ~ § 39+oo ~ ~ ~ ~ E = ~ $ g ~ ~ ~ ~ I= ~ ~ ~ E§ ~ E' ~ E' ~ ~ E ~ E ~ ~ ~ ~ £E ~ ~ i=! § ~ ~ E a ~ ~a ~ ~ ~ ~ § ~ =g E § E § ~ ~ § = ~ = ~ El'= § ~ E' § § E ~ i=== ~ ~ E ~ = § § ~ ~ ~ §=I ~ ~ ~ § ~ ~ ~ i=== ~ ~ ~ ~ CONSTRUCTION NOTES DOMESTIC WATER NOTES @coNSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D STD. W-5. @coNSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST BLOCK AND BEDDING PER I.R.W.D. DWG. W-11. RECLAIMED WATER NOTES @) cONSTRUCT 4" C-900 PVC PIPE WITH CAP, THRUST ~,,B.gODING PER I.R.W.D. DWG. W-11. £@) CONSTRUCT 2" RECLAIMED WATER SERVICE' ' PER I.R.W.D. STD. W-2, USE CONNECTION la DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY, • i + 0 .... DR. 14 15782 She le f 2 ti f ii ; • I 1/ I<'=---======= '-Rl/r-.c_--:J: 1 LAr ''B-e-e,, -- DRAWN on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEWER AND WATER IMPROVEMENT PLANS FOR -LOVifER LOOP ROAD \l \l'(J)W" \-1 (ti tld-N 4 _s STA. 31•00.00 TO STA. 40+00.00 , •P• ST, IMP, STA,30+54,12·40•0D,OO -2IC0,23JPF• 3098 2610 27-Ap,-90 01 •57 PM/ 3098-3102 17 .,. rt'1? /2 ') ~ 1t_ I,-"5"<.,f / \-, I ~ 0 f 0 -:, '.5 1 J' ~ .\-C : ± ~ • ~ ~ ;z j)-i >? II' t ~ 3 ~ J 'N I a ) ..( N l V' v-~ ~ ~ /b .. ol J. -f -+ ;s, 8 ;t ' I , . 3 (/\ -::, "' ~ ~ f= ..c l 0 4 -t 0 --:, 0 p i Ll ,s:. -------~ c--.l --.. ~ -- l - LOT 5 V.T.T.M. 13337 .,._ .,._ ,,,. ,,,. ,,- ,,,. t.O~oO .,. .,. ,,,. ~EE'=~ f= 3 ~ ~ ~ 84 ' ' - ~ ~'= ~ g ~ EE LOT 8 V.T.T.M. 13337 ~ ~ ~ ~ ~ G -. ~ ' I I I ~ / RECLAIMED W4TER. 1 1BY I.R.W.D -- ------ow- LOT A V.T.T.M. 13337 e;y I.~-W.D. PROFILE HDRIZ• t •=40' VERT• I "=8' ...... I I ~ PLAN I "=40' ~ 3 ~ ~ LOT 9 V.T.T.M. 13337 . ... 'I) ... LOTl5 V.T.T.M. 13337 -...,_,._ ~ ~~!'""'" ~ 3 ~ ~ ~ E f= ~ ~ "" E El t E ~ ~ 5TOR.M DRAIN L/Nc "C'" ~---\ G~_\ ----~ • ----- ' --\ \ \ ct ~ ~ ct - -- ~ = t==$ E ~ ~ ~ ~ = cl ~ ~ ~ ~ 3 ~ 3 E ~ cl F=" § E ~ ~ ~ ~ ~ ~ ~ ~ E CONSTRUCTION NOTES DOMESTIC WATER NOTES (Bi CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D. STD. W-5. Q CONSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST ~ BLOCK AND BEDDING PER I.R.W.D. DWG. W-11. @coNSTRUCT 10" A.C.P. PIPE WITH CAP AND BEDING PER I.R.W.D. DWG. W-11. RECLAIMED WATER NOTES @ CONSTRUCT 4" C-900 PVC PIPE WITH CAP, THRUST ~--...... BLOCK AND BEDDING PER I.R.W.D. DWG. W-11. £ @coNSTRUCT 2" RECLAIMED WATER SERVICE PER I.R.W.D. STD. W-2, USE CONNECTION DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY. -• . DR. 14 15782 Sheet 59 of J?? Inches on original drawing PREPARED BY THE :llffi'"' fllSH!nlH KEITH =="'" COMPA~lES -=i~ ZOO MUii CTml, CIIITA IUAo CA• -lnU._ • ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEWER AND WATER IMPROVEMENT PLANS FOR 1::01,VSR LOOP POAD ~ t \( COIVI Hf t\ (l.c! \'J +-5 £ ADD£02'" WAT£,,,. STA. 40+00.00 TO STA. 50+00.00 ,,,.,, se!'fwc£/CoNsr No,£, / c.f,~fi/ F?EMOI/ED !;>T. 5TA, , 1 • .. ~ 1 MARK DATE DESCRIPTION ~~~~~~~~lg~o~~ /,/ !, f lJ,c:::?c_j/J./;,-, / ;"SfE T REVISIONS . -_ R,C,E-26936 '4 DESiGNED SCALE DATE O\[G. tm. J 1 DRAWN ' I CHEbKED AS SHOWN _ , •P• sr. IMP-STA,4□•qo.oo-SO•OO,OO -21[0,23JPF• 3098 2611 27-Ap,-90 01•59 PM/ 311_98-3102 • O _,--qu-, _,(. C-.. '-•• -1--cc /17, I ~ Q ! ::::= i V' ~ fl., t -¥ g ~ ~ ~ 0 i cf 'I' ~ ~ ~ -s G 1 V' ~ 1 ~ ~ ..l: ~ 0 -+ J2 0 i'-0 <::: \ ~ . ~ ..g < ~ s ~ I 'S -+ \ 0 C ~ ~ i/" cf1 ~ ~ I I ~ r- -~ . ' -- L - tee - ~ - ... .. -- - - -- - -- ------ - ' \· - --. . -----~ ,.. ,.. :r-G--- ... . a\ ,S>- ~ <C';, 1,111 :!; & ~·ts ' ~ /,-'.:! 1/"J £; ½-<' ~ irt <:" I (J)(,; . /..: . '? '\, 'j/ r -- -- -~ A\ -/- -... . N I'") + I'") II) =I ~ - ~ ~ ~ ~ ~ /G"./!5 BY OTHERS "~&f' ' - - ,I - PROFILE HORIZ• 1 •=40• VERT• 1 •=s• I I / R't=CL.AIMED WATeK" / BY 1.1?.lv.O. G RW'-'------- -------11W---:r/"'-------/ ----1......1...._"'-r--t-- ----------,LI ------r/ __ _ -vi t!OMESrtC wA,GR__./ A --BY IRW.D. LOTl5 V.T.T.M. 13337 _.STO,f'/11 DRAIN LINE= ''D'' PLAN I'") "' • Sl + " II) RW . = LOTIO V.T.T.M. 13337 w . ,., ---. ~ '\:i ~ ~ 84' - ~ ~ ' ... ... - CONSTRUCTION NOTES DOMESTIC WATER NOTES ~ ~ ~ ~ {§) CONSTRUCT FIRE HYDRANT ASSEMBLY PER '.R.W.D STD. W~--... .. -...,-------._ ~--- ;;:.._ @ CONSTRUCT 2" RECLAIMED WATER SERVI~ tr:; PER I.R.W,D. STD. W-2. USE CONNECTION -~ ) • _ DETAIL .91 SHT. 1~3 FOR C,M:L. PIPE ON1/ ---------..,_,"---, • DR. 14 15782 , Yhee1: 60 of 112 40 20 0 40 80 FEET lE=:11 /E2=::!0===:3:1 ======i2 INCHES 3 Inches on original drawing PREPARED BY •Cll THE """"'" [?7 KEITH . ,.,m, .. _ J COMPAtJJES • , .J'\ \ IGCI UP m:ut, COITA IUA, CA• t2ffl <110'40-0IOO ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEVIER AND V✓ATER IMPROVEMENT PLANS FOR LOl.'..'ER LGOP ROAD l}~l ~ ~otj/';/ AOOED c" VW11E({ 'P,l ll • Gi vi t-l-r 11 ft-.\. J\{ ' ~ l JtJ/p ? SeRVtCe '._:,... j'.£ 2/2?/!J ADDED,?" WAT'ER' STA 50+00,00 TO STA. 60+00,00 5CR\/1Cl=~ COll/5TN01ES ,,,. ~ / ~H-"'A'-"RK"-'D"-'-A"-'TE::.,_ _ _::_DE::.::SccCRc_:.l'-'PT:..:.l :::.DN:_·-1PREPARED UNDER_ //I' / !'_ • _ ;/'flt j, r-SUP ERV l SI ON OF /// _,,; • 0 -· /~ , 11'11, Jf_A REVISIONS , • ~-_-_ R,C.E,26936 DESIGNED SCALE DATE Ol!G. NO, DRAWN ' CHEtKED AS SHOWN Sr 4 0 I •P• ST, !MP. STA,50•00,00-60+00.00 -2t[0,23JPF• 3098 2612 27·Apr·90 02•02 P~ / 3098-31D2 IZ,~vt7--S ~+---;\.a/\u, . .::i;:: o' z. .-. I"' -":> ~ v l f ~ * . 5 ,....... 0 ~ ~ ~~ --¥ V' ~ ?~ . 45 ~- s ~ \ r./\ o4 "'-J ?? ~ 3 ,... ,.._ Co ~ < "5 >- JI E ~ :I, ~ -. ;. 8 -... 1 r:> 0, "} . ~ ~ ~ 0 I& p. t V' a-;; 0 ..,. ➔ 0 ~ 0 {D ') ii' &, TYPE IV (R) \ \ \ \ \ OerA11 ... B6 (ldo L.F.) ( - ---7.5' S!/JEWALK 1.~----::::; -- REVISION NO. 6 ONLY PREPARED UNDER THE SUPERVISION OF: ADNAN HINDEYEH, P.E. R.C,E. 4225 T.E.1488 DATE: 1/10/92 ...... I I D " ® [D ---. --------·-----:._. 8" SOLID WHITE STRIPE, DETAIL 38 4" DOUBLE YfLLOW STRIPE, DETAIL 22 12" SOLID WHITE STRIPE PAINTED LEGEND WHERE SHOWN ONE-WAY YELLOW REFLECTIVE MARKER DETAIL 26 • ' J A ' ~'.' ri •., · ~ R7,R7A KEEP RIGHT •• I 31 I I . ------\--X Yi 4 c -+,---==:=::::t::§:::_Y___ 8 _ ___§._Ag_Jd.NE~- r"A ____ U3 ----f-----L/3 -----+----L/3 ---- L -------------- L 50• ,r 10' 72• 6' 12' 90' 7.,• ,., w 10' O.IG' 0.62.' II' 0.17' 0.69' 12' 0.19' 0.75' tJOTE: "'~2 ""WIX)' ' .. "-~ • L L = LENGTH OF TAPER W • MAXIMUM OFFSET DISTANCE X = DISTANCE ALONG BASELINE Y __, OFFSET FROM BASELlt-·E DISTl\NC:E X , .. 20' 25" 30' 35• 40' , .. 24' 30' ,.. 42' 48' 2.2.5' 30' 37.S' .,, 52.5' 60' OFFSET y 1.41' 2.50' ,. 75' ,.oo' 6.25' 7.50' 1.55' 2.75' 4.13' 5.50' 6.88' 8.25' 1,69' 3.00' 4.50' 6.00' 7.50' 9.00' ••• so· ••• 60' 54' 60' 66' 72• 67.5' 75' 82.5' 90' 8.59' 9.38' 9.84' 10.00' 9.45' 10.31' 10.83' 11.00' 10.31' 11.25' 11.81' 12.00' TO DETERMINE OFFSET DISTANCE FDA ANY LENGTl-1 OF TAPER USE THE FORMULA v-2.2Sw(f)2 FOR THE PORTIONS AB' ANO c·o· WHICH ARE PARABOLIC CURVES. THE PORTION B'C' IS A TANGENT AND WHEN THE BASELINE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED BASELINE, B'C' IS NO LONGER A TANGENT. -- g J> --\ () ::c -.~c ·z ~::2~2===:~-;-~-====~~1,;\ rn GENERAL: ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT :,ASHION AND GLA~~ BEADED PER THE STATE OF CAU!'ORNIA TRAFFIC MANUAL , SECTION 6, AND SECTION 14 FOR "TRAFFIC SIGNS", AND STATE OF CALIFORNIA "STANDARD SPECIFICATIONS" SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE , PERFORMED UNDER THE DIRECTION OF 0.C.E.M.A. TRAFFIC ENGINEER. CD ® @ RAISED MEDIAN MARKING 3 PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE I<. MARKER,R7 OR TYPE N-1 ON TELESPAR POST AS INDICATED ON PLAN. INSTALL YELLOW REFLECTIVE PAVEMENT M/IRKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2 C.C. SPACING (MINIMUM• 5 MARKERS) PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO { OF ROADWAY. DETAIL A DR. 14 15782 Slieec tfl of 1//, 1 /2 0 2 3 lncheo on orlglnel drawing PREPARED BY THE ICE ITH COi'{? AtJ l ES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STRIPING PLANS FOR '?Q. \le al" \.\ l l l \t Cl (,I\(~ S LIDl~ ' ,.------- STA, 10+00,00 TO STA, 30+54,12 6TRIPll-16A LEFT ...,-Uf:?IJ ~CT /-,, / DESIGNED he. SCALE DATE DIIG-llD-lo DRAWN b.~. CHE KED AS SHDWH "PLN / 10•00,00 -30•54,12 -52[0,23JPF• 3098 1701 22-Sep-89 'e ---si1-r2-:, )\-.QJ..-t· 51 / \'u\ ~ 2 ,-, (SI .-,... F V' ~ f $ ~ :z .P- ~ V' t, ;' ""'\ 3 • . fi (""> C' ~ ~ 1-. 3 0 ,,,, ~ -- ~ 5 'N I <A e,11 s. td I l/'I r .. \ ----/ , . ( ' C: b" <ZJ,'{/TE t '(Dcl;::JIC.. ";!=)) \ J l .t,, j r®.Q€Tr'?IC... ':J 0 ® @ 8 ·g + ..0 0 ~,~ r id W I ~~ ({) -.J uJ :r uJ u Cf) I- <( ~ ....... ~[J3r:,Z(p --v ' " • I //<r, ,. I I J. ~~--; I I f -- r; I - '------. j '\ I -....I _/ --L _,, , ~ -l•--·,,,,,_,,__ --:.'f • :;J:l'l',, --~ -- ' z ' j i,_ -!!! ., ' IJ--:c "' ;o .,,. ·0 ~ -:c a) -t-- .,W i I I I 'I I I I J - I I I I , I F I I I I ? I I I I I I -I I %- """= ~ Vs-,....,,_ 8UG£,7<:>P 88 • A<J//()T Tr¥JFFIC -57791/0/(()G • fJ/9190(fJ5 f:J/(},C) <..c<SeV05 t<J5 ((}O?c:0. IIJ5Tf0(.(.. !?fJl6c:O ,.cy.:J(/c~rf..JT (17f:Jl?KE'l'?..5 /Ccl"? Cf:KTl?f:Jrf..JS 5Tl"?ll°ltUG CE.Tf:Jl<...S . /(OSlKJ((. S/C5/U(S) f:J((),O /Or::YST. (GW€~ /CQ55/13<...E: /tU-STtO((_ -S/GtUS QIU 11'o S77W=€T C./GHT /00(.E . • 0·'-<"=,._~,,.._,...........__._., / -~~----......,,,,,---..... ....-...--------,,~ ... .,.-..,,""'--~~-w~ /j, ( @ /,<./STALL G' C#A/N L~..UH P.SM:::'€ OR TYPE .l'ff .8ARR/CAPES OR ALT£R/4/A72= ""--AS OIRa:::-re.o .BY 0::-eMA. INSTALL CZ A,<./D GP'EC~L GEN 1'A'(,,VOAR/<:OW,) . ._._ __,J......__,,,,_""-iOSX-_.....,.....,_A.... __________ ½• --~~~ .... ~--~~~,,~~-. " 5'-5tD€4cJ,<)C/f (TVA) 0 0 . 8 di ~ ~ . ~ ({) llJ 2 -, __J I u ~ 2: .. . . . - . ' I I I I I I I -- @0€TAIC.. c',$ -® <o" WHIT€ .. EXIS'TING D€T"1/C. cc ®C£.Tt<JIC. , Nllll ISO' STO/f'At.£ EX/STING DETAIL 38 .. 9 - soum t...OOP RD. - -I I I I PER ~c KE/771 CO. PLA'A/$. - '· - ' -I , - Rt . . ?\J • y .. -"' -., ----½ -,, -- " -,15_ • "' ~ -:c 'efj ;.. --- ----·--(,./ ' BG' ~..,_~ CO..VGTRtlCT/0,</ CK Le??erc= VG'h"ICLGS Aff.l'i"'OW OA/ • 2 c,, "S/'r/P W#/7E { c;e'T,;4/L .3':'::'A;) ONLY ~ 0 --0 -- 0 0 + co -----. - ~ I[) uJ ---z -.J I u ----~ ~ --'\ s \.9 ~I I-'W ' w z w -I _J (/) ----f----ji-------+---+--o'---------t"---~tt=-------,--------------..;"-;,·-++-+-----1 1, :r w Uw ~ (/) :;; ' .._..,,~,,, - ®,Q€TA((, 9 B' 5rO€:CDA<..H. (T-,'P.) DR. 14 15782 ..,Sht:ec 62 of ii 7 - PREPARED UNDEI! THE SUPEl!VISION OF /~~ DA TE 4 -17-,!:J HILIIEl!T WILLIAM DICKSON l!.C.~. No. 19417 p----------------------------------,r--r--r-------------,---,---v------------rr---------------------;;-------=='.' APPROVEO T~AfflL Slb~ING ~ STRl~ING rlA~ 4E~--5 I TRAFFIC ENGINEERING ~ lierman CONSUL TAN TS ~ kimmel and Associates 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 (714) 852-8616 7= 66·04 DATE A STRIP/1..G RecV/.GIO,<.i ;'DR UL.TIM"l?E 7l/RcX,/;;;f-l 7HE /,<l?ErSL=r:770.V .SH TV;<;>;V rOCr<cT c'LIMINA770,U BY DESCRIPTION, REVISIONS Pell LAN ~Ill ROAD ~7 1 OF -..P:::s:t:---I RC E NO DATE FIELD BOOK SCALE i APP1D. DATE DESIGNED DRAWN CHECKED DATE ,,, § ?;y iJ ~ t~ S- ~ ,.,, ~ 5 ~ .(l-v 0 ~ 1' J ~ ~ ~ ► ) ~ ---~ ~ -· . N - (\J - ¢ I.() + 0 • ... "' • 0 "' I.() t0 "' s;j" • "' . <( 0 1--z Cl) I-'° WW"' Wz :c-(/) -1 w:c wu en~ ~ ..... .. ., ' ' ··, '\.-------------------------------------\ -- .... \ PLAt:E CCJf...1$-rR1UC77aA.I -r.E'AFFIC DS-1/'..JEA~ ~ -,, (ac,,'AA1/J. !-le!Gttr) AT es' o.c OIL//,JE,4-n:::,,as Bl--ltlLL ~ \ E3E //..JT'ERI--JALLY ILLUMI/..JATEO OR Pl'E!OVIDeO \ wrn-1 13" ReF'LECTIVC SILVeR-V\/1--ilTE ,SL.eevee ·\-Pe'/.? CAL -rR4/JS T1'?AFFIC MA..JUAI.... \ ---...-.....--...__...,,.... ~ ----~---• -------------..~ '--._ --,,___ ~__...,,.-._..,,... ____ _______ id ,. \ N ... • ... "' + N "' --------= .. .. 7. 5• S!IJ£WALK r \ \ '\ \~ ~ ,,,,_0..__ 150' \ ' \ I II I II II I -· \ ; I \ REVISION NO. 6 ONLY -· PREPARED UNDER THE SUPERVISION OF: • ADNAN HINDEYEH, P.E. R.C.E. 4225 T.E.1488 DATE 1/10/92 \ • • SIGNING AND STRIPING SHALL CONFORM_TOLATEST CALTRANS TRAFFIC M~ THESE PLANS AND THE SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS " -8 SOLID WHITE STRIPE, DETAIL 38 A20 (A-C) AND A24 (A-D) FOR STRIPING DETAILS, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. 50' • • • • 'ii w -----1..._,z J r ~ ~ .. GENERAL: ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION AND GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND SECTION 14, FOR "TRAFFIC SIGNS", AND STATE OF CALI FORNI A "STANDARD SPECIFICATIONS'; SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF O.C.E.M.A. TRAFFIC ENGINEER. \ 4" DOUBLE YELLOW STRIPE, DETAIL 22 12°' SOLID WHITE STRIPE ID ONE-WAY YELLOW REFLECTIVE MARKER DETAIL. 26 ' • a-~~,~•••------------~ 0··•· INSTALL NEW SIGN(S) AND POST. NEW POST SHALL BE 4" x 4" \ REDWOOD POST. SIGN SIZE SHALL BE CALTRANS STANDARD '-, \£ ffi 0 SIZE UNLESS NOTED OTHERWISE. \ PAINT ARROW OR LEGEND AS NOTED. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SIGNS, BARRICADES, DELINEATORS AND OTHER NECESSARY FACILITIES FOR THE PROTECTION OF THE PUBLIC. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION TRAFFIC CONTROL AND TEMPORARY SIGNING UPON COMPLETION OF CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. CD ® ® RAISED MEDIAN MARKING PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE K MARKER.R7 RIO OR TYPE N·I ON TELESPAR POSTF'ER O.C.E,M.A. STD. 1409. INSTALL YELLOW REFLECTIVE PAVEMENT MflRKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2 C.C. SPACING (MINIMUM• 5 MARKERS) PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO { OF ROADWAY. DETAIL A DR, 14 15782 • street 63 £ J 77 1 /2 0 2 orlglnel drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC SIGNING 8 STRIPING PLANS FOR UL rtMAi'E SISNfJJG If ST'RIFli.Je.0DWY. G-rA. f Q. \ 'i. (9.IJ\ ~ ~, ~ ~\ c1,-5 OTA, 30+54,12 TO OTA, 50+00,00 ~ ,CX) ; TEMP. '3/5@ DWY. 61;,I. 41+= i'M~A~RK~DA~T~E~-~DE=S~C_RI~P_TI_O_N_.,--1_ ~~~~~~igI g~o_5~ j//, . ~/'~. ~.J._ :ij _,{,_,,,.{, SiET REVISIONS DESIGNED be. SCALE DATE Dl!G. tlO. DRAWN h.,e. CHE KED AS SHOWN -7 •P• STRIPING PLN / 30+54,12 -50+00,00 -52[0,23JPF• 3098 1702 22-Sep-89 12•55 PM/ 3098-999 T'i p. / L/ ~ I ~ '? 4. :2,.., e-S?J '-1 ?~ c.., C::. 'NJn ,1--"'q / \ 7 .I I 0 1-~ E ;:::; j v .,0 C ~ ~ ~ 1'" ~ ,.., ~ 'Z (l' J, 'i' i\' \J' 1? -:r ~ ~ p j - I A ------------ ll _..,j/[=:::::=:=::::::==---/ SC!\LEt t• • 40' ~c -; "4A~ ~e: .... ' 'C(e.Jk --~ "' "' --·--"' .. .. .. .. . ' GENERAL: ALL PAVEMENT MARl(INGS SHALL BE APPLIED If! TWO COAT FASHION AND GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION. 6, AND SECTION 14, FOR "TRAFFIC SIGNS", AND STATE OF CALIFORNIA "STANDARD SPECIFICATIONS'; SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF 0.C.E.M.A. TRAFFIC ENGINEER. 8" SOLID WHITE STRIPE, DETAIL 38 4" DOUBLE YELLOW STRIPE, DETAIL 22 12" SOLID WHITE STRIPE PAINTED LEGEND WHERE SHOWN .® ;;;ID---;;;ID. ONE-WAY YELLOW REFLECTIVE MARKER DETAIL 26 ® CD ® ® KEEP RIGHT R7,R7A RAISED MARKING PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE 1RAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE K MARKER, R7, RIO OR TYPE N·I ON TELESPAR POST PER 0.C.E.M.A. STD. 1409, INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2° C .C. SPACING (MINIMUM' 5 MARKERS) PLACE REFLECTIVE SURF.ICE OF MARKERS PARALLEL TO IE. OF ROADWAY. 1/2 Inches DETAIL A DR. 14 15782 S¾oet Gr; Of 1,} 0 2 on orlglnol dron!ng ORANGE COUtf!'Y ENVIRONMENTAL MANAGEMENT AGENCY STRIPl~G PLA~S fOR L-1RHU!l~:-IJ--ff\llRH?'-"k7'f17ll'L'\1nl fQ \\'<o. II\ Hi I l (lo cI\.l d 5 OTA, S0+00,00 TO OTA, 00+01,47 ~A.'!~ ~ATE ,ESCRIPT!0ll REVISiotlS •P• STRIPIHG PLII / 50+00,00 -68+91,47 -52C0,23lPF• 3098 1703 /'{,, IS 7& v · i~i"f2--s 22-Sop-89 01•00 PM/ 3098-9991 .DR. <; \,\9..l -t-<o,o/) i ) 6' c:: .,l) - I II II I \ ll c;,<J> . \\ \ • "' "'"' \\ \ \ \\ ;'Cl ... ~ ,:,; \\ \ \J\- ', \\ ",... »-,. -"' \\ ~ ~.,.. \ \\ \\ \ . . ,i \\ \ \\ ------,----~~::::-----------:::: --~ . . H 82+00 --=-;· 83+00 ---------- C, ,... II). • .,. 0 • -0 -"' .. ~ ;' • V -I'- <:;I-fa C, + . C\I -"" ?.6' SIDEWALK -------------------1---i---:--D L_ Z5' I TY? , 75+!lll rti+ou ~-.. , ·-----70+00 71+00 72+00 ----~====----------- .• -- GENERAL: i.(J ~ -.J iS J-.:. ~ ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION AND GLASS BEADED PER THE ST.~TE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND ·sECTION 14, FOR "TRAFFIC SIGNS", AND STATE OF CALIFORNIA "STANDARD SPECIFICATIONS'; SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF O.C.E.M.A. TRAFFIC ENGINEER. DR, 1415782 lShe@t 63 cf 777 8"' SOLID WHITE STRIPE, DETAIL 38 4" DOUBLE YELLOW STRIPE, DETAIL 22 ·1z'' SOLID WHITE STRIPE 4" DOUBLE '.'ELLOW DE}AIL 29 I .• 111 ONE-WAY YELLOW REFLECTIVE MARKER DETAIL 26 12" SOLID YELLOW STRIPE ® ~ R7,R7A l(EEP RIGHT RAISED MEDIAN MARKING ® 3 C PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE K MARKER R7 RIO OR TYPE N·l ON TELESPAR POST PER O.C.E.M.A. STD. 1409, INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT z' C .C. SPACING (MINIMUM· 5 MARKERS) PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO iE_ OF ROADWAY. DETAIL A 1 /2 0 2 Jnchoo on original drawing ORANGE cout~TY ENVIRONMENTAL MANAGEMENT-AGENCY STRiPi~G PLA~S FOR l. '7 ll \i c..a. "'-\.\, \ 1 -q_ 0 IN C\ S OTA, OO+Ot,47 TO CO+OD,OD HARK DATE DESCRIPTIOII PREPARED UtlDER /✓ SUPERVISIOll OF 1/'/. REVISIO:JS WILL A DESIGIIED SCALE DATE DRAl!ll_~·-CHE KED AS SHOl/ll T U •P• STRIPitlG PLU / 68+9'1 .47 -BB+00.00 -52[0,23JPF• 3098 1704 22-Sop-89 01 • 13 PH / 3090-999 ..5 7 <:/ )-. • . .. R,-~'--€2=,-5 ')~-\-Le\/\ 1i t f s ,-;:: ? v ' 4-~; s z ~ t ,f' 0 If' 't' Q !~ 1 Y, ~ ~ \ ~ ...c N I V ~ f 5. :.i- ,,... -9, ...0 -J ..c --l -0 I ? ~ I/" ~ -I' 8 -<:. I 0 . . /!! . . . ~-1( . . 0 • ~. f:;; . . . .,_ '• co ~ 8l ~ 0) "o, ~ ;:'!--... ~" • ' Q Cl) ~ -+ -If> lJ.J oo -0 ~ -< ~ . --I ----._/ t---==--ss .. oo . # ~ ----,..:. 100 .. 00 'x ----. . . ~ IOl+oo //0 ... --_ .. 1 OG+OO .. -~""" ----• 105+00 102+00 ... -.... ·~"~ 103+00 104+00 j -------- --;;;;;;;t:::--_ --~~~--------._, J --- --- .. . ~ • "' 0 + .... Q - . ~w0 ~ .. . . . 101+00 --- --- . ' ~ ~ () :t: 'r-tf) --::'.,z ~ -- ,., ' {'Ii (J') .. . -- o_ -• :l'., • "',os,~ rt' 0 -- -'y' 1 • --,i -I- 0 0 \ 0 0 -,.. QJ 0) ;:! Cl) .. DR. ® GENERAL: 4" DOUBLE YELLOW STRIPE, DETAIL 22 • DR, 14 15782 Sheet Gd Of 171 ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION AND GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND SECTION 14, FOR "TRAFFIC SIGNS", AND STATE OF CALIFORNIA "STANDARD SPECIFICATIONS'; SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF O.C.E.M.A. TRAFFIC ENGINEER. 1 1 /2 0 2 QfESSl 3 lnchoo on original dra~lng E. W,y<': •. ~ ~ LIC.#41243 EXP.3-31-"I I '-?J-, CIVI\. · c OF C/1.\.~ ~ ~ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STRIPltJG PLAtJS FOR qt\\ UXV' \-\ ( \ '-1,c:\. ts..l o S, OTA, C~CD,CD 10 OTA, tC:J,1-a,.a, lf'H'"A""RK;;.,.:;;DA;.;.;T-=E..____.:;.DE::;S;.;;C;.;.Rl;.;.P..:..Tl:.:O"'ll---a~~~~~Yg1~lj05~ «£ REVISIDilS WILL A l~D~E~Sl~G~llE~D,=h=~'l=;===!=====-11 SCALE DATE • • DRAl/ll h-,. CHE KEO AS SHOl/11 •P• STRIPIHG Plll / 88+00 -108+00 -52C0,23JPF• 3098 1705 22-Sop-89 01•19 PM/ 3098-9991 ':> Nl-l --1r 1..t. Z. / rz_ l l ?. ~· J~ C .Y ~± G ~ i ;z (} i\' J--r >? (/' ~ 2' ~ 1 ~ X A •• YI. 4 _ ~_g__J:!_NE=:::-,.._____ • I I I ~ I D I I ------l C 0 1-----L/3 ___ __,_ ____ LJ3 -------+----e/3 ----1 !--------------L ---------~---°" L 60" •• 10' !Z' •• 12' 90' T.!5' i,•" w ,o· 0.16' 0.62' 11' 0.17' 0.69' , .. 0.19' 0.7!5' tJOTE: ,.. , .. ZZ.!5' Y=2.25W(~)• L = LENGTH OF TAPER W = MAXIMUM OFFSET DISTANCE X = DISTANCE ALONG BASELINE Y =< OFFSET FROM BASELif.'E DISTANCE X .. ZO' ,.. 30' '3!5' 40' 24' 30° 36' 42' ••• 30' 37.!5' ... 52.!5' 60' OFFSET y 1.41' 2.!50' 3, 7!5' !5-00' 6.2!5' 7,!50' l.!55' Z.75' 4.13' 5.50' 6.88' 8.25' 1.69' 3.00' 4.!50' 6.00' 1.,0· 9.00' . ••• 00' ••• 60' ••• 60' 66' 72' 67.!5' 75' 82.5' 9o· 8.!59' 9.38' 9.84' 10.00" 9.45' 10.31' 10.83' 11.00' 10.31' 11.2!5' II.Bl' 12.00' TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA y .. z.zsw(!.)2 FOR THE PORTIONS AB' AND c·o· WHICH ARE PARABOLIC CURVES. THE PORTION B'C' IS A TANGENT. L WHEN THE BASELINE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED BASELINE, ANO B'C' 1S NO LONGER A, TANGENT. --,..=~------- -- 111 00 GENERAL: -- 8" SOLID WHITE STRIPE, DETAIL 38 4" DOUBLE YELLOW STRIPE, DETAIL 22 12" SOLID WHITE STRIPE PAINTED LEGEND WHERE SHOWN ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION AND GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND,, SECTION 14, FOR "TRAFFIC,, SIGNS", AND STATE OF CALIFORNIA STANDARD SPECIFICATIONS, SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF O.C.E.M.A. TRAFFIC ENGINEER. .. \ \ \ \ \ \ ~ • ~ ' • - ~ I .. -- Q ~ ll::: 1/2 DR. 14 15782 ,Sheet 67 of I 77 0 1 2 3 lnchoo on original drofflng ORAtlGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STftlPl~G PLA~S FO~ qll. \\"Co(V' \iil\ \l,11. 01A, f0~00,00 TO OTA, ff!»44,0i MARK DATE DESCRIPTIOU PREPARED UtlDER / // /. ,, / . // ,, a,.:..:===.1....=...::.:===::!"'---ISUPERVIS!Oll OF '//,,/./,>,,,. ... '7° //j' (:(//~ ~i'T REVISiotlS W 5 DESIGllED SCALE DATE DHG. fJO. 0 DRAlffl_ CHE KEO AS SHOlffl I 7 '10U9 -52C0,23JPF• 3098 1706 22-Sop-89 01•19 PM/ 3098-999 ~ -~? -$ s~-\--\.Q ::>/\ -z. J ~ ~ i 6 l.)) / (:;::\W54 v«JBO Wlrz" tVfflTc CHcC/RQ'U ~ (50' C-C) •• ® 4 • aJflfTE @ I? 6/ ------- FOi? (S€tUE/9fJ(_ l()QTES t<JtUt:J ,0€T/QILS ..S€€ SHcET 88 R6/ ---- ---- '. ..i_ <¾o - ~ -r~ '"' --- e,' 610=.CLJA<.M (TYA) C:, 6"6h'IP CLW/Tc (D€7?1N .. 39,q) · 5' 5IC£(L),::)U( (TYR) ' i ~ ~ -= ' cf" = <---, ~ 1 -- .S(GtUIOL f0,'{6<JJ re) {50' c--c) ? - e. 6" CLJH/Tc. (DETA/L :S'T) ® O<ZT.9/L 9 ® <.=," CLJli/TE. '1 0 37 -------- ---- -............. -............. 4e," ~ f7 0 !?6/ LEFT TVRN ONLV (so'c--c) RIGHT TURN ONLY (SO' C'--C} ...__...__ ...__...__ ............. -........... ............. . 7 END DE77l/L "1 ) 8EGIN OeT,4/L. 3'7 (.cO ,.OO ...__...__ ...__...__ _...__...__ '--...__ '-...,_ ' '----... '--...__ ~ 0 ® Pt:JltUT Tl"?IOFFIC ..ST/9/Plrf.JG , /01"?/'?0CLJS t'Q/U,O LEGEIUOS l'OS rUOTEO. /tUSTIOC.C.. /?fJ/S€,O pt<)(/E/YJ€tUT (??,<lt?h'c/95 P€,? Ct:::J(.T/?f:)(T.)5 ,5779//0/tUG .OcTIO/~ ... s . ,,, ,,-~ ®RBI. REJ.1 B @ /tUSTiCJC.C. S/GtU (6) t<JtV,O /OOST. (Of{€19€ /OOSS/6(.£ 1/CJSTIOCL... SIG/US OIU 5Tl'rt=ET LIGHT PO(_€ • s 8 + (() - 5S/De:t:.YJ(.IJ' /TYR) ©D[TlJIL:f @)-R8I t ...._ rrl <>.: ,8' 42' ::,.. ,__ ~ "' f ...__ s:.,g ""1 @J ID. (JJ Q 0 I() ru ' ~ 42' 8' NEWPORT COAST. DRIVE ' ,., "" , •• ,.. CJ ...../, Q h. ~,•-··-·•~='.,.,. •• ,, •• ,,_-_ _.,,, /§«:;z§Ji!;;g: /J tl 6)@-r..__/·· .,,.._,~ . ~ i/4/J. i!J4. /6 IC. V2 u ? ·v~-.. (i!i!B!i.'[/JF.JIC. • ll/llll6.'i6IC:'lz"f.F. ----=-.c=· '---+--...L 7Y, "[.f l5 •//':/ B[R LI .9a·ao·aa" R.J5.0D' L = !i4. q8' T. J5.0D' Llti! 2n.zr;rc. 7"[.F. f.[R. lll.{1 I[ •"lf. 1/4!1 i!i!7.6B If. [;Yz"[F. B[fl i!Jf.i!BIC./ 6"[F. (i!J5.0 J T.[ 8 "[.F. l7•flf £.C.R. /J.Ji! i!33.ID re. LI, ga•oa·an" T'C.F. R, Jiflll' /J./4 l3l. ID I[ L , 'i4. IJ8' {1/2"[.F. T,J5.DD' <l) fl" 'iDLID WN/Tf ( LO[OTION TRIJNSIT/ON FROM Ae-6 70 Af-8 CURB PEil 0.[.£.MJJ. 5TD. 141/iJ 9 s " 0 / ' '- ·-· ,, _., \..,. • , R TB CR @qETI/IL 35---...., TYffIY(RJ : ··:· \ \ -~"/ I_/ ,_ _, (i)R81>R818-~ @DETAIL 39A R~ ◄ --, (\j -TYl'EIJl(L) Z 2 ,OcTt<:J/C. ·:a" --t---, 4 ~ Ill 2 Q)Rl8CRT) @,oc:TtQI(. c6 (i)TYPEIYCRJ 551~1'..11' (TYP ,> r· 5'0'CTYP.J . / , .c:....:..::....:..:....:..:.~=i /7.(LJ ~ 14' Z DETAIL 3/J i::: . . <l)rtf[ !If(R J ~ " / 0Rt8-CRTJ .....,~ ' ~ ~...., ~ 8' 'qf; "-" 9-...: L...i" ~~ llfi.J[J F.5. REVISION NO. 6 ONLY ' '.' ,::::s::i r:-<ll --1> ·~ ...-,;' t----+-.~---_-cec-~---=----=----::..-::,--::..--.::.~--+---··_·-_-__ ··~· :~---------t---+---+--------------------- ,.l----~"""'~:=:::7---K-[ LAN[-• 1?8/ Z fl"5DUD W/.1/T[ UO[I/T/DN P[R D.C.f.M.A. 5TD. 14![ J Z TYPfIJ/'(LJ . •. 41' 8' > i!i!7.'iD 4" 5DLID WI-HT[ DETI/IL 38 "-----,----1,.l DETI/IL 2Z i!i!Z I 0 f.5. F.5. ,> e,' -5l0€CQ<9C.h' (ryp) @,DETAlL TJ I ,> @D£TAfL3'f. 0 0 . Ii' 8 '(I) -+ -i - ~ -- ·.n • t:\l\ -~ .,,., ~~ ff lf) I- ·.n 'W uJ uJ ' "' 2 :I -(/) -.J ·co :I uJ " u uJ ' r: (/) <( ~ w ~ ' .JI Iii I\) ' ~ ~R.. 14 15782 ,> =ct Cc - ·-~1 1J I , PJE~AllED UNDEll THE SUPEllVISIO~ OF ~,ae_~ DATE 5--26'89 HILDEllT WILLIAM DICltSON 11,C.E. No. 19417 TRAFFIC ENGINEERING PREPARED LINDE~ THE SUPERVISION OF:t-;;::--7'~-=-~--/ ~--.------------. ---, --r----,----,--------,----.----v--APP-ROV--ED----v------i R-Af-fl-L -~1-ohl-lN-u -(-.. ~-1R-I ~-I NG-~l-~-N --.,-I .--s H-E E-_ ----1 ADNAN ""'''"' "· . it]~ 'li'qbert "Bei'!; w,1/iam"Ftost (& c:5'Jssociates Ji,, :::;;;::; ••H:::.-:0 =sc=,L_E-_-~dimf Cri;sf DRIQ ~ 1-1erman CONSULTANTS ~ kimmel and Associates· 3300 IAVINE AVENUE, SUITE 180, NEWPORT BEACH. CA 92660 . (714) 852-8616 ?'c.:t:)06@ 6&04 R.C.E. 4225 .fl I o•s1GNEJ o-••' '·"·•-.. /•, •• • / ! DATE: 1/10/92 DATE B• DE SCRIPT CN APP0'D, DATE -----I T.E.1488 " ). REVISIONS --1:scc,cc ca-, I F .__ ___ _,;...;__ _________________________ .._ ______ .;._ _____ -1 ....... ---------------,----------------------------.--------------.;._-----..... ----,.,.::----------""",--------.. --=--·------'-----------'/ J)fL, ]Lj JS?~~ !l-S3~Z.-S S'N.l-t-1b'1/\1,\ . f -;2 ;f. s t 1 ~ ~ ,I-t G 0 • ~ 73 & J),. 'JI V' % ~~~ 1 ~ ~ \ @DE mrc. eG 0 if! :9 lJJ " ' 88 @ /Cl<JIICJT 779,<JFFIC ST/91/0/rVG ·, f::J1919C)CL.J::s fJrV,O (_€G€tUOS fJ.S tCJ07cO. lrUST,<JCC.. A¼<)~,() /0/Q(/E(i?cr()T ~19h'cr'?.S /0€1'? Cf::J(T/9/'J/US 5T/9I/OIIUG iOETr<JIC.S . @ l(()5TKJ(_C SIG!U(-5) fJtOD /00:ST. <DHB?E /0055/,5(_€ rtU5mcc.. BltSrU.S OtU e. G" «.JHITE {DETAIL 39) c. D€Tf'JIC. 0 \ ~ BUS STOP @ 7YrE .zy r1. @cv W.L-1/TE-~ ( £E7'AIL 38) SP'EC/AL S/G,V 'A" {RT. ARROW) (:}) u IQ ..., - . - /75' :::.--~-ii:, / •-......... T ., --•-••-•.4,,,,,__...,,.,,, ,r--, .. ,}i!~ ~I.J;:?C.E • ------~'-'\-••>•·'•'"<· _.,.....---..,,,, .. ,__,,.~., -~·-'v'-""'"-.,,,..,, C© /1./-;;T,LJ.LL G' CHA/,</ L/,<./f< .A=,<./Cc: OR 7YA= .zlZ 8LIRR/CAL'.A=S OR AL72:'RNA7c _)·"-AS OtR'cCTE=O e,y c:ceMA CONSTR'uC770,.V /,</£PEC70R. /;VSTALL. CZ' , AN'D SrEC/,LlL SIGN ''A" ( /JO ARROW) '"· ,.___ ',i'-51=o,qU( {Tyl"'/) -~-..-""'"" Sl""ECIAL G/G/✓ 'A" 31---~ ( LT. AK.ROW) SrECIAL 8/GIJ "A" 3 1--~ ( ,RT. AR.A;OW.) I -----l "' .r I ,. ~ • PREPARED UNDER THE SUPERVISION OF 1),11J1,)J,L.,."?:,..,;-,,.. DATE • 5-26-8~ HILIIEllT WILLIAM DICKSON R.C.E. No. 19417 TRAFFIC ENGINEERING ,ii"\ Merman coNsuL TANTs ~ kimmel and Associates 3300 IRVINE AVENUE, SUITE 1 BO, NEWPORT BEACH. CA 92660 \714) 852-8616 • 70C0'38 66·04 ---- .. ----- REVISION NO. 6 ONLY PREPARED UNDER THE SUPERVISION OF: ADNAN HINDEYEH, P.E. R.C.E. 4225 T.E. 1488 DATE: 1/10/92 -__, --- .,3c;; II ONLY' ---------- P/REC7'/0,V o,= AR~t-V AS ,</OTE.O ~'q[ji CJ>obea "Bein ,'Wil/iam"Fiost c& c!;ll.~ciates ~ g .. ~ .~(, . ' . Zl DATE BY . -/ ; -- - -DESCRIPTiON REVISIONS t---© TYPc .JY ( Rt-----~ • .. 2 l~ •5• .r-c -~=--==~~=~~L~t~---=-~-~j-§~S~Z-~:-/J~✓~ I -r---..._,_ --~ ' --\) ii \l --i:?s-, -- 3 /?81 z 7YP[[Jf'(L) Rw - ®OET!vl(... '? IZ" Wll!7E R/0(,<?7'), TVPG';« iD ® b .. «JNITE B'-5!,0EW,QUt' (TyA APPROVED -- DR, 14 15782 Sheet 6:9 of l:7? 0 0 8 +- ----~ 0 ---- i~/ /--. lU /JJ 2 !# J (/) :r (Jj f! IJj <:( ~ TRA~llC SIGNING f STRI~ PLAN (afflT COAST DRIVE RCE NO---- OATE ____ _ FIELD BOOK SCALE "- APP'□. DATE DESIGNED DRAWN CHECKED '· SHEET 'N \ ·,lf', I oll ,£. ,-_) If' .-1 --r 2 f. p E ' ,-5 (' .!( -J'. ~ i ,--.. C ._j p ~ ;, ~ ~ ~- J ,tJ 9' ) G ~ ~ - / STATI0.4 cu. EltC. YDS. · Fll.L "' "~ ··\ . . . .. -b \ ~- ~~ ~ -" ~ ~- ~ ~220 ----~~ ~. • I I I I I \ "' -<:, \ 9 ~ ·~ • 'I ~, ~ ~ "' ,., <::, \ \ I -, I! ' ' \ \ ~ ~ "" ""' 0 \ \ \\ ' \ \ \ \ \ ✓,--~r ·t1/ ' \ \ ~ 0'-0" DR. 14 15782 /RRIGA,tO,-.J AS-E3LJ1t.. ,6 ffi IIV/t fZEDUNE. #lo £ z/ZZ/JJ CHAN&ED AIO,E j\, 8 qo D iJo1E ,. il STATION EltC. cu. Fll.L Ym. ORAtlGE COUtJTY ENVIROtlMEtlTAL MAtlAGEMENT AGENCY IRRIG.O.TION PLANS STA,10+00.00 TO STA.20+00.00 (!!D:,::ES,,_,1,:::Gf!!:IE~D =o,=,1:=,=;====='-11 SCALE DATE Dt;S. tlD. 9F\ DRAIIII 8,G, CHECKED AS SHOl!II J'p.7\f ).1C' , P• R0tlGH GRADE/SHL 3/L. L. RD. I 40 SC. • 52C 0_. 23 JPF• 3098 176 24-.M, y-89 10_• 23 AM / .3098-51 02 -DR .• ''1-~ 157-g ~ \2--s-8--vi-> ~,\--~lO/\?,i f 1 k e ~ () ,, 1 0 .,\- 8 ) 1 l\l 0 ,t i :f C 1.: i J ~ i . i ~ ~ .e- v' G 1' , i ~ 7 ~ 1--:1 I \~ )~ N \ \f I-} ,< .,; ,,. 1 ~ ~ ,<) 9 t STATION CU. EXC. YDS. ·FILL· I I \\ \ \ ..., 9 I / / 42 1 \ \ ~ ------ fl:::, 11/;qz f2eDl/NE. #/IS & i i[~o H'(t)po;uc, }Jo e: l ·, '"1,.- IRRIGATION PLANS'· STATIO:-J EXC. cu.· FILL VD2. STA,20+00.00 TO STA,30+54.12 11ARK DATE DESCRIPT!Oll PREPARED UllDER. V REVJSJO:Js SUPEHYISIOfl OF --...,.,R=.c ..... E.--.--1 1-=D::::ES:.:..,IG::::flE::::.D=,=8£..._====-II SCALE DATE oes. rm. \ 9~_ . DRAl!ll DG. CHECKED AS SHOl!ll ~ .. rv . •P• ROUGH G'RADE/SHT 0 4/L 0 L 0 RD./40 SC. -S2C0.23JPFs 3098 177 24-N11y-89 03•56 PM / 30f,S-5102 . ... V fil.. fq, IS'" "l_ '1 't/o e-~°'61.(?-<"::> ")~,.\-h7/ \7,\ ... .. - .. STATIO;\l cu. E)(C. YOS. ·FILL· \ \ ) I 4 .,. I . / / 'o , s (' I / CONTilOLLER 'C' LOCATION. ISC-3 ALL MOUNT CONTROLLER IN AV AN DAL PROOF ENCLOSURE SEE DETAIL\)'. FINALLOC_B.TION TO BE APPROVED BY THE LANDSCAPE ARCf'.IITECT. COORDINATE THE 1 C POWER TO THIS LOCATION AND MAKE THE FINAL OOK-UP. !55 /RRIGAT/0/J "AS.BUIL T6" ----,.______. ;.;I t..D. 1/1/42 f?EDL!NE #1'6 \ IRRIGATION PLANS- STATION E)(C. CU. FILL YOO • timtfli:--@--+-A~~ifi'ArJ~ ~l \ \(O..'(\. \,Ii Ii fl..!. , STA.30+54.12 TO STA-42+00,00 ' . DRAllll B-R-6. CHECKED AS SHOllil ,2 ~/(1GRA°}';j"::/·L·1~?i·i.o,2JJP~:~;~;;4·M~t15~{/\{Y8•5102: "i'l 1 ~ ~ N \ \[' ~ 0l ~ g lil ,. ..c 1 . rJ ~ I .JO ~ 9 1 ✓ i • cu. E>tC. VOS.· FILL -- >Y cO 0\ l:. ---Iv \ l> C C \ J)l2. fl/-IS 7 8 V STATION .E>tC. CU. _ . FILL YOO • IR'!RIGAT'IO,.J __ •115 /.3UILTS" __ /A 1/i/ai {2£{){.( NE. #Ill LJ':, &[~9° 1-\YD!?DSEW WO _ HARK DATE DESCRIPTID!l ftEVISIO~JS '--- \ ~s~·.Bt -~ ra~ " l --• 1803 • * u/1fr-{~ r CAtlf PREPARED BY THIE =i!ir mE 1 TM -='i3!2, ~~~~~! .. =~~ ORAtJGE COUtJTY EtJV I ROtJMEtJT AL MAtJAGEMEtJT AGEtJCY IRRIGATION PLANS STA-42+00.00 TO STA-51+00.00 SUPERVIS!Oll OF ---=-=----1 R,C.E. _ PREPARED UllDER. ~~VIET DES I GtlED SCALE DATE D~. -rm-. l~=~==r====-ll I . DRA\lll • CHECKED AS SHD!m •P• ROUGH GRADE/SHT,6/L,L,RD,/40 SC. C 52[0,23JPF• 3098 179 24-M,,-89 04•28 PM/ 098-5102 \'Z.-~'12 b "','mk c.9__<t/\ Z,/ 0 -;;;::. ;f 0 1 • a ~ ~ ~ I/' ~ C (.l -r ~ ¼. ~ . 3 i::: p + 0 ,/' ,, -t V' f5 0 l ~ "I -. 1 G '5 STATION 52 +00 53 +00 54t00 55+00 56-t00 57+00 58 +00 59+00 60+00 61 +00 STATION CU. EXC. 33954 46359 26020 6413 17 1327 2156 845 0 2929 EXC. CU. YDS:., f".IL'E '¾~ 0 0 0 6798 17308 12971 3442 11416 16965 7553 FILL YDS. \ \ I i ·, 2 i """" r C p I/' "'" 1 Ji ,... ..f 8 ' v" J p ~ 0 0 ~ s ~ -;; ,-i V ~ ~ ~ 5 f-a v' 'T' ? -p ,.... ~ J ~ ~ ?"I \ J\ }oC) ,.( N 1 \J' f--:I A A /. ~ '.¥ .... ~ ,0 ~ y . ' STATIO;-J CU. E>tC. YOS. FILL ( \ I ( I \ I \ \ \ STA. 61+00.00 TO END ----------------- STATION EXC. cu. FILL VOS. ~ :,;;. {;; ,...., i ,-;5 \/' ~ ~ C ~ ~ <c ~ J ;2'. -I-~ 0 -I"" 0 J' -<; ~ ;8 ~ - ► ) 'Fl I ~ ..s:. c-J v it 6 ~ ,,.. .I-g ..-; 5 -1-0 )j rn p -z t a _, ·c ) ---- =-~7· ~,~-~~--::;;;.-------Jc{L /)<i' , -~---0-__ -ef" -;:::;:---J -- /' ...----A=:r / ~ --~-=-~ -I-... I _ ---....._,_____ of;; I--.._ --.i I I _, ~ ✓I \ , ,. , Lr~ I ) _, ----470 /"s=, -~;~•"'-::~ ' --------~ \ \ \ \ \ \ _, \ \ \ V / V \ \ ~ <?, ~ c<; NOTE: FOR HYDROSEED MIX LEGEND SEE SHEET NO. 124. _, NOTE: HYDROSEED TO UMITS OF GRADING PER O.C.E.MA STANDARDS. NOTE: HYDROSEED UNPAVED BENCHES ADJACENT TO THE PARKWAYS AND ALL SL,OPES TO THE GRADING UMITS FOR EROSION CONTROL ONLY. . - DR. 14 15782 ??est 76 of 177 __,..., PREPARED BY rnTHE =~·-Dlil\lEEIIIIIII KEITH :~~- COMP AN I ES -!:!1~~ 1!118 1!ED NILL AYE., COITA ID.I,, I:'-tl'lll!G O'UJ IHl>-0900 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION PLANS ,.f1.:::::::,~IM~M~2~(<E~O~L/~/JE.~-~#~/g=::----h'Rf.'j,AREi'iLMDER ______ T-;,,::;;:=.=i;1~~ t-:-PREPARED UNDER ?Ii MARK DATE DESCRIPTION SUPERVISION DF ______ !,, 111 , REVISIONS 1-"D'.':::ES~l G~N!:!:ED'=='f='.':::::;:;:====-j SCALE DA TE D\IG •• N~. DRAWN CHECKED AS SHOWN OCEMA TITLE BLOCK· 160C0.23JPF, 3092 35 06-Moy-91 01,27 PM/ 3092-999 ~ \ ~ ...( .-.J I \/' t;l "' /. i ~ g <J f -; STATION CU, EXC. YDS. FILL ~ 7 \ I ( \ \ \ I I 10 I I I / I / LIMITS o/, / / 61 +00 2929 7553 / 62+00 5010 1128 63+00 3488 519 64+00 65+00 66+00 2626 3189 2951 586 1550, 13704 67+00 68+00 69+00 980 0 0 26930 32519 37698 70+00 0 45404 IRRIGATION PLANS STATION EXC. CU. FILL YDS. SJA.61+00.00 TO SJA.70+00.00 ~ ~ f ~ 0- ? 0 of-s ' • ,II ~ f 0 I' ~f) ? -;::::: ~ ~ ~ ;-'): --,... v STATION • CU. EXC. YDS. FILL I / ' ! I ' ' - \ \ \ \ I / \ \ \ \ \ \ \ ( \ \ \ I I I /. i / I I \ '\', ' ,, I ' ' ' i ( I / I ' , PREPARED UNDER SUPERVISION OF ' ( STATION EXC. cu. FILL YDS. I ! ~ ~~ ~ i l v' i ~ 3. ~ 5 "7--r fl,-i ~ lr ~ ~ ~ ,,.. ~ 5 STATION CU. EXC. YDS. FILL ~ \ ~ STATION EXC. CU. FILL YDS. SJA.70+00.00 TO STA-79+00.00 ffi 1/1/qi /!EDUIJE. #('/ ill 8F~O H'(llicOCUD JOf€ \ MARK DATE DESCRIPTION PREPARED UNDER r \ SUPERVISION OF _______ 1,'SHE.E . REVISIONS " ,e:DE:cc,Sl""GN:.=!ED'...===;====-1 SCALE OATE OWG. NO. ~ DRAWN CH~CKED AS SHOWN . 27. STATION / / \ \ / ___ / ,,: '.:'~:,,, .... / :~-._, -~.__.;,-/<;::.~_ ~--' (35 b:.J~., / .• / /---'0 I ~~-"--·-'/. . '----I ~ / / I \ ' ' \ '\ ' '\ '<·· ' ' DR 14 15782 Sh. t Sf~j sf 177 cc I I I I I \ I I I I I I I I \ I I I \ \ • STATION EXC. CU. FILL I ( \ YDS. / I ) \ I \ STA.79<-00.00 TO STA.88+00.00 SMEE ~ -f 0 0 ~ I~ ..( N l V' STATION CU. EXC. YDS. FILL I--_...._ _ _,_ _________ _. _______ ···-·--···--... lfcRIISArlO.J . ':45. l:3u1L. TS" & rh/qi 12Eou11E #IF: STATION EXC. cu. FILL YDS. ----------~ :--~ (~-~~~ >/'.) '\ / , I""""~-- ' :VSCApf" h Bl£ -~"--L I .ct: .,. 1803 • ll / tttl~ -Re.\ i uin WI\ ~-ll::i1:IH\:!H,"'-I" f s;;: s ..... (c ~ l I/' -< fl C ~ 2 e:- ~ ~ z =t ~ + ~ ii' ~ (<:, i ,.... --. ~ .5 5 STATION CU. EXC. YDS. FILL ' (lc'fc'IGATto,-J __ _ ':49 6Ult...T9" fl'::. I I q I a.?, ~ fJ E, ,rf i MARK DATE DESCRIPTIOH REVISIO:lS IRRIGATION PLANS STATION EXC, cu. FILL YOO. ~.el ( (ftll' H-f 11 \? <!. N..\. S l-l\-1-\':'.t, D ST A-99+37.75 TO STA.111+00.00 PREPARED UNDER. SUPERVISION OF ------,,-,..,,,-----1 R.C.E. f.D=E::!Sl~Gt=lE~DF"==;E:'::':::=====-j SCALE DRAWN CHECKED AS SHOWN DATE . . BPS ROUGH GRAOE/SHT,12/L.L.JID/40 SC. -52[0.23Jf'F4 ~098 JBS 25-M8y-89 02450 PH/ 3098-5102 ~ -<:;:'&1:2-_s. s~-ii/ \?,\_ ? /o f -0 ':. -t' b ~ -r 'O ...... i t ~ ~ ' ~ ,-./ ::f 0 0 ::s::.. r, <"". 0 ~ ~ V' i ~ S: z 5 .(1.. "' 0 -t ~ 0 ~ ) ~ :s V !-) -'I .,_ /. 1 ~ -- ~ X) f ~ --......;:_,___ ~ - , STATION I CU, EXC. 1·' -·--• . . . _.,, YDS. • FILL . I I \ . . tt; 0 0 • I "' DR. 14 15782 Sheet 83 of 177 0 I ~ \\ \ \ I \\\ I I I I STATION EXC. ci£··. FILL YD3. I I PREPARED BY THIE -il\J~ ~EJTM :is;~ cor,o, Ml I IES ~~J" C11 C::::Z nc:::::r CTA ~ Q c::, a10~ ORAtJGE COUtJTY ENVIRONMENTAL MANAGEMENT AGENCY ·4RRIGATION PLANS STA. I I H00,00 TO STA. tl9+44.63 I (' z '::t= f { -- ~ .-- 'J:. !i ~ s: ~ r • J 0 ? z r/' ~ 0 -+-I.I' ..,., ~ ~; • ~ ~- ~ ~ ,,.-f....) / / " ,I--A B ~-i l ,, i 5 .t:) j ff -t ~ (/' .{. ' ~ v> - /-----------------------·---------..... .. 3 ....... . < CYI' £SS t-'r-+-"""(r--1 c HUf.lTINGTON • ' .,0 NEWPORT BEA -1 C' I~ IC' I 0 s SCALE IN MILES 10 ,--- ' I PAADOOAM INDEX tvlAP N.T.S. ,.,,,, I I I I SAN O!EGO C0Ullj1" ORANGE COUNTY ENV~RONMENTAl~ MANAGE~yijENT AGEt~CY SANTA ANA, CALIFORNIA MICHAEL M. RUANE, DIRECTOR .. PLANS FOR CONSTRUCTION OF Pe.. I,' C Q,,v\ H ,·II s I~ c! 1/J RETAINING WALLS FROM WESTERLY ASSESSMENT D~STR~CT 88= 1 . . ..... . ·-,, .• ,, ... ···--, __ '-. PROJECT ADDRESS: 21003 PELICAN HILL ROAD NOTE: BASIS OF BEARING GEOTECHNICAL INFORMATION IS ~(~~~0t,g'.f''~u=:f~6 :or SHOWN ON PLANS FOR BIDDING o.c.s. PELICAN HIU. BEING N30'16'05"W PURPOSES ONLY. ACTUAL PER R/S 86-1083 LIMITS AND REMOVAL QUANTITIES SHALL BE DETERMINED IN THE FJELD BY THE SOILS ENGINEER. ________ ., UNDERGROU~JD SERVICE ALERT GALL: TOt,_L FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DEVELOPER/OWNER: ., THE COUNTY OF ORANGE 1 O CIVIC CENTER SANTA ANA, CA. (714) 834-6200 PLAZA 92701 BASIS OF TOPO: FLOWN BY: R.J. LUNG DATE 6/14/86 GEOTECHNICAL CONSULTANT: LEIGHTON & ASSOCIATES, INC. 3050 DAIMLER, SUITE B • SANTA ANA, CA 92705 (71 4) 250-711 5 EMA -PUBLIC WORKS ., APPROVED FOR CONTRACT ADMINISTRATION: DIRECTOR OF PUBLIC WORKS FUNDED BY: ASSESSMENT DISTRICT NO. 88-1 UTILllY PHONE NO. SO. CALIF. EDISON PACIFlC BELL TELEPHON~ sq, CALIF. GAS CO. (714) 859-5253 (714) 966-6216 (714) 6.34-31D6 LAGUNA BEACH COUNlY WATfi.R DISTRICT (714) 494-1041 IRVINE RANCH WATER DIS1RICT {714) 47B-7500 COMMUNITY CABLEVISION (714) 721-6226 THE IRVINE COMPANY (AG. DIVISION) (714) 544-8890 UNDERGROUND SERVICE ALERT 1-800-422-4 t 3. . PREPARED BY: THE ,, • /'LANNING ~ • czvn. SNCINEERINC KEITH • .J..RCHJ1EC1'URE • 1,A.NDS(',APE ARCHJT.l.t'TURB COMPANIES • LANJJ SURVEY/JR) • CONSTRUCrION • JfAJIJ.CEJLZM' 2995 t~DHLL AVENUE, COSl"A MESA, CA. 92626{7i4)540-0BOO . ~~ ~di,~~ 7 z,',r/J~ WAM E. WHEELER DATE INDEX OF s·HE·ETS SHEET I. DESCRIPTION TITLE SHEET 2. 3, DET AILS,TYP. SECTION PLAN VIEW 4. PROFILE WALL A 5. 6. • PROFILE WALL Bl,B2 PROFILE WALL Cl,C2 DR.14 15782 rsheet 1 of 177 BENCH MARK: 3K-30-68 LG MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY IU.S. JOI ALTJ FRO).! THE POST OFFICE IN CQ;lC/:JA PEL MAR; 67 FEET NORTHEAST Of THE CENTEft U11! OF THE HIGHWAY,45 FEET SOUTHEAST Of A MA~'HOLE, THAT IS ABOUT 2 FEET ABOVE THE GFIOUllP Al-'D MARKEP LOCWO, WITH A 6 INCH BY 6 FOOT VEllT PIPE 0ll THE NORTHWEST SIDE Or THE LlANHOLE, SET IN THE TOl' O:l TltE Y/EST SIPE OF A COllCllETE C!lADLE f0i1 A 3G PICH ~JATEII Pl?E, Al:0IJT 7 FEET LO':lal THAN TltE Hl~H'-~',W, ,, ~\ G.M./f. /ft?111s€d e,a&,,,'Jtl/6u6drarn1 .00//g 8-.?/C-Z NO. o\ BY DESC IPTION Rt-VISIONS c:;s,s/& ,,,., r,t./ SHT. APP'D. - rrz~~ • DATE 2 '.:i= (', ..... O' ~ ;=:;; V' ~ ~ ~ ~ f~ --\- s 7 5 I ~ r/' ,... -r f-% ti \I' .._ . ~ ' ?¢ 5 5 2 3 4 5 6 7 8 9 10 II 12 SPECIFICATIONS FOR RETAINING V'JALLS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB. TYPE OF SOIL AND BEARING VALUE SUBJECT TO BUILDING INSPECTOR APPROVAL. FOR ALLOWABLE LATERAL EARTH PRESSURE AND SOIL BEARINB VALUES, SEE SOILS REPORT (GEOTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW, LOWER LOOP ROAD, BY LEIGHTON AND ASSOCIATES, INC. DATED SEPT. 28, 1989). EXTEND ALL FOOTINGS 12" MINIMUM BELOW UNDISTURBED NATURAL SOIL CONCRETE TO BE MACHINED MIXED I : 2-1 I 2 : 3 -I / 2. MAXIMUM OF 7-1/2 GALLONS OF WATER PER SACK OF CEMENT. f c-= 3250 PSI CONCRETE BLOCKS USED FOR THE CONSTRUCTION OF RETAINING WALLS SHALL BE HEAVYWEIGHT UNITS AND SHALL CONFORM TO THE REQUIREMENTS FOR GRADE "N" UNITS OF A. S. T, M. SPECIFICATIONS C-90 (LATEST REVISION!• TYPE "A" MOITTAR: I PAAT CEMENT 3 -I /2 PARTS SAND, I /4 PART LIME PUTTY COPING : I PART CEMENT , 3 PARTS SAND. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO A. S. T. M. SPECIFICATION A6I5 (LATEST REVISON) AND SHALL BE GRADE 60 BILLET STEEL ALL REINFORCING STEEL TO LAP WHERE SPLICED 40 DIAMETERS WITH A MINIMUM LAP OF 42" REINFORCING BARS SHALL BE SET STRAIGHT AND SECURED ACCURATETY IN POSITION VERTICAL MORTAR JOINTS SHALL BE STAGGERED AND CENTERED ON BLOCKS OF EACH COURSE DIRECTLY BELO\'/. ALL CELLS SHALL BE VERTICALLY ALIGNED SO AS TO MAINTAIN A 5" • 5"' MIN. CONCRETE VERTICAL STD. (4-1/2" • 8-1/2' FOR 12" CONC. BLOCKS) 13 CAI.L BUILDING DEPARTMENT FOR INSPECTIONS BEFORE POURING FOOTINGS AND AGAIN BEFORE FiLLING CELLS WITH CONCRETE 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 UNLESS OTHERWISE SPECIFIED, NO CONTINUOUS INSPECTION JS REQUIRED. CELL WALLS AND CROSS WEBS WHICH FORM CELLS TO BE FILLED SHALL BE FULL BEDDED IN MORTAR TO PREVENT LEAKAGE OF CONCRETE. AND ALL JOINTS AROUND SUCH CELLS SHALL BE STRUCK SMOOTH. CELLS SHALL BE FILLED WITH CONCRETE IN LIFTS NOT TO EXCEED A HEIGHT OF 4'-0"' PROVIDE CLEANOUT HOLES AT BOTTOM OF EACH CELL AND AT EACH LIFT OF CONCRETE. ALL MORTAR DROPPINGS OR DEBRIS SHALL ElE REMOVED FR0~1 CELLS AND CLEANOUT HOLES SHALL BE SEALED BEFORE CONCRETE JS PLACED, )!!.PERFECT JO!NTING AND WALL SUllFACES EXt!l!:m-.:s DEFECTIVE BLOCKS WILL BE REJECTED AND MUST-BE REPLACED AT NO COST TO THE 1:>WNER .. RETAINING WALLS ARE NOT DESIGNED FOR SURCHARGE OF P'AVING EQUIPMENT. EQUIPMENT SHOULD BE KEPT BACK FROM TOP OF WALL A MINIMUM DISTANCE EQUAL TO HEIGHT OF WALL ABOVE FOOTINGS. BACK FILLING SHALL NOT DE STAFITED FOR AT LEAST SEVEN DAYS AFTER THE FILLING OF THE CELLS WITH CONCRETE. DIMENSIONS AND NOTATIONS SUPERCEDE SCALE OF DRAWINGS. A WATER PROOF COATING SHOULD BE APPLIED TO THE BACK SIDE OF ALL WALLS PRIOR T.QBEPLACEMENT OF BACKFILL MATE:RIAL, AND PROPER DRAINAGE SHALL BE PROVIDED AWAY FROM· AREA. FILL ALL CELLS WITH GROUT. ·ALL REINFORCEMENT SHALL BE: 2" CLEAR. ALL FOOTING RE:INFORCEME:NT SHALL BE 3" CLEAR. • • FIRST COURSE OF BLOCK SHALL BE EMBEDDED IN CONCRETE FOOTING 11 /2"' TO PROVIDE SHEAR l(EY FOR WALL • NO WALLS SHALL BE BACKFILLED UNTIL ULTIMATE STRENGTH OF CONCRETE AND CONCRETE GROUT IS REACHED. PLACE I /4"' PREMOLDED EXPANSION JOINT FILLER AT 10'-0" CENTER TO CENTER MAXIMUM SPACING ALONG MASONARY RETAINING WALL. TYPE "!1: CEMENT SHALL BE USED. CONTRACTOR RESPONSIBLE FOR BRACING WALL DURING BACl(FJLUNG SEE SOILS REPORT REGARDING BACKFILL PLACEMENT. PLACE: CONCRETE FILLET AT ALL LEDGE,S BETWE:EN WALL THICKNESS CIWlGES 5Roj,A,..1 C>ITCH ~ · . o. C. e:. ,._,,_ A. s,= /53e, (TYP.) C'-8" TY,P/C/lt.. 3'!1cT//IIU/lllO N/11..l. 3 0 h.: ! Ls' --'--="',f"f""2.._Wf=EF ~OLE5 ----s· WALL C.-e' NT.6 18' WALL C-J tf3ECT/O/U C-C Weep Holes (Tt.;p.) B" C. .M .U. ---,:,__-t1 !14@24" 4"tJ;o. , f".qn0roreo' ~ Om111/}pB ~ e''?.V.C. 6,ooeed '::I @/0' \<JEEP 1-lOLES g:/ IA~-~111!I= BRc:>W orrC/-1 PE/? a.c.e.M.A 9TD. /53e. (TYP) !5aak1",t/ f tlubdratn P&r Ga//.s /i'eporr 'l' Ocn'ed <?-ea-a'? L!..:::, •, <. _T • 1•.•.' #,6 ,. -~ .. •.• ...... ;' .: .. -·: __ ::-. .' TY,P/Crit. 4'/fET/II/UIIU6 N/lll 0.33.' ½ N'ALL ] rj Ii: 1//.T.6. o.G:.7 1 3' II' '/,.: / ] ci u.: i: I 1r~ _ h/EE?HllLES (T>P.) MIN. _rs' c:::::::L :-T \<.JALL. f3-2 Ls---WEEP 1-lOLE:S 8-/ r:9£C TIO/V 8-8 SC/IL.£: /-101(.JZ: l"=G"' V&t::T: I"= 5' 8"C.M.U. CO>JC.J2E,E. FlLL.E."."r 61<0.,.V OITCI-I F'E=/2 o.ce.M.A. er= 1332. (rr--P.) +------------------11-l'."7rYlc"Cl'7. C/, 4''00. r'en"oror&d Oro1nAp0 c'."?.//,c:'. £Jpaced@IO' WEE.F' 1----\CJLEE.t ** NOTE=: WI-IEl--.1 I-I > <'1' ?OILDE:PTl-l =/8". Mlt-J. . . , • • . '. . ,\ \,. •. •'.' 1· >I< >-lOTE= : W/-IE=/...l H ;,,-"'I' "TtE. 015-r. ~ e4" TYE' /feM//U//1/6 N/ltt. !3Cl7EDUlc 11>4' If 5"·0" ~-0'' 7°0" 8'·0" 9'-0" IO'-CJ' Ht 4'-(J• 4'-0" 4'-0" 4'-011 4'-0" ~'-0" f/2 l'·O• ?-0" c'O" e'·O" Z'-{J" e·-o•r ~ 0 Ii: R/W o.t:o7.' o.'33 Ila r --/"-0" --/'-&' /'-O'' /'-O'' e'-O" i·-o· B'-0" /'-G/' 4"-c;'' /'-&'" / ~ \'-.IAU.. A /( J,/ ':-1" B/IRG c'·O" 4'-?' ""4@ lc" 3'·0" 4'·8" #4@ IZ" 3'-C,' fY·8" #4@1e·· 4"-G" C,'·8" ""4@12" 4!..0" B'-e,r #4& Ii:" -5'·0" 9°8" #4@/c"' 11.1,r,g_ 1-··' 1fl ~ '3''8/11{!5 #4@/c."' #5'-Y lc'" #f5@/0" #f5(§}(;" ~5°L"'~• #"7@ C,,, ' 'l:'''E/l lf{fJ 'O" B/1.lf!!J #4@?4• #,;1@?4" #,;1@8" r.,,,,4@e4" i¥5@/C," #4 (S.I t!:'4" #5@/C,· #ef@e4• "'a'-"' cs• -,r-4 @e 4• -ttC@J8" #4(S) &" . DR. ls 15782 Shc:st 2 Of 177 SCAI F: Hoe1z.: t"=':5 Vt;Rt: /"=5' 1 /2 0 2 3 Inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS AND SP.ECIFICATIONS FOR qQ. \( (o.1/\ \-\1 \ I '2~ Nd.~ 1.::0\niEA LOOP RO/\.D RETAINING WALLS r.-.1 ·17-tl /(ev,sea' 8aek/'tll; Suho'rd/"7 / I...!..::::. Rnd /4/o/l He, hT" ~ o(I --- • 0 .. NOTE: PLAN VIEWS TAKEN FROM LOWER LOOP [ J ® ~Q} ROAD CONSTRUCTION PLANS FOR ASSESSMENT DISTRICT 88-1 BY THE KEITH COMPANIES SEPT, 1990. CURVE DATA FOR WALLS Cl,C2 DELTA /BEARING 14° 29' 32"' 26· 14' 26" RADIUS 569.33 591.00 LENGTH - 144.00 270.67 TANGENT 72.39 13775 I , \ \ ., WALL C:J, C-2 /:Olf' F'lf'OF!t..E SEE SHf.·,:;,, A PoJf' Plf'OF!t.E SEE SJIT, 4 ' ' '-"J..."'f'' .• , <'l '\ \\ ~1,1. • \ I} (l' AJofe: !'or 6/o,oe 0radtn? 6ee G'heer 9 Of' lf'oq9h . 0rad1nc; r'lanB. ( \ \ \ \ \ ,1:1>Y r .. CURVE DATA FOR WALL A ✓ DEL TA/BEARING RADIUS LENGTH TANGENT ._!, 54° 49' 30" 579.67 554.67 300.63 ® ., N29° 10' 23" E 37.33 . IL - CURVE DATA FOR WAU.S 81,82 DELTA /BEARING RADIUS . LENGTH r~ 01° 3B' 27" 2095.33 60.00 © N20° 33' 00" E 179.4B @ 14° 39· 12" 799.67 204.51 ® 01° 05' JO" 2110.00 40.00 (z) N20° 33' 00" E 179.48 ® 09 6 //'08" 786.00: lc'6.86' NOTE: ALL CURVE DATA TO FACE OF WALL 1/2 0 1 2 3 1 nches -on or 1 g 1 no I drat1 ing DR.14 15782 Sheet 3 @f lTl TANGENT 30.00 102.B2 20.00 t:-8.0u,' . • • FOR. 1, -e~ j\1..\-5, LoiY9~~dSr ROAD RETAINING WALLS MARK DATE OESCRIPT!Oll PREPARED UNDE! a.;.;:.=i.:::..:.:.;:.,__-=:="'--'-'-'-'-'----11 • REVISl!m5 DESIGNED ,G.IJI.F?. SCALE DATE DRAIIN CHECKED C.B.R. AS SHOIIN Dl!G. t.:O. 6 i;;; ~ 8' !; ' :s ~ ~ ~ 0 ,f-£ .... I/' • s· '4' "' 0 '5 'i' 2 ?1 t --r-. ~ ~ f ;{: -,-V '1'I \ ~ c.t N ~ I t I 11\) -\} l 9. 1 1 ,,,. ?-~ LS ,-: i t ?-v { .. ~ i I \lJ ~ ~ ,'II:,<) ~ <\i ~ ~ ~--- ~ 10,00.00 ~h'-G_'.-0" ,Pr?.3.cO 809./u'TII" GOr49. 'f 8r. 0'.fa 3?8.03 T./4/. I ( 40. 33' /ff.) • .. • , ~ -~~ ,s {'-._ ~ {'-._ Nl It] I ~ ~ ' ,---- ;:,. = 60+57.00 ST. STA. 393.22 FG@ RIWj 1· TYP-----._ )- ,_. I ll B \l ,... 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I';) !!i "5 ,. ~ ' ,, .... ~ ~ ~ t\:: ' ~ ~ ':I' ~ "' .... ~ :,;:: h: t;: Yi G ... i,.: -~ "' "I- / / C,:PO 460 440 VtEr;n:: I"= 4' 1-lo""IZ.: l''=4o. 1 /2 0 2 3 inches on original drawing DR,14 15782 .-Sheet :5 5£ 1// .. ORANGE UNTY ENVIRONMENTAL MANAGEMENT AGENCY PROFILE FOR ~~\l<J;t111 1-l·i II to Nd<:,, LOWER LOOP ROAE} RETAINING WALLS ~ 5-.r7-?1 "/f'ev,sed /41011132 Based LD On Field ropa DESIGNED G.M.I<? SCALE DATE D\lG. ND. DRA~N .¢':# CHECKE0?'-8.R. AS SHO~N ? ~ ~ ?-;s ~ ;7 rf.' ~ i 8: C £ "" , l ~ ~ ~i '5< ~rs !~ :5 G40 ~ ~ '< ~ ~ ~ ~ ~ k; N ~ ~ I;!'. 1-.; \3 ~ ~ ~ ~ ~ ~ ~ ~ ~ --~ ----- ' 0 -roP OF' ---) WALL 1k ':---~ ~ r----- ----------------- I i 8 9 /0 Writ.!. -Ci FO,f' l"LAIV V/cN SEE 5/{T, :5 ~ 1-.; ~ % ~ .t-401630 -- ----~ - - I • I 19 I I w l-144.00' C:8' (T'IP) 1 I ( ·•/ /41/1!.!__ -Cc l"'O/f' PLAN YIE:.l<J 561:: S!-lr. 3 • (T'IP.) I Z( I 1--/0lc/Z.: 22 I 1 1 /2 0 I G.30 . DR. 14 15782 $f ct 6 Cf 177 2 3 inches on original drawing PREPARED BY □THE '£,.. KEITH :~"" COMP AN I ES -!er.~ .. -rm, rz::::::::, 1!1115 1t::1> HILL AYl!.,o CDnA ,er,, Cl ~ 0'1.P &111-DCCO ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY PROFILE FOR jyj i ~ 11'1 1-\i \ I V, ,\ 1\1. .Ii .S. LO'lvtR LOOP i;i:QA8 RETAINING WALLS / / DE RIPTIDN PREPARED UNDER ,/ • n ,, "; / I i.;Mc:.A::.::RK=DA::.c;TE::.,__~s"'c='-~.c.._---15upERVISION of'@/-'/,. /J / t, .. /A REVISIONS 1fi,-i ,._-M E. 'lfAEELER RCE 41243 J.!D:'.::E~SI~GN~E~0"5G~.§M~.~R'=. ===:=:==:'='=:'-I SCALE DATE DllG. NO. DRAYN ,.;.,t?,-¢/: .ICHECKEDC.E3.R. AS SHDYN 6 ' ~ r ~ 0 <? ,;::; ~ J' <) C Q '&: 1-""' . 2 ~ ' ~ .P- V\ 0 0 ""' ""' ' ? ~ ~~ ~ 1 ~ Q. ,.. i. ,., J ,..,. .... £ ~ 9 '/ v 'irr=.'i1 l2"x l2"x /(p" C,4p BLOCK CEII/TliR WITH WALL (TYP.) -r.w ~ ... l cY4" CLlf'. ---t l""''-t---B• x cJ",c IC," BLOClf S'OLJDGROIJT ALL CELLS 11'4@/t,," /NS0/1/D BFAMBLOCI( u=w 11,tM= . 1u.,,,iy -". ~ ~} t.: I+_-'". _'-V ~\10 Jj ·< ... ; · .. ~ -· • :· .. o: PRECAST P./11.H. CONCRETE SLAB BY OTHERS ~~~ ~ ~~ ~ Hlt£l. . 2 CASE #I N.T.S. es ~ P.• .• ~ ... : ~ I :· _,. l . . ~ lf.S/JI ..,_ .. '!': .. ZY4" Cllf. • .. ' •• 8"~t:J'it /(p" 1r4-@ /t,,"OC? p. •. ~ L.,Bf.OC/f SOLID ,,, .. GR'OUTALL C£lL5 . .. • /u • IIV-. #"4@ BOND BEAM BLOCK "· • . -. . cfe"CLff. .. /.?0 • f{p" I /_" I • ..,, ,..._ ,. 'C ~ ~ ~ '§ llJ ·' ~ BL~ll:} SOU D ;r4@/(p • o.c. GROUT ALL C£LL5 • .. ,• . • . IVJ :,: '.' -/_ I !It ~. · .. ,. · .... . . ... .. " ... ~ .!?"x (g' CON?: KEY"NA'/ 1P<J.@1c,,• . . . ., . , • ... c"'48AlrS-~ .. • re-•. 0 • .. •• ~ I .. .. , . ~ . . •, _ ... ·-·· . . HE£LZ ·. II .. 3 "CL.If'. " . . ' /~41; • : C 1'-8. I 11:) "4@/t;" .. zrt Ii " : .3"CLR. ' -0 I \\, !; ., ·Z-.,,4 l\, kq A'-0'" CASE ~2 N.T.S. PR.et'AST P.M.H. CONCRETE LAB BY OTHERS 5 .. : '· AoRS I s1z £ PEif' 5.C. £. PLANS PMH CUT CONDITION N.T.S. WALLA-'--<1"1 C D x l xi!. x3 vv'ALL B I I WALLA I L.:... ___ 1 SECTION B N.T.S. RETAllillNG WALL SCHEDULE STATION 38+50 53+00 84+00 113+00 SEE SECTION A B B B SLOPE J 2% 4 2 2 CUT /FILL CUT CUT CUT CUT ELEV. A 350.91 419.06 510.43 636.19 ELEV.B 509.09 634.85 ELEV.C 419.39 507.75 633.51 ELEV.D 417.72 506.41 632.17 ELEV.E • 350.01 415.15 505.51 63127 ELEV.F 348.90 415.04 50440 630.16 ELEV.G 350.12 418.25 510.00 635.80 STEP xi -3 2.67 2.67 STEP x2 -3 5.33 5.33 STEP x3 8.00 8.00 WALL TYPE J CASE I CASE 2 CASE 2 CASE 2 WALL TYPE B -CASE I CASE I CASE I --, - U/?8 rACc '011/TINUOUS RliT. WALL c.F. . . . MIN. LAP HO/i'/ZONTAL )i'lilrlrO!fCliMBJT CONCRETE BLOCK WALL W4LL8 F CORNER BAR DETAIL N.T:S. A ,~---, £1< Ii I L--j-0'~-I Rlw Iwi1-L.. I I I I 1 _____ 1 SECTION A N.T.S . e,• C.F. CoMPACrcD NAT/Ve SOIL ~ACECt.cAN SAN!> 6ACKP/L.l. W/SAND EGUIV//LeNCE" o~~~,.,D OR Gli'EA"TeR =dH,,v, ALL WAL.L.S --• F."G. OF" r:5. IN FRONT OF WALL . . .. . . . L-.1..... ·, . '. • • . . ... ¥4 rn / Y£ /NCH S!Z:.EN GRAVEL wFIAPPEOI (VIIKAFI BLANXEiT TYPE 190/V OR EQUAL. t;, OM IT MoRrAli' JOINTS AT :3Z" O.C. F"!/fS T CDUF?Se ABOVE GRADIE FOR WEE"PHOL.EIS PReCAsr P.M.H. CONCFi'E:TE St.AS' BY OTHERS 1-. -,, ,-. _....,.,-,,. '--: . .,""'.". _:-.. -='. ;'::!. -~ 111-111=\I\C.II ~ -::msfi'I 'J'f.OOeS ;NO, APPLY TO srucco1:D OK PL.4srE!Zeo W4LLS. WHEN WALLS. INSTALL i!'."(I NtJN· PERFO/irATtU) sell. 40 PVC PIPG W/£'% St.OPE 7'0 £>RAIN SO/LS /f.NG,,INt:ER TtJ A.PP.@VE SLOPE OP EXC4VA TION ,'J,ND BACXFILL /VIATERIAL. AR'Ei PL.ASTEF?EO OK STl/CCOi:£>, MOF?Pll'f Jo1Nr WEEPHOt..eS SHAlL BE SUBSTITlJTEt> W/2 't,, SCHEDllLe 40 PVC P/ .Pl:S Ar 10 :.o· .MAX. SPAC/Nf:?. 0Ml7" CONC. BLOCJ{ ANO lfliPlACe WITH GROUT. TYPICAL SUB-DRAIN DETAIL N.T.S. 1 1/2 ·.• 0 DR. 14 15782 Jhcec 6-t of J 77 , 1 2 3 inches on original drawing ORANG COUNTY ENVIRONMENTAL ANAGEMENT AGENCY I/ ., DETAILS @ P.M.H. RETAINING WALL MARK DATE DESCRIPTION PREPARED UNDER<'~ ~-·,;:,,-"t/A:_.,,,.,,..J:;_ 11--J._-~--=-----;1 SUPERVISION orY-,,, ~~ ...,._, SHEET . I REVISIONS WILLIAM E. WHEELER R,C.E. 41243 DATE DESIGNED SCALE DATE DWG. NO. \ ,0 j 'i ~ 9 .,., I .,.. r.J ,., ., --j l) ~ JiZ .. - ':t: " o; 0 0 u "' 0 0 • "" "-T GRADING NOTES: 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE COUNTY OF ORANGE AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. A COPY OF THE GRADING CODE AND MANUAL SHALL BE RETAINED ON THE JOB SITE WHILE WORK IS IN PROGRESS. WHEN REFERENCED ON THE 'PLANS_, A COPY OF EMA STANDARDS PLANS SHALL ALSO BE RETAINED uN THE SITE. • 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE DISTRICT GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED EftFORE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT; OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER; SOILS ENGINEER, GEOLOGIST, DISTRICT GRADING INSPECTOR AND WHEN REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 4. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2,1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. • 5. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY.. MAXIMUM DENSITY SHALL BE DETERMINED BYLINFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT. ANO FIELD DENSITY BY UNIFORM BUILDING CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT. 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED ANO APPROVED IN WRITING BY THE SOILS ENGINEER AND THE BUILDING OFFICIAL PRIOR TO PLACING FILL. 7. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL PER EMA STANDARD PLAN NO. 1.322. 8. ALL EXISTING FILLS SHALL BE APPROVED BY THE BUILDING OFFICIAL OR REMOVED PRIOR TO PLACING ADDITIONAL FILLS. 9. ANY EXISTING IRRIGATION LINES ANO CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE, ANO APPROVED BY THE BUILDING OFFICIAL ANO SOIL ENGINEER. I 0. STOCK PILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO EXCAVATION. 11. Tl=lg'. Q!;'.5101 EhlGiMggp, 6S A cm1i;;i1:i:1m1 Qr;: ROI IGbl cr;;:oG)g IIPPRQII0b, Sll'1LL P!=1QH18!; o !eLU[ ::i;gp !!l]l=Fl AGGQHP01¥1tlb Wl:rtl[bS SPl<E. SIT ,•;:i: ll IE CD HER OF [I.Cl I P,\D REFLECf"l6 Tl IE PhD ELC,';\TISfl FOFi: PREC1si;;: 12EP'11+S O~IQ 6 !el I IE TQP WITH WITME:ss STAKE sr--::r OJ Tl IE QRAIW•GE £V'OL[ I IIGI I POl~l:r Fi:[FL[Cli~IG Tl I[ 111611 POIPI+ [l['J.0.:FIQ~j FOR PREL!MIW RV PEFH.1I:i:5. 12. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PER THE GRADING CODE. 13. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND TO DETERMINE THE PRESENCE OR ABSENCE OF SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, SUBDRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. • 14. SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUBDRAIN CONSTRUCTION. 15. THE EXACT LOCATION OF THE SUBORAINS SHALL BE SURVEYED IN THE FIELD FOR LINE/GRADE ANO REFLECTED ON AS-GRADED PLANS. 16 ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR l'DTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED TREATMENT TO THE BUILDING OFFICIAL FOR APPROVAL. 17. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER SHALL SUBMIT DESIGN. LOCATIONS ANO CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT ANO CONTROL THE CONSTRUCTION OF THE BUTTRESSING ANO CERTIFY TO THE STABILITY OF THE SLOPE ANO ADJACENT STRUCTURES UPON COMPLETION. 18 Wll[~l cu:r PADS A~[ BROUGII+ :ro ~IPR GRADE, Tlf[ ENGIMEEl=ll~JG GEObOGlb+ bl I0bL DETEl=it1I~IE IF +I IE DEDROCI( IS [)(TDlSIVELY FRAC+UREQ OR F.o'JLTEQ Nl9 W!bb R(.t1Qlb¥ TR~~ISl,IIT 1//A+ER IF CONSI9ERE9 ~lEC[5St.R¥ 8¥ Tl IE DIGfPj[[AIPIG GEOL86I5T ;';Pj9 €OILS -EN-GHIEEA, A COMP'\C+EEl rrLL BLPMl<E+ "!ILL DE PL",CE9. 19. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. 20. THE COMPACTION REPORT AND APPROVAL FROM THE SOIL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TESTS. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 21. THE SOIL ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFIENT INSPECTIONS AND BE AVAILABLE DURING GRADING AND SPECIFICATIONS AND THE CODE WITHIN THEIR PURVIEW. 22 THE CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE ANO ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN THEIR PURVIEW. 23. THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. 24 SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 25. THE LOCATIONS AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 26. APPROVED PROTECTIVE MEASURES ANO TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING. 27 ANY EXISTING WATER WELLS SHALL BE ABANDONED IN COMPLIANCE WITH SPECIFICATIONS APPROVED BY ORANGE COUNTY, HUMAN SERVICES AGENCY. DIVISION OF ENVIRONMENTAL HEALTH. 28 ANY EXISTING OIL WELLS SHALL BE ABANDONED IN COMPLIANCE WITH THE ORANGE COUNTY OIL CODE TO THE APPROVAL OF EMA/REGULATION, SPECIAL SERVICES SECTION. 29 ANY EXISTING CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM BUILDING CODE TO THE APPROVAL OF EMA/REGULATION, SPECIAL SERVICES SECTION. 30 PRIOR TO FINAL APPROVAL, THE CIVIL ENGINEER SHALL CERTIFY TO THE BUILDING OFFICIAL THE AMOUNT OF EARTH MOVED DURING THE GRADING OPERATION .. 31. THE PERMITTEE SHALL COMPLY WITH THE GRADING CODE REQUIREMENTS WHEN AN EXCESS OF 5,000 CUBIC YARDS OF EARTH IS TRANSPORTED TO OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS. #' CHAMPE:fl -t- D I I J_ ~ IS ' ' OMIT ROU;/D1/.IG /"Of', f?lf"EG LESG,TJ-/A;/ 48'' DIA .• T,,4BARS ~ r i /(p" o.c. \if! . L I FRONT ELEV. SINGLE HEADWALL SINGLE HEDWALL D H ·L Steel Coric in, ff,.Jn 11,-in. Lbs. Cu. Yd 18 3-2 7-0. 50 091 24 3-8 13-6 75 1.20 30 4-2 IQ-0 85 1.52 SECTION N.T.S. ..... H=E.:.....:A.::....DW~A L=L~(i\ • (N.T.S.) V GUNITE DITCH B PER 1'6" PLAN ~ eC)v ~ 0 10· ,~ ~ ~ " <C j u " ' ~ A B 1 '6" z 0 ~ Lfl vi -~~~ av9 ( RIP-RAP DETAIL 5 SHEET 103 z <C ~ ~ #4 BAR 18"0.C. ~ ,[ 5' rTRANSITrONI GUNITE DITCH PER PlP.N 1 6 .. ~6"~Wl4xWl.4 WELD!::D ~~ WIRE MESH CUT OFF WALL SECTION A-A b l'-6" SEEPLAN 1'-6 .. SECTION B-B f'.i3\t--"--GU~N~IT~E~D_IT~C~H~A=N=D~E~NT_,_,R=A~N~C=E~-=-D=E-'--'TA....:.:1=-L \:J ( N.T.S.) Design Profile 1: 1 Projection Alluvium Topsoil --- - - - ALLUVIUM AND TOPSOIL REMOVAL DETAIL PROJECTED PLANE 1 TO 1 MAXl~AUM FRm,1 TOE OF SLOPE TO cor-v1PETENT MATERIAL KEY DEPTH (DJ-----~ EXISTING GROUND SURF AC,E REMOVE UNSUITABLE (N. T.S.) COMPACTED - - - --FILL ___ _ SLOPE AT LOWEST BENCH TO BE APPROVED BY GEOTECHNICAL CONSULTANT FILL SLOPE REMOVE UNSUITABLE MATERIAL~ -COMPACTED -.---:_, ---FILL -_.----------~-------_-_-;:-~-:-:-~~-h7; -? ~ -;---:/""-. ~~-:::-_....-~-~------?,..e'!.. A ------~ EXISTING GROUND _. _. ~-=-__ ,0s,;,e~:,,::--~ BENCH (TYP CAL) 4' SURFACE\ _ _.---_....--; -~----_-_ SLOPE AT LOWEST BENCH TO BE _. )... _. -- --2% MIN ----,,. ... ---15' ~-IIN------J APPROVED BY GEOTECHNICAL CONSULTANT --.\JlHI ---_. 2, MIN. LOWES I 3ENCH --_. _. (KEY) • CAN BE CONVERTED TO FILL SLOPE 'NITH A Mlr~IMUM 2 FT. O'.;:EP ANO 15 FT. WIDE KEY AT TOE. NOTE, CUT SLOPE PORTION• (TO BE CONSTRUCTED PRIOR TO Fill_ PLACEMENT) .. FILL OVER CUT SLOPE SUBDRAIN AND/OR GREATER DEPTH AND/OR WIDTH OF LOWEST BEi ICH (KEY) MAY BE RECOMMENDED BY THE GEOT[CHNICAL CONSULTANT BASED ON ACTUAL FJELD CONDITIONS ENCOUNTERED DURING GRADING. BENCHING DETAILS (N. T.S.) . , FINISH GRADE \JO ov:::i:?SIZE ZONE - - - - -10' MIN. OR DEEPEST UTILITY COMPACTED----l --------FILL - - F"ISH SLOPc FACc~ = = = = = = ~;~1=1J ~ = ~ = ~=~=~=~~=::::~~~~~=~:=cc -----~-------------------------~---------------~---- -~ ---rn-f ;_~;:---= -= _c,;-~ -=~~ E ·=-c-°TC= =•C ~-=-=ftj~ -=-=-=-=-~_;:{=-=-Q-=-=-= ~=-=-=-:n~=-=-=-=-=-=-~ _--. 3' MAX. ~~=~~"~z:-~~~~\~~~~~~w~~:~--~---~ ~~~ ~ ~ ~ • SHOULD BE C01v1PACTE) TO 90% ~EL4TIVE CO~;l.=>ACTION PROFILE ALONG WINDROW OVERSIZES CAN BE PLACED EITHER ON A COMPACTED FILL SURFACE OR IN A TRENCH DUG INTO COMPACTED FILL AND THEN SURROUNDED WITH GRANULAR SOIL WHICH SHOULD BE DENSIFIED BY FLOODING. (GRANULAR SOIL SHALL MEAN ANY SOIL WHICH HAS A UNIFIED SOIL COMPACTION SYSTEM [UBC29-1] DESIGNATION OF SM, SP,, SW, GM, GP, OR GW WITH SE ;,, 20). INTERIM COMPACTED FILL SURFACE 6" MIN. TRENCH DUG INTO COMPACTED FILL LARGE ROCK GRANULAR SOIL CAN BE PLACED IN STAGES (FOR LARGE ROCKS), OR AT ONE TIME (FOR SMALL ROCKS) INTERIM COMPACTED FILL SURFACE ,// SMALL / \ ROCK GRANULAR SOIL (SE;, 20) TO BE DENSIFIED BY FLOODING ROCK PLACEMENT DETAIL ROCK DISPOSAL DETAIL (N. T.S.) 1 1 f.'AX BENCl-'lf..G ....J.--SUBDRAIN TRENCH SU8DRAIN SEE ALTERNAT[S A & B AL TERNA TE A: PERFORATED PIPE SURROUNDED WITH PERMEAB°LE MATERIAL 'I DESIGN FII\JISH ~11 l:- GeAOE _cl I,- -=11 •• _c-1, FILTER FABRIC l, A ., NATIVE BACKFILL (MIRAF"I 140 OR APPROVED EQUl'IAL[NT) _ 1 ol,,=======i:aaa .3/4" TO 1-1/2" • • .. • • -• .• CAP 1/ CLEAN GPAVEL OR b~~~~~~~~:,L~• APPROVED ' EQUIVALENT '5' s· 20' fJIN 'IJIN PERFORATED 4"© l-.1IN. PIPE IJQI\PERFQRAT[D DETAIL OF CANYON SUBDRAIN TERMINUS ALTERNATE A-1 SU8DRAIN 5·· Mlfl COVER PERFORATED P1PE 5"0 \11I'\i ALTERNATE A-2 AL TERN A TE 8: CLEAN GRAVEL WRAPPED IN FIL TES FABRIC AL TERNA TE 8-1 NOTES· OVERLAP ---\ --i' r FILTER Ft.BR MIRAF1 140 FIL TEis F ABR:C c OR APPRO•,ED ' EQUIVALENT L 3/4" TO 1-1/2" CL£AN • GRt.VEL OR APPROVED ECUl'JALUH 9 FT 5/FT ALTERNATE 8-2 • IN ADDITION TO 6" M1N OVERLAP. IT 15 SUGGESTED THAT FILTER FA_BRIC BE PROPERLY T1ED (SUCH AS 'NITH NAILS) • SUBCRAIN INSTALLATION -SU3DRAIN ;>IPE SHALL BE INSTALLED WITH PERFORATIONS DOWN OR, AT LOCATIO\JS DESIG~JATED BY THE GEOTECHNICAL CONSULTANT, SHALL 8E PERFORATED PIP[. • SUBORAIN TYPE -SUBDRAIN TYPE SHALL BE ASTM C508 ASclESTOS CEMENT PIPE (ACP) OR ASTM D2751. SOR 35 OR ASTM D1527, SCHEDULE 40 ACRYLONITRILE BUTAQl[NE STYRENE (ABS) OR ASTM D.3034 SDR 3? OR ASTM D1765, SCHEOUI_E 40 POLYVINYL CHLORIDE PLASTIC (PVC) PIPE OR APPROVED EQUIVALENT. SPECIFICATiONS FOR CALTRA\IS CLASS 2 PERMEABLE MATERL~L • f US. STANDARD SIEVE SIZE , .. 3/4"' 3/8- NO. 4 NO 8 NO 30 NO 50 NO. 200 PERCENT PASSING 100 90-700 40-700 25-40 18-33 5-15 0-7 0-3 SAND EQUIVALENT > 75 r-j\ ...... • __ C~A_N_Y_O_N_S_U_B_D_R_A_I_N_D_E_T_A_rL_---'---_ V (N.T.S.) ; OUTLET PIPES - 4'\:• NCNPERFORATED PIPE 100' MAX O C HORIZONTALLY, 30' MAX. 0 C VER TIC ALLY ---,-..._ KEY 1'+ ----------- DEPTH L A. -27. - - -- 1+= _ -KEY :orroM-~ :;;;-n~ ;.~-;;~ -= -- 2' ~IN. OR Y--i,..---KEY WIDTH (W)_ig~::-±....;:: PER APPROVED 15' MIN OR PER APPROVED REPO / LAN REPORT/PLANS MIN. BACK CUT 1: 1 OR FLA Tl[R TYPICAL BENCHING SUBDRAIN SEE AL TERNA TES A & B SLOPE AT LOWEST BENCli TO BE APPROVED BY GEOTECHNICAL CONSULTANT CAL TRANS CLASS 2 PERMEABLE MATERIAL (7' n. 3/FT.) T-CONNECTION < 6"' MIN COVER PERFORATED PIPE¥1 10' MIN. E.\. SIDE CAP f"OR ALT 8 "----NONPERFORA TED 4" MIN BEDDING OUTLi:T PIPE DETAIL 8-B T-CONNECTION NOT[S· • ACTUAL DIMENSIONS OF FILL BLANKET, BACK CUT. K[Y WIDTH, KEY DEPTH, N~D SUBDRAIN 1,/,AY BE CHANGED AND ADDITIONAL KEY H[EL SUBDRAIN, BLANKET DRAIN. OR VERTICAL DRAIN MAY BE R[COM'.l[NDED BY THE GEOTECHNICAL CONSULTANT BASED ON FIELD CONDITIONS. • SUBDRAIN INSTALLATION -SUBDRAIN PIP[ SHALL BE INSTALLED WITH PERFORATIONS DO'Nt+ OR. AT LOCATIONS DESIGNATED BY TH[ GEOT[CHNICAL CONSULTANT. SHALL BE NONPERFORA TEO PIPE. • SUBORA;N TYPE -SUBDRAIN TYPE SHALL BE ASTM C:108 ASBESTOS CEMENT PIPE (ACP) OR ASH,! D2751. SOR 35 OR ASTM D1527, SCHEDULE 40 ACRYLONITRILE BUTAOIENE STYPENE (ABS) OR ASTM D3034 SOR 35 01:/ ASTM D1785 .. SCHEDULE 40 POLYVINYL CHLORIDE PLASTIC (PVC) PIP[ OR APPROVED EQUIVALHJT SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL US STANDARD SIEVE SIZE , .. 3/4" 3/8" NO 4 NO 8 NO 30 NO 50 NO. 200 PERCENT PASSING 100 90-100 40-100 25-40 18-.33. 5-15 0-7 0-3 SAND EQUIVALENT > 75 PERFORATED PIPE 4'"0 MIN. ALTERNATE A PERFORATE[! PIP[ SURROUNDED WITH PERMEABLE MATERIAL POSITIVE SEAL SHOULD BE PROVIDED AT THE JOINT- 5% MIN ::--..... Ouni;P1PE FILTER FABRIC (MtPAFI 140 OR EQUIVALENT) OVERLAP 3/4" TO 1-1/2~ CLEAN GRAVEL OR APPROVED EQUIVALENT (J FT. 3/FT.) T-CONNECTION (SEE DETAIL B-B) ALTERNATE B CLEAN GRAVEL WRAPPED IN FILTER FABRIC SLOPE-BUTTRESS OR REPLACEMENT FILL DETAIL (N. T.S.) FINISHED SLOPE FACE ---- PROJECTED PLANE 1 TO 1 r,1A.Xlf,iUM FRQf,1 TOP OF SLOPE TO COMPETENT MATERIAL----- GROUND NA TUR AL---......._ .-_.. ..,__. --------------z-_-_-_-_-_----/--/ COMPACTED -,...._ ----- rlNISHEO CUT PAD KEY DEPTH (D)-~ ------;L.-- - FILL -/-.---- - - -/._-- - - - 7""-" PAD OVEREXCAVATION ANO RE- -__ --2_-=-=-~?-,...--~ COMPACTION MAY BE RECOMMENDED OVERBURDEN OR UNSUITABLE MATERIAL - - - - - - .z. - - BY THE GEOTECHNICAL CONSUL TANT ,;r -BENCHING ENCOUNTERED. =--=-✓-=-:-_z_,,-~ TYPICAL BASED ON ACTUAL FIELD CONDITIONS -'L;-)i'~~ -- - - 2%" Ml~J 2' MIN. 1 5 FT. MIN. LOWEST BENCH (KEY) (W) COMPETENT MA TE RIAL ACCEPTED BY THE GEOTECHNICAL CONSULTANT ~ SLOPE AT LOWEST BENCH TO BE APPROVED BY GEOTECHNICAL CONSULTANT fJOTE, SUBDRAIN ANO/OR GREATER DEPTH AND/OR WIDTH OF LOWEST BENCH (KEY) MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON SUBSURFACE CONDITIONS EXPOSED DURING GRADING. ~~~ 'f\}~• € ... ,I;: -~ <= ... "" ·-•.' .. SIDE HILL FILL KEY DETAIL (N. T.S.) ; DR. 14 15782 'Sir L 85 f 727 1 1/2 0 1 • 3 inches on originol drowing 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY GEOTECHNICAL ., ' ' DETAILS ,;n/11 ffE:VtScD 1(£ YWIDTH DIM. l/22fi/ 1,~f.f'o,_f~:J.':-TO R.C.E. 41243 DESIGNED DRAWN D.M.W. CHECKED SCALE AS SHOWN DATE OWG. NO. i I I I "2 ::i:: £ to ,.., i <;::: i ✓ i ~ ~ s z 5· ~ ,('-i-V' 0 -p 0 :J~ § ,,.._ ,... \.I "<O "' • "' ,, NOTES CONTINUED FROM SHEET 102 32. N/A 33. N/A 34. ALL CONCRETE STRUCTURE THAT COME IN CONTACT WITH THE ONSITE SOILS SHALL BE CONSTRUCTED WITH TYPE 5 CEMENT, UNLESS DEEMED UNNECESSARY TO SOLUABLE SULPHATE-CONTENT TESTS CONDUCTED BY SOIL ENGINEER. 35. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SlrE APPROVED BY THE DISTRICT GRADING INSPECTOR. 36. 37. 38. 39. SLOPES EXCEEDING 5' IN HEIGHT SHA! L BE PLANTED WITH AN APPROVED PLANT MATERIAL. IN ADDITION, SLOPES EXCEEDIN' 15' IN HEIGHT SHALL BE PROVIDED WITH AN APPROVED IRRIGATION SYSTEM, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL APPROVAL. N/A PRELIMINARY cOIL AND GEOLOGY REPORTS AND ALL SUBSEQUENT REPORTS AS APPROVED BY EMA/REGULATION. GRADING SECTIONS ARO:: CONSIDERED A PART OF THE APPROVED GRADING PLAN. 40. ALL EXISTING DRAIf'4GE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORM WATER AR,: PROVIDED AND F ,NCTIONAL; HOWEVER. IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE ~OR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 41. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN 1 /2 MILE • 1F HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 8:00 P.M. AND 7:00 A.M. DAILY, ON SUNDAY OR ON A FEDERAL HOLIDAY. 42. N/A 43. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO THE BEGINNING EXC..-✓ATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF ADJOINING PROPERTY. THE Ill ncE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND 'VHEN THE ' •CAVATION WILL COMMENCE. THE ADJOINING OWNER ·SHALL BE ALLOWED AT 30 DAYS AND REASONABLE CESS ONTO THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES. UNLESS 1TECTED BY LAW. "' 'SION CONlROL: IN CA<;r OF EMF'.'~ENCY CALL: -wr . 714 -c,,44 _z91e ------ ~, • AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE . S ~ON. NECCESSARY MATERIALS SHALL BE AVAIU. lLE ON SITE AND STOCK PILED AT ; , '/ENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IM . ~•NT. -'i. FROSION CONT IOL DEVICES SHALL rWT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE J Jll_r ••~ OFFIC,Al. 17. _.,OVABLI ER"1SIC~ W>TECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH DAY WHEN . "' S -DAY tlAIN PR •b.-,clll JY FORECAST EXCEEDS 40%. 48. FTl:.r ~ RAl,J;,"Y ALL ::," T AND DEBRIS SHALL BE REMOVED FROM STREET, ~1-':C~ ',p , \NO 'A'ilNS. 49 •,.;','rJ)[O AR , .:i I ·tRMITTED AREA p,~I-.ETER MUST DRAIN AWAY FROM THE FACE OF SLOPES M CONCLuJI CH •ORKING DAY •JRAINAGE TO BE 0Ir,cTED TOWARDS DESILTIN• FACILITIES. 50. T PERMITTEE Al D CONT, • IR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY Pl ECAUTIONS TL ,p-1rw PUBLIC TRE" ~S ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CON , ... 51. THF U~uERS"GNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS I~ 4S:CORDANCE WITH APPROVED PLANS. UNOERGRO•JNO STORAGE TANK REMOVAL: 52. IN THE EVENT THAT SOIL CONTAMINATION IS DISCOVERED DURING THE EXCAVATION AND REMOVAL OF AN EXISTING TANK. WORK SHALL BE STOPPED UNTIL A SITE ACCESSMENT AND MITIGATION PLAN HAS BEEN PREPARED, SUBMITTED AND APPROVED BY HCA/ENVIRONMENTAL HEALTH AND EMA/GRADING. 53. ISSUANCE OF A GRADING PERMIT DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER AGENCIES WITH REGULATORY RESPONSIBILITIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. 1· FREEBOARD SEE" PRESSURE RELEASE,, OPENIN0 .DETAIL AT RIGHT SU:fibt--1 t,-c_ Z l-tl.lS ARMOf: -X--r APEZODIAL CHANNEL (N. T.S.) ~<01 0'°t:::===,c=======================o If) C " If) L , .lo" + f _] 112'~3"'GALV. +:;1/ /\ ANCHOR BOLT y '\__ ~ HEADWALL / /~-#4 PERI METER , BAR DETAIL A ,N.T.S. 1/i'x6'GALV. ANCHOR BOLTS, EXPOSE 3' OF THREADED ANCHOR BOLT DETAIL A ,I/CCE:55 R0,4D GRATE S= 0.0100 (TYP.l / ==-l=+===c:::=======..,___;:::::=============j // r ~~-L J <--J~~ 18" R.C,P.(TYP.)I'3ool7 ~JTH lel-iC-IWe, </i;,~ !3'1C~F/LL ,-,'1· _, TRANSITION , ,~ ~,~ BOTTOM OF [,_, 11 9'v EX/Sr 6/?CJW" 0I,cH " "4 GALV. BARS@, 5"0.C,, WELDED ------~ r-1 ---------r= HEADWALL-----..: 1.5 I 1.5' I I I -----!...OFFSET BOLTS TO MISS FRAME i ~ 4' .I PLAN (N. T .SJ I . • • ------ - - -i---~----_J_- "4 PERIMETER SUPPORT BARS SPLASH WALL @ INTERCEPTOR DRAIN TO PIPE CONNECTION 17r-----.....;;_ ___ _;_(N~~~.S-J_:__:_-=.....::.....;:....;_;_;....:..:::--=-:..__:_::_;~ PRESSURE RELEASE OPENING (SEE DETAIL BELOW) C I I\ ,J 8'oc 'I c; .,::;, '" ~ 1,,::--Z'xZ'TuBULAR 5TEEL . ½ !Yj ' rtrJJ5HeD GRAP£ -c;· f-1 91 I I -. ''? . , ,"!-' ',• ,. ,¢·. -· , @METAL HAND N.T.S. ' ... -, • -•. ~-~ !l: . " .... , --~ •l L ..... I /' J 1 RAILING 15" 12' ~" PROCESSED M!SCE~LANEOUS BASE ~ - /p""'"i\'U=rAL HAND RAIL/Nb (p '""'" C - -•-.. I/ Ii' E 1" A 11,JIN .. " --.. WALL PE~ -. ~ ·•. ~ • 0£7'AIL (;, I' • :-·;, ·, : DISCONTINUE FILTER BROW DITCH 2"Xl'Xb" COARSE SAND NOTE: -:_:_ -X -FABRIC AT SAND 6"~"---.... PLACE SAND BLANKET IN CONJUNCTION WITH ARMORFLEX REVETMEN"t PRESSURE RELEASE OPENING DETAIL (N.T.S.) PLAm-5 OR TREES MAY 8E PLANTED THROUGII 11-IE SAND & GRAVEL OPENING. --===it:======-====--============"'-.c=====""""''~'•C7 ris\i---1_5_' W_l=-D ;;:;..E ...:...cAc..;:..C...;;...C E:;;;:_S:.....;Sc......;_;_RO:....:..A..:..::;D_ ~ (N.T.S.) ' COPPER PIPE W / THREADED ENDS ___ MORTAR OATING THREDOLET ··-. ·.: ~----EXTRA STRENGTH ' , NYLON INSULATION BUSHING ". COAT ALL EXPOSED METAL WI EPOXY POLYMIDE PER -------1.R.W.D. SEC 09900 C.M.L. +C STEEL PIPE CONNECTION DETAIL FOR C.M.L. +C STEEL PIPE ONLY) l- --::II I=-, ·II-=11,- -=I I I=-• 'I- N.T.S. SECTION A A GEOTEXTILE FILTER FABRIC.. PER O.C.E.M.A. STD. 1808 12· 18~,;, RIP-RAP T=:33"' D50= 1~0 lbs. (15~) 7' TERRACE DRAIN PER O.C.E.M.A. STD. NO,, 1 321 -== Ci) 12' TERRACE DRAIN 1 1------'--"=------'---='-------'-~~~-=---- ( N. T.S.) Ull. 11412<!3 W,3·!V ·1/ . ' ·, ~--·· DR. 14 15782 She&t 86 of 177 1 1/2 0 1 2 3 inches on original drawing ORANGE COUNlY ENVIR'JNMENTAL MANAG[MENT AGFNCY I ~Q J. "5 ~ ~j 8 & ' * z 3 fl- Q I/' a ~ ~ ~ c- 3 .--- ~ , -,J' A .. 6" -1 'oo I + I 1D I _l- / -I I I I \ \ B \ -' .Cc0---, _ ~see detail G 45· I I / ff' fillet -~•I ' Jl-" G"FILLET I I I I I I I J I I I 3" 45· SEE STORM DRAIN PLAN FOR RIP RAP DIMENSIONS 4 PIPE DIA. (MIN.) A L , ~-see detail F L C grouted rock as noted on pion ---.PLAN ~ /), ;;~OUTED AND NON GROUTED RIP-RAP TO CONFORM [l!.::, • TO EXISTING GROUND. / @IMPACT TYPE ENERGY DISSIPATOR (N. T.S.) SECTION A-A 4 #5 DIAG L=4'-.3" 1-1/2" GROUT HOLES FOR FLOOR SLAB #S@C C-C TYP TOP & BOTTOM OF SLAB SECTION 8---8 4 #5 OIAG L=2'-9ri PLACE OIAG TOP & BOTTOM REINFORCMENT DETAILS FOR FLOOR t.ND ~OOF SLABS TYPICAL >--~~-~ .3/16" w ~ 0~ I~ Z4 , <I ~~ 'a p g ' i ~ ' - ~ 0 w ~ 0~ I~ Z< ~I ~~ t STEPS-SEE NOT 3-.. ~"' w ~- &Ji' :t: jA' PIPE RAIL SEE NOTE 7 I --1' SEE DETAIL A FOR JOINT ~ 'o ' " ..u,;: ,Pd., -COUPLING 3· Q" y ROUGHEN SURF ACE 3· o· SLOPE 1/8" PER FT ~ •-v P' ~ ,_ 1-1/r GROUT HOLE 2"X6" INSIDE DIAMETER LIGHT WEIGHT METAL INSERTS TYPICAL FOR ROOF SLAB GROUT RAIL IN PLACE V 6" t ;,: e / 6' CHAIN LINK FENCE PER O.C.E.M.A. STD. 600-0-0C. / \ / \ lpp \ .. 1:1-~ Place .3/8" expansion--~ joint material between II pipe and _wall .ff-~---X "' "' Zz "'0 _J --- 0. "' z zw ;,' ::; 0:: ---0 o ::; 0. 0:: "' 0 a:: f-!!, "' "' w "' wo "' u. PRECAST ROOF ·3LAB ,,-~ ~ ., 0~ zw "w 4Z ~ ~ STEPS ARE w ~-q~J!~L!OUc::S ~ > T HArT ~ m Oo ~w ~z SEE z~ Wr 0~ NOTE 3 A) w z~ "w ao Iw i--~m Ww OI 0~ w Jo x~ Wz :;:o <~ ~< OU eS Ie PRE CAST ~u FLOOR SLAB ~. Wx Ow ~ o) ~ i'--JOINT DETAILS PER NOTE 8 I rougbened--/ construction joint p.c.c.-~ . ._ .... "'"_..,.. _,, ,!-'.;:;/; .. ;-! 4 @ 10" & NOTES 4 ·@ 18" #4 @ 18" both ways !FRONT AND BACK FACE) SECTION 1. MANHOLE Sf-JAFT SAFETY LEDGE WILL SE NOTED ON THE PROJECT DRAWINGS WHEN REQUIRED. GENERALLY, IT IS TO BE CONSTRUCTED IN DEEP MANHOLE SHAFTS 20 FT OR GREATER IN DEPTH 2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MAN- HOLE IS REQUIRED. .3 STEPS SHALL BE .3/4" ROUND GALVANIZED STEEL ANCHORED 4" IN THE WALL OF TH[ STRUCTURE. STEPS SHALL SE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT SEE DROP STEP DETAIL HEREON_ 4 CONCRETE SHALL DEVELOP 3000 P S I OR CREA TER IN 28 DAYS. 5. REINFORCEMENT SHALL BE PER ASTM A615, GRADE 40 REINFORCING STE[L SHALL TERMINATE 2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. GROUT HOLES. PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOOR SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT GROUT AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THE FIELD BY THE ENGINEER 7. PIPE ROLL SHALL BE FABRICATED OF 1-1/4'" STANDARD GALVANIZED PIPE COMPOSED OF TWO SECTIONS 7.5' AND 1.5' IN LENGTH JOINED BY A GALVANIZED COUPLING THE COUPLING SHALL BE THREADED A MINIMUM OF 2" ON EACH PIPE LENGTH 8. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FOR REINFORCED CONCRETE PIPE SECTIONS AS SHOWN_ ALL JOINTS SH/ILL BE FILLED WITH 1-2 MORTAR AND NEATLY POINTED OR WIPED ON THE INSIDE. \' r 6' CHAIN LINK FENCE PER O.C.E.M.A. STD. __ ,. 600-0-0C. SYMMETRICAL ABOUT t. -~· DO NOT PLACE NON-GROUTED RIP-RA ~ OVER GROUTED RIP-RAP. PROVIDE A SMOOTH TRANSITION FROM GROUTED RIP-RAP TO NON GROUTED RIP-RAP. first layer of rip-rap placed at random (2)#4 m ·-·-· P.C.C. with maximum spacing of 2" between rocks. Embed rip rap BM Into the concrete. RIP RAP DIMENSIONS PER ( STORM DRAIN IMPROVEMENT SECTION 8-B 4" fillet in. 6x6/10/10 wire mesh where slope is ste~per than 4: 1 4 Pi e Dia. min. A-A --1 DISSIPATER DIMENSIONS a 4.80' H h 360' L PLAN. TOP OF RIP-RAP S ALL NOT BE HIG ER 8"min. 8"0PENING 7.1' 12.6' . C 4.80' w 9.5' SECTION c-c e ('\ "('\' t 0.61· f I ,:_r,• t' 1.0' #4i!l8"0,C. 80TH WAYS OeTIONAL CONST. JOINT f 4~ 18'" o,c. BOTH WAYS #4i!IO" O.C .. BOTH WAYS #4 @ 18" o.c. BOTH WAYS FILLET EXISTING GROUND #4 @ 18" BOTH WAYS F 6" FILLET • DETAIL G P.CC STORM DRAIN NOTES: GRATING PER O.C.E.M.A.---.... TERRACE DOWN DRAIN STD. 1331. c2_ __ ,.'0~•- R,C,P. ~ D #4Cl8" O.C. BOTH WAYS • i I I ,.1' 181 r > ~ l ; □ 4:1 - ..-,o p1P£ j' . · I . :· V ~ • • 4'-U" .I~ I -ow D 5E£8cL STEEL PER O.C.E.M.71.. STD. 1301 #4@18" o.c. 80TH WAYS MODIFIED DOWN-DRAIN TO PIPE TRANSITION DETAIL (N.T.S,) SYMMETRICAL ABOUT 'i_----, _-,-,, __ 8'' t/2 H b f ~'J!IB"O,C. BOTH WAY r r ------v 0 BAFFLE WALL ....... , #4 @ 10" CONTINUOUS FROM FRONT FACE OF BAFFLE WALL #4@18" o.c, !BACK FACE) t4 @ 1 O" O.C.(fRONT FACE 0TH WAYS LAP 18" -~ #8 EDGE BARS ADDIT'ONAL WALL REINFORCEMENT NOT SHOWN A HEADWALL SHALL BE MONOLITHIC. LAP ALL BARS AT CORNERS 30 DIAMETERS IF NOT CONTINUOUS. I.) FOR BEDDING DETAIL OF RCP SEE O.C.E.M.A. STD. PLAN 1319. 12)#5 I I I I 12)#5 A P-LAN MIN. 7 2)#5 ELEVATION < (2) #4 OR #5 SEE NOTE 2 #4 OR #5 1 2" O.C. EA. WAY, SEE NOTE 2 6' CHAIN LINK FENCE PER O.C.E,M.A. STD. 600-0-0C. REINFORCING DETAIL GROUND =1l1UN.E I 111 111=--, , · _, 12)#5 -~','L-f'L4+--=:,.,.,~-----,. (2)#4 OR #5 SEE NOTE 2 I I I I I CONTINUOUS BAR 90' BEND #4 OR #5 12" O.C. EA. WAY SEE NOTE 2 #4 OR #5 12" O.C. EA. WAY SEE NOTE 2 b I 2" TYP. #4@4" o.c. 3' -O" SECTION D-D DR. 14 15782 ' i:fl eet 87 of 177 1 1/2 0 1 2 VERTICAL SECTIONS T Iii NOTES: SECTION A-A 3 inches on original drawing 1-1/4" DIA.-.3'-4" LONG DETAIL A -ROTATED 90° .. .• ~f--M_A_N_H_O_L_E---:-L_E~D-=G_E_D_E_T_A_I L_ V (N.T.S.) 146 Ii' 1---~~----11i1 1111 NT S. VARIES ( AS REQ'D BY THE .. ' STRUCiURAL DRAWING) J 1r3/.'.4" ROUND MILD STEEL sJ.R PLAN VIEW ...,..A E BEND HOT IA E!_i _ 2-l/2"1=U -R~~~]J~ SECTION A-A FRONT ELEVATION [6- DROP SlEP DETAIL N.T.S. NOTES 1 AN ALTERNATE STEP MAY BE USED SUBJECT TO THE APPROVAL OF THE ENGINEER. 2. ALL STEPS WILL BE FIRML y AND RIGIDLY SET AND NO CONES OR SHAFTES WILL BE • ACCEPTED WITH BENT OR CRACKED STEPS. 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRETE. 2. RE1NFORCING STEEL SHALL BE NO. 4 BARS FOR "W" UP TO 60". ABOVE "W"=60" NO. 5 BARS SHALL BE USED. 2" MIN. CLEARANCE, 30 DIAMETER LAP, ALL • STEEL. 3. ADJACENT SLOPES SHALL BE 1"-· 1 /2 TO 1 OR FLATTER. 4. MULTIPLE PIPES TO BE SET WITH LONG- ITUDINAL CENTERS 1-2/3 DIAMETERS APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/ 4" RADIUS. 6. "W" SHALL BE INCREASED WHEN MULTIPLE PIPES OR PIPES ON SKEW ARE USED. DIMENSIONS .. .. STORM DRAIN PIPE L E F w DIAM. 2,4" 4'--;:;;9" 2'-8" 4'-0" 2·~5" 30" 5'-5" 3'-0" 4'-6" 3'-0" DETAILS 36" 6'-0" 3'-4" 5•-0" 3'-8" 42" 6'-7" 3'-8" 5'-6" 4'-2" 48" 7'-3" 4'-0" 6'-0" 4'-10" 54" 8'-2" 4'-6" 6'-9" 5'-4'' ill tjit/'JI ff£Vi5£[) DETAIL 4'1'(,,(,, MARK DATE DESCRIPTION PREPARED UNDER ~ 64e------,----,------.3. STEPS WILL BE GALVANIZED AFTER BENDING ~ WING TYPE HEAD WA LL ''--~--~---------ti SUPERVISION OFt,.¼,/i!'!,C,"?;,,_<;2"E.(.,~2'-«3 REVISIONS :g OJ (N. T. s.) DESIGNED o oo DRAWN D.M.W. CHECKEQ ___ _ WILLIAM E. WHEELER SCALE AS SHOWN DATE u~IL========================="==============~====;==!k~~r=~~=!=~~~ "'"' 0~ OOJ :Dir. 11/'-llJ7JJ'V ~~ ict( \'11 17-~~t.-t,z.., _s ~ ~~ i ,;;: ~ :r i ~ k' ~~ r-5 ~ z ..f- -C\' 0 I/' 'i7 ~ 'J; E . 0 <"", °)G '5 ~ ---~. I , r======================u======================ir=========;========·,,,.=,,,= ====jr=================== l I ' > Rivi &ROUTC/l-P 8'8L IZ' ,BLOC .c•WEEPHOLE @lt!'(I.C. FG, PER f"',i.AN ZYz" C.L (TYP.) r-,-......-, • ,' • l • ' .... ; ·. ': .. -.. ' • ' ,i,..----Fi 'I? l?ET;I/ININ(:, WALL BA(.KF'ILL f •.:-;_-. 6-0RAIN DETAIL SEE L,El(:,Un:JNt ... A'SS<X-6EDTEC.HJ\IICAL . 1/'l>l6St16AT10N FOK LOWE~ LDOP ROAi:> APP£Nt>JX r PG-r-10, pROJEC, No. l84t31e-1s . ~:;=:;r,:;-t,a~@;,.,~-;;;,, -T J ) ,.o· -0 -r. F. PER >.j PLAN ) 6.0' RETAINING WALL ~,-..--......._ ,,,.,,, .--,.,_,., ......_ _ ·rf•"",.-~ ....---.~ ;."":_,,.:P'-p..-c--~'"""...,•-,,f _.,__.::..;-~--, . "\-..;/~,✓--...,_-~....,.---...... ~,-':-,...,,,, ~ Z" WEEPJIOL/3.5 10'0.C, PL.AN -r.w PE. f"/.AN . , .. : ·:: 4P4@c4" . ...I-+·-':: _ __.·.:. 8"BLOC.IC. • _; ·-. ' · .... oc.K " ' () \\j ,s&'E /'J017; Ar ABOVE:. l?crA1N!N(:; WALL I <:) I ~ ,· \ -'-:~,~f---_-+--- f if \~f/7 ~ T.F. Pl:11' PLAN ' ,,fir~\ ¥, ' ~ < •1 3.0' I p .3" '~'--) 6.0' RETAINING WALL ~ lo' R/vl GROLJTCAP 2" WEEPHOL£S 10·0.c. F-G. r'ER 2!50' 9;;~~ ~ . t, •. ' ,.. . • '; .. ' (I) O') "i 3" ..l 3· 7:W. PEK F'LA/\1 ~ ... ,. • . ' '-~. _.~-' ·u33' OCK 8" ll/\\'#/1\\ ~,q,,, 111 1 \I ~ ~ J 1,0' 1.2:/ NO re: FOR Ii' cT,AIN IN(?. WALL BACJ<FILL~ SUB- DRAIN DETAIL SE£ LE/C,,H7DN ~ ASSOC. GED TECHNICAL 11"Vc5T!&ATION P'O~ LOWEJ<: LOOP goAl), APPENDIX r, P&-I'-10 PROJ£Cr No. 184-l37Z-15 >f4@11:" 6.0' RETAINING WALL. _ 8 5 i--s=-=-r.=A:-. --=1=2 .... +=3=5--=li::-,:o~s=, A;... . ...,,r,.;.;6~-1-~o/;.;:;S;.;___ __ (N.T.S.l 4" Gl<'OLJ1"'CAP 1</vJ o.5' Z•' WE£f'J.IOLJ':-S @ 10·0.c. PLAN ~ 1 I -~' I ~ ,~ ~----~,--------+t~;~::.~~tt.-----~ "' , 1 6. P.V.C. SCH. 40 .: ~ .AJNCTION STRUCTURE AS NECESSARY . :. ...... ' TYPE VI PER .. P.V.C. sc;tt. 4o ..--''--•c.,·"' O.C.EJAA STD. No. 131~ " ENCASE 6" PIPE WITH CONCRETE STORM DRAIN 24" ■24" CATCH BASIN BROO:<S NO. "2424 WITH ALHAMSRA FOUNDRY RAISED GRATE AND FRAME NO. A-1850 OR APPROVED EQUAL. or. 5' ,Y,{,c/. uNOE.R TRAFFIC,.. AREA.,; (NOA/-,I.AND SC.APE) CONSTRUCT 3" THICK CONCRETE FLOOR IN BOX MATCH FLOW LINES TROWEL TO DRAIN. NCASE 6" PIPE E w 1TH CONCRETE NCTION STRUCTURE JU T YPE VI PER O.C.E.M.A. s TO. N0, 1315 . <1 V ~------- I I / I .. ~-.. -:. ·•=-•. I 6" . ' . .. • . -. . .• .. . . ' . -. • -•· . -~ STORM DRAIN PIPE -. .-24"x 24" CATCH BASIN BROOKS N -APPROVED EQUAL WITH ALHAMB RAISED GRATE AND o 2424 OR RA FOUNDRY FRAME No. A-18SO OR APPRDV ED EQUAL c-TROWEL TO DRAIN CONCRETE INVERT i->j . 6" P.V.C. SCH. 40 ' MEDIAN DRAIN RISER DETAIL (t,L-T .SJ NOTE: REINFORCEMENT SHOWN ON PLANS IS SHOWN FOR INFORMATION ONLY. RETAINING WALLS WILL BE BUILT BY SEPARATE PERMIT. ~- I DR. 14 15782 :nwec 88 of· ill / J 1 1 [2 0 1 2 3 inches on original drawing ORANGE COUN1Y ENVIRONMENTAL MANA,GEMENT AGENCY STORM DRAIN DE"fAILS. \\ ~r ctD/YL\ rz-~o vtz.,--5 <; ~ G' ,..., ~ ., fl V' ~ ~ f C ~ Q .... ~ . ~ 0 ' ::5 cl' 0 ..,.. l ~ 3 ,- ..-I ,.., z. ~ t ~ 1 ' f i -~ 0 -. A ,.... 9 v' ,.. ' I/ I <,," \ ~ \c ' J -.&1; '""" 0 I"' / 0 ~ / ~ I J '"Yz" BoL-T rYP. 1/8" &'' O.C- PIPE OIAMETER • ELEVATION VIEW ~62 ---'--'-D;;;...;;E=B;.;...R;.;..;;IS;__.;.,.P.;..;..RO,.;;;_T;;_;;;E:;;...;;C;....;..T.;;..;;1O...;;..;N;.___ ~ SCALE I"= 0.5' I/ • -~I 8 0 t Gi , I~ 11r,0 • • ~ \ ~ • !...i ~ --. \1/,e,BOLr lf.C.P. . ' 8" HEADWALL- Ffi'AMc ANt,,L.-E:. SECTION A-A SCALE 1"=0.5' BA I'(' RIEi?-J-IEADWAL'- k SECTION B-B SCALE 1"=0.5' H6TD1P GALVANJtEt, _ _,, HfliZDwAQ.E. CAST ALUMINU!ll _ _,___ ,,;;,R.EADEi'. euP 14--------e:,o''------~ • " 38 " • 'f,,, CM1eClSIOIJ .i:!er.SrAl'IT '/z.-/3 71/READED E'IE OOLT P!Jl~r,c. l"1PeEZ>,v/lJ'm 0161...E HtlT i:,,p 6/lLl,flAJ/lID HOTDIP6Al\JIIIJ12ED --------ll□ ~-J ~~=~=O~~====={Jqi Dlltxe,\LL 13~ I ... ALllrlli,VUII'\ cA~i11Ju ) HI! 1<.t:, w /lQ. C: eaStol\J NT· ALLlml/JUlll 5wl!GE S.LE'J ES { 2 l'IA<:13) NOTES: I ('lf((f6A//l7ffi 3/B -/ (,, 11112£/lbED PIE BOLT rtor DIP GllLVflMI c.ED TO BE U .c.D WITH ARMOFLEX. • • I. ALL BOLTS SHALL 13E 5 /8-INCH IN DIAMETER EMBEDDED A MINIMUM OF 4 INCHES INTO CONCRETE OR EQUIVALENT EXPANSION BOLTS, AND SHALL BE FURNISHED HEX NUTS AND METALLIC WASHERS AT LEAST 3 /32 INCH THICK, 2. THREAD ENDS OF HINGE PIN SO THAT NUTS AND LOCK WASHERS WILL BE FLUSH WITH THE HINGE ANGLE. DAMAGE THREADS BEYOND THE NUT FACE. USE BOLT STOCK FOR PIN. 3, GALVANIZE ALL FERROUS PARTS AFTER FABRICATION. 4. COVER ALL MOVABLE CONTACT SURFACES WITH A COAT OF WATERPROOF . GREASE PRIOR TO INSTALLATION. 5. ALL 5 /8-INCH DIAMETER BOLT HOLES SHALL BE DRILLED ON THE GAGE LINES OF THE ANGLES. \ ~:-l4 15782 Rt gg cf I, I PREPARED BY ) THE -~"''" •Cllll OH.O'llllH £ :C I OEUfTEO /'K)1"e 1u l<El TH :t=.llll'"'' :~~~~J~:~. ~--~:~~ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STORM DRAIN DETAILS MARK DATE DESCRIPTION PREPARED UNDE REVISIONS Wli..~Utff. ~ i ~~ ..--<f -;s ~ t ~ k' C . ~ r C 2 5 I<" ✓ f" 4-(/', 0 i $_) ~ ~ • 0 ~ ) ,...., r; 5 .. 10· co· co· /0' COIYWCTOR SCN€D!IL€ AWG CIRCUIT f/\ fa,, a-. /.,d:,. 0/ . ,3 . 6 0e ,3 ,3 . 3 Q R @( w PHASE -Ft/AICT/0111 . h:0//eMeHTS PeR rVA/CT/0,'./ ---······-I l l I ' ' ( ' ' ' ' ' ' ' ----------I I 04 ,3 ,3 . 6 $5 3 ,3 3 6 . 06 . . . . 3 . c·c, 1-DLC . I o· /5' /0' I 'ii-<\ e. . . If) rVA/CT/ON TYPI!!: COO.RD/,'./ATeD rt/l'✓CT/01'✓ 5 s ., I e 6 4 8 s DP DP SP SP ., -., ,. ,. ., • 08 ,3 ,3 3 6 I I 0 10 20 40 10· /5' 8 /.,.6 0eP e e 04P . e 06P . . 08P e e 0ePP8 I I fl/4 04PP,$ . I 06PP8 . . 08PP8 I I PP8 Common I I //SNS I I SPARES ,3 3 . e . 4 c 4 e 4 . I . e I e I e I e I . 3 6 . EXIST. e·c ,r Pt/LL.ROPE. INSTALL 6 PR #cc IC TO CONTROLLER CABINET® S. lOWER LOOP RD . (APPROX. 6435' ~ TO ~) EXIST. e·c ,r Pt/LL.ROPE INSTALL c #6 (SIG) EXIST. e·c If Pt/LL.ROPE INSTALL 3 #6 SERVICE .EDISON CO. SERVICE POINT (IIAIID/IOLD) INSTALL SPLICE CABINET PER D£TAIL ·r, SIi. 107A /✓OT£ /0 'l'✓OTc II 0 b-==----:<1l ___ E_X_'/._S_T_. -3--c-,r Pt/LL.ROPE /NSTALL~-1----\-"CTiri 6 PR #ee TWISTED, SIIIELD£D INTERCONNECT CABLE.Rt:A.22. -EXIST. l/2"C ,r Pt/LL.ROPE. INSTALL TOTAL. eo c6 17 53 e # /0 (L/Gh'TING) ,r c # 14 (IL.LUM. SIGN) . . Lt/MINA/RE e e Q 10 Sig ,r Sign Common I I TOTAL. ,3 3 0/ . . 0c . 3 Drz.f. 04 . . Loop 05 . I Cabl<Z. 06 . ---08 { 2 2 e U/6 ~~ ----- TOTAL. ( z a, COAIDUIT .s1zErtx1sr111&1 ,3· 3· e . I e 3 e I I . 3 . 3 . I ,=t_ 9-. e 4 /8 -,., 3• ~-,3 tp.J -~ c-TURAIS l..fJ>e ' IQ -e -- 11) .EXIST c·c INSTALL I DLC /, TRAFFIC SIGNAL. Al'✓D HIGHVIAY L.le:HTll'✓G COl'✓STRt/CT/01'✓ SHALL. COAIFOR,'A TO STATe OF CALIFORNIA STAl'✓DARD SPeC/FICATIOl'✓S Al'✓D STAl'✓DARD PL.Al'✓S (DATeD ,/AH /9SS ) AHD THe SPeC/AL. PROV/S/0/'✓S. e. COl✓DVCTOR SCHeDt/L.e IS Ft/Rl'✓/SHED AS Al'✓ /l'✓STAL.L.AT/01✓ GU/DEL.IA/€ ONLY. IT SHALL. 8£ THe COl'✓TRACTORS RESPOl'✓S/13/L.ITY TO PROVIDE THE CORRECT CONDVCTORS REC)V/ReD FOR THE ll'✓Tel'✓DED OPeRAT/01'✓. ---. - .3. t/l'✓L.ESS SHOJI'✓/✓ OTHER/l'I/Se, ll'✓DVCTIVI: LOOPS SHALL. l3E 6'Jt 6' V✓ITH 10' SPAC/l'✓G II'✓ THE DIRECT/01'✓ OF TRAVl:L. Al'✓D Cel'✓TERED II'✓ THE L.Al'✓e. NECESSARY STR/P/l'✓G SHALL. 8£ LOCATED PRIOR TO POS/T/01'✓/l'✓G DETECTORS. (!SEE 61-/EET eoe OF 127). REVISION NO. 6 ONLY 4. l'✓eVI COl'✓Dt//T SHALL. 8£ e-t/l'✓L.eSS SHO/l'✓H OTHeRll'✓/SE. 5. NEVI Pt/L.L.80)(ES SHALL 8£ tlo t/l'✓L.eSS SHOWI'✓ OTHl:RW/SI:. 6. PEDESTRIAN /l'✓DICAT/0/'✓S SHALL. 8£ TYPI: ·er (SE/: SPEC/AL. PROVISIONS). 7. COi/TRACTOR SHALL. £)(/:RC/Se €)(TREl'A/: CARI: TO AVOID DAMAGll'✓G €)(/ST/l'✓G t/T/L/T/1:S. B. t/NGROt/NDED SIGNAL. L./e:HT COl'✓DVCTORS SHALL l'✓OT l3E SPL./C/:D. 9. ALL. V/:HICLc· ll'✓D/CAT/Ol'✓S SHALL 8£ 1e· V✓ITH GLASS Ll:"l'✓Sl:S . PREPARED UNDER THE SUPERVISION OF: ADNAN HINDj::YEH, P.E. R.C.E. 4225 T.E.1488 I DATE: 1/10/92 . 10. //'✓STALL. TYPE ///·8r S/:RV/Cc VI/TH FOL.L.OW/1'✓6 C/RC(//T .aReAl:"cRS, oOA-/P (MeTERED SIGNALS), 80A-/P (t/l'✓l'AeTeRl:D L/GHT/1'✓6), If /5A•IP (/.,1/:Tl:RED /L.L.t//.,1. S/61'✓) II. /A/STALL. B PHASE (TO OPERATE 6 PHASE) /.,?t/LT/SOl'✓/CS seo CONTROLLER ASSl:l'.tl8L.Y /1'✓/TH INTEGRAL. COORDI/I/AT/01'✓ TELeMeTRY, DETECTION AS SHOV✓N, AND l'A/SCEL.LANcOt/S At/)(/L.IARY eC)VIPAf/:,'✓T II'✓ TYPe ·p CA/3/l'✓ET. (Sci: SPeCIAL. PROVISIONS Al'✓D DETAIL. •e,• SHT.IOZA) H±:C>f/JI ;t 10· ~ ,·, 05 EXIST. e·c ,r Pt/LL.ROPE INSTALL IC. RC EXIST. Pt/LL80X A © w ~ - ------ .3-06 6'x OJ . ,o DETERMINED .BY MASTER COMPUTER Dt/R/1/G COORDINATED OPERATION EXIST e·c ,r PULL.ROPE INSTALL 1-DLC ,r 6 PR #ce IC, --1----------j - 40,5' TO LIMIT LI'. E - - --- - ~ OJ t:o,,,, ~c.=---~~---=-=--=i-rr---..::<o:..._ ___ -J r@_s _________ 1/w_w,-~ - e-Hi 4.,.B e.,.B .e,GQV£/IC£ P.1/TH CAL.L.S OQ All PHASI:$ EXIST c·c ,r Pt/LL.ROPE, INSTALL. 6 PAIR ,. ?.e TWISTED, Sh'IELD£D IC TO COi/TROLL.ER CA.BINET ® .N. UPPER. LOOP. P.OAD. • (APPROX. 4490' <t: TO <t:) S€NOOR OCN€l)flL€ 81:QSOR UQIT CHAQQ£L. D£Tl:CTOR I #/ /-<1)5 e 1-<lJe(SC>-e) I #e e-<1Je e 3-<Zie /-06 I /-4)/ (c TURNS) #3 ' <I) e l-4J6(SD6) I #4 . e-<ZJ6 e 3-4!6 I #5 l-<l)4(SD-4) e e-<1J4 I #6 3-<1)4 e Sparrz. I 1-<D6 #7 c e-<ZJ8 I #8 1(, SPARE £ c Sparrz. □ D£TECTOR LOOP LOCATIONS SIi.ALL 8E APPROVcD BY 0.C£.M.A. ENG/NE£R IN Th'E FIELD PRIOR TO INSTALLATION. ALL UNITS SI/ALL 8E RACK MOUNTED, Dt/AL Ch'.ANNcL WIT/I DELAY ,r EXTENSION CAPAl3/LITIES. TIMING /"t/1/CTIONS SI/ALL 8c COLORED G.ATcD. cAC/1 CHANNEL SI/ALL I/AVE CX/AL OUTPUTS. OUTPUT "A" SI/ALL 8c TIMED. OUPt/T "8" Sh'ALL 8c PRESENCE ONLY. (Sc€ SPECIAL PROVISIONS) . (SOX) • SAMPLING .DETECTOR NO.· OUTPUT "ff ~ (Q jJ ~ IRCI .EXIST PUL.L.80X * POL€ SCl-1/EDUL.€ "' I\J ~3• ~ ~ /5' R \ w < I \ ? ' ~ \ ~ I t - ' -co·. co· /0' -' ATTENTION Utilities shoai on the plCII ore based on CM:JBoble records. It shoH be the controetcn sole regponsbntty to verify all existi,g utilities by contacting utility agencies. and to exerc~ extreme care to ovoid damaging existing utilities during excowtion. (CAl.l FOR UNDERGROUND SER~CE 1-II00-422-4133) POL.£ DATA S/6HAL. HPl3V. L.U..-8/&l,/AL. ~:ot///TIIIG PeD PUSH .et/TTO/./ FOU/.IDAT/0// TYPI!: •A• .S/G /./o TYPe NeleNT l:1A l:1A 11'.IATTS I/EH l:1A PED I c9-5·70 30' 50· □ IS e50 SV-l·T SP../-CS c IA 10' TY-e-T SP../-CS /5' 1e· eoo SV·l·T MAS SP../-CS IA 10· TY·/ SP../-CS 5 e9-s-7o 30' 50' □ /5' e50 SV·I-T 6 IA /0' TY-e·T SP../-CS 30' /5' 1e· eoo sv-1-T MAS ~s /0' TY-I SP../-CS 4' -7" -S' P-/-C s □ "F" Ot!3-r4,..JC£. eo· (6£.C0'-10_ M11::VTE'-1c»-l ,hr Je'[:Qu1Ree,) ,If, £.XAC-r f'bLE. LoCA-rt0'-1 B't' oc.e..M.,4. E'-1G,11JeE/i? t,J r,eL.o. 1 1/2 0 I 1 2 3 Inches on orlglnal drawing PREPARED UNDER THE SUPERVISION OF 1J.i¼,A-'l\J~Mk---oATE 6·1\--,o HILBERT \\1LLIAM DICKSON, R.C.E. N0.18417 Hermsn k1mme1 and Associates TRAF"FIC EN01NEERtN0 CONSULTANTS 3"1 $F'RUCE STJ:EET. Na:PO:tT ~ CAI.FO!MA •= (714) 852-tsliS•FAX(7'14} eaz-t:S? '1003'23 POL.£ QUAD TYP£ "" #01'/T/f C 6 EAST s 6 EAST C a SO(IT/f s a SO(IT/f C e WEST s C "" #01'/T/f s 2 Wl:"57' 6 DR. 14 15782 Sheet 90 of 1/; $/Ze 'DOVEJL.e FACE 3·-o·xa·-0· No. Lowcz.r Loop e·-o· x3'-0" e·-6 • xG ·-o· ,Jew~ ca-1s, Dli?. £ c-O"x3'-0" 3·-o·xa·-0· No. Low(V"' Loop e·-o· x3'-0" ·....-.... e·-'o. xG ·-o· NE.WPOt:?rCo-'ST c:::i,e £ e·-o· x.3'-0" I'-&:>" .e I' -&u ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY -;2. ~8 { '% "? J' ~ 'z. C. "( ~ f ,,... s ' ~ 'Z ? ~ .(l.. a \J' 1' 0 ~ ~ ,... "" --. 3 ~ .., 'T'O I ) (/\ t ('I ' lr ~ '2. ...,) ti ~ ~ -\' ,:r; ;f' ,., j'-9 ,.. ./ i ~ 1" tr Q -() J. 9 (J p ? j ..y COIJIDVCTOR? ~~!DUL.~ AWG CIRCt/lT //\ ~ ~ /~ (/)/ -·,3 -,3 " q;e ,3 ,3 -,3 (/),3 --,3 6 (1)4 -,3 -6 (l),5 ,3 ,3 3 6 (/)6 ~'--, - - _,3 - ~ i . -.. (1)8 ,3 ,3 ,3 6 q;ep e e -e (l)4P -e -4 (l)6P - - e 4 1114 (l)8P e e e 4 q;epp,a I I -I (l)4PP8 -I -e (l)6PP8 - - I e (l)8PP8 I I I ·e PP8 Common I I I e //SNS I I I - Spara.a ,3 ,3 ,3 6 l) . , I I I I --1 0 10 20 40 EXIST . .S"C I;' PULLROPE. /If/STALL 6 PR #ee TWISTED, SHIELDED INTERCONNECT CA8LE £,)(/ST. t~·c ,r PULLROPE. /If/STALL e #/0 (L/GHT/IVG) ,re "'.14 (/LLUM. $/Gil/) Cl~ ,::., c'C, 1-DLC---. 'o '-' "-~ fl)~ '\ls C\J~ §'x/sT. PULLeJO)( I ::j §Je•\ I 'l-~ £~ 0 •• EX/ST. c·c ,r PULLROPE A e •/ ~-~.·; E,)(/ST e·c ,r PULLR PE. IIVST-,LL INSTALL e #6 (SIG) ' 6 PR #ee IC TO CONTROLLER • ---.,_ \ CA8/IVET (@ PACIFIC COAST /f/Gh'WAY £,)(/ST. e·c ,r PULLROPE \ #6 -~ """ 1-~ ' APPROX. £ TO £7r /ww /If/STALL ,3 #6 SERVICE ,," [ ,I '\.\ _ £,)(/ST EDISON. CO: SERVICE------t'),~~~ u, ,1 :·,-,,2"\_ POINT (h'AiVDh'OLDl_ ...____ I,, ~ ✓ 11 ~ '\\ I 1----"'-----t ~)(/ST PULL,BO,)( -----l 1 ~ ''"' (J)4P (J),3 . ' I INSTALL /IVTERCOIVIVECT SPLICE ______ f/ , ~ (J)6P CA8/IV£T PER DETAIL ·,r S/f. 107A 7 , ~ INSTALL RB4 TOTAL Zo e ... eo 5c, ~ . .-...__ " ---~ ~t-06 -~+---£XIST. 8,.,.C. /N.S'?XlLL e-c:;, co -__J Jc . Luminairrz. Sig ,r Sign Common 010 Adv r/ae/Jing .Ba.aeon TOTAL (/)/ q;e Drz:I. (l),3 Loop (1)4 Cable. (l),5 (/)6 ✓ ' e tll6 L,, -. = -· . (1)8 TOTAL COAi Dtl IT SI z £(E)(/ST/IIG) 8'°8 • .a/CYCLE PVSH 8(ITTOIV • <> = TW/STED, SH/ELDED e e I I -4 ,3 7 - - -,3 e e - - -/ - - " . e e 4 8 .s· .s· e I - ,3 I - - - - ,3 .. - 41 .s· - e 4 6 I ,3 e ,3 I ,3 . ·- e l.S &;) =-3 £,)(/ST. e· C ,r PULLROPE /If/STALL 4 #/0 (FLASIIER) IQ 11) 1/) \ /00. A • J~ I A v- / UOTE 10 _j /.IOTE II ai-- run• ~ ..l I\J L [ );/- .S~e [_ 2 ◊ ~WI f-----_ --~·---_ =-....__,_ ~;: f/ (J)eP I , ~ (J)4P 1------~-- - ---+----, \ '( /' ./i(/)4 ~~ EXIST e;;:;PULLROPE _J @ 0 1 -P ~ \ ._:-"'' INSTALL RB4 - /If/STALL 1-DLC ,r 4 #/0 (FLASHER) ~ IRCIE,)(/ST PVLLeJO,)( _J 0'1 - - 1-l"H I. TRAFFIC SIG/.IAL. A/.IC, HIGHV'.IAY L/GHTl/✓G CO/✓STRt/CT/0/✓ SHALL. CO/✓FORM TO STATE OF CALIFORl'.IIA ~ STA/.1.0AR.O SPEC/F/CAT/0,'./S AA/.0 STA,'✓.OAR.O PLA,'./S (.OATE.O c/A,'✓, /98e;) Al'.1.0 THE SPECIAL PROVIS/0,'✓S. ill' e. COAIDVCTOR SCHE.OVL.E 1s rVR,'.1/SHE.O As A/✓ /,'✓STAL.LAT/0,'✓ GUICJ£L/,'✓E OHLY. IT SHALL .ae TR~FFlr QlrN~L rn1 THE CO/.ITRACTORS RESPO,'.IS/8/LITY TO PROV/CJ£ THE CORRECT CO,'./Dt/CTOl?S REQVIRE.0 1-1 L J ll 1-1 FOR THE 1NTE/✓CJ£.O OF>cRAT/O,'✓• MAINTENMJCE EASEMENT I a. (IA/LESS SHOV',1/✓ OTHERWISE, /,'✓DUCT/VE L.OOFe SHALL 8£ 6x 6' V'✓ITH /0' SPAC/,'✓G IA/ THE DIRECTION OF TRAVEL. AIII.O CE/.ITERE.0 /,'✓ THE L~CE§$,A,l:{!,..${7i/e.l_/✓P SHALL. 8£ LOCATE.0 ,Ofi/OR TO F'OSIT/01'✓/l'✓G CJ£TECTORS,[._(5eE 5HeET'6 41 ~46 OF 127)_ .....__.___ . lb 4. ALL COl'✓.OVIT SHALL 13£ e-VA/LESS SHO/l'✓AI OTHERV',1/SE. " .S. ALL. ,OVLL..60.)(cS SHALL e1£ tl,5 (!,'✓LESS SHOW,'✓ OTHER/1',IISE. \l __ ~_ - - REVISION NO. 6 ONLY- PREPARED UNDER THE SUPERVISION OF: f--- 6' , u LJ 6. F'ECJ£STRIAI'✓ /Al.0/CAT/011/S SHALL 8£ TYF'E •G• (SEE SF'EC/AL. F'ROV/S/OHS). /0' le' le' I/' I 7. CONTRACTOR SHAL.L €.)(E/?C/Sc €.)(TRcl'//E CARE TO AVO/C, .DAl'.1?AGIHG €.)(/STING (IT/LIT/ES. ,, 8. VAIGROV,'✓CJ£.0 SIGNAL L./GHT COI/ILXICTOl?S SHALL ,'✓OT e1£ SF'LICE.O. ADNAN HINDEYEH, P.E. 4/' 4/' 9. ALL VEHICLE /Al.0/CAT/OAIS SHALL l3E le" WITH GLASS LENSES. /,3' /0. IA/STALL. TYF'E lll-8F Scl?/1'/CE /1',//TH THE rOLL0/1'✓/AIG CIRCUIT 8REAKEf?S, 60A-IF' (l'..?cTcRc.O SIGNALS), -:JOA-IP (V,'✓/.IIETERE.O LIGHT/,'✓G), t/ /6A-IF' (METERE.O /LLVM. SIGN) R.C.E. 4225 T.E. 1488 DATE: 1/10/92 NOT€L €AITFIAAIC€ II. /II/STALL. 8 ,CHASE /.ll(IL.T/SO,'✓/CS aeo SYSTc/.,1 CONTROLLER ASSEhlBL.Y /1'✓/TH /A/TcGl?AL. COORDIAIATIOA/ TELEMETRY, .o£TECTIOI/I AS SHOW.I'✓, AIII.O M/SCELLAAIEOVS AV.)(/L/Al?Y EQ(IIF'MEl'✓T IN TYF'E •p- CAB/AlcT. (SEE SF'ECIAL F'ROVIS/011/S AN.O CJ£TAIL ".G. SHEET.l07A) le. IA/STALL. ADYANCE rLASH/11/G 8£ACOA/ ,0£R CALTRAAIS ST.O. F'LAH Es-3C. INSTALLAT/0111 SHALL. INCL.VD£ IA-/0' POLE, FLASHING e1£ACOI/I COIIITROL, W4/ S/G,'✓, A/11.0 IIIICANCJ£SCEAIT L./GHT/,'✓G F/.)(Ttll?c. ATTENTION Uutties shawm on the plan ae based on ovoRable records. It shml be the contractors sole resp111sbiity to verify all exiS't.ing utmties by contacting utmty 09encies, and to exercise extreme eare to avoid damaging existing unities during excovotion. (CAll FOR UNOERGRllJND SER~CI: I-B00-422-4133) . w 1© I (!) COORDl/✓ATe,O rVIYCT/01'✓ <> Da.nz.rminrzc/ by Masfrzr Compvfrzr Curing Cooro'ina~/on O prz.ra~✓-011 =:3~ 405' TO , . L/M/T LIAIE' DP .. .. .. .. .. ,----1· /~6 •,--~ f • I ~-EXIST e·c ,r PULLROPE, /If/STALL 6 PR #ee TWISTED, SHIELDED IC TO CONTROLLER CA8/NET ® IV. LOWER LOOP ROAD. (APPROX. 6,4,35' £ TO £ ) . ' IQ 11) 1/) □ .S!EAI~~ SCH!EIDUL.€ Sel'.ISOR U//IT CH A 1'.11'./eL DETeCTOR I #/ /-(l),5 e 1-<l>e (SDe) I e-<l>e #e e .3-<l>e I /-(l)/ #,3 - e /-(1)6 (SD6) I #4 e-<l>6 e ,3-(1)6 I r FU,LJl<?E /t,,\ -#5 e l-<1)4 (SD4) I z-p4(Fur 1-¢7) #6 ;y-e -. .5-¢4 I /-(l),3 #7 e e-<l)a I /-<1)8 #8 ,:, e e-<l>8 □DETECTOn' LOOP LOCATIONS SHALL 8£ APPROVED 8Y OC.£.MA. ,EIVGIIVEER /IV ;J;, Th'E FIELD PRIOR TO IIVSTALLATIOIV. ALL UNITS SHALL 8£ RACK MOUNTED, t:x/AL CHANNEL WITH DELAY I;' EXTEIVSIOIV CAPAEJ!Lt,teS. TIM/IVG FUIVCT/OA/S Sh'ALL .BE COLOR 5ATED. EACh' Ch'AIVIVEL SHALL HAVE t:x/AL OVTPUTS. OUTPUT "A" SHALL 8£ TIMED. OUTPUT ·,a-Sh'ALL .BE PRESENCE ONLY. (SEE SPECIAL PROVISIONS). (SD)()= SAMPLING DETECTOR NO.- OUTPUT •,a- <> CALL DELAY RC EXIST PULLeJO,)( POL.I: DATA rOU/IDAT/0// 'Pe • .4• S'/GA //o TYPE (I'.) e9-o-7o e IA Hel'C.-HT /.1A /.1A V/ATTS VeH /.1A PED PHA~ POL.I: QU."'-'A'--'D::..+--=-TY,_;_;_:P.-=!E-+-___;;S.:..;.1,-='Z-=E---F...:'DO:....:..c~:c...::;a_t._E_r-_'A_C_E--'-11 10' 60. □ to• e60 SV-1-T eMA~ SP-I-CS 4 #/£ C .3'0"x8'-0" So. lowar LooJ;> --+------+-----+---------11 /O' - - - rv-e-r -sP-1-cs 6 S/£ s e·-0-x.3·-0· ---+----+------t=-==--=-o-'"'=.,..--.91---:, a e6-4-70 30· 40' 10· eoo sv-1-r ZM<ltil§P-/<:s 6 s,;£ c 3·-0·,a·-0· ;JewPaRrco,,,er g ll--7'4'<-\-✓-A-+--1-=o---+--_-+-_-t--_-+-TV-:-:--1-:-rt~,,,;=_,;;:u'fs'::-P--:-:-1-cs-:-:-t--::a:--+--::s:--,,--:-::w--t--.;s:--7--;;e;;;·-0:;:.;:x.3;;.--0~--'i:::::::::,=:::::--"--::;::;::_ ::::::::::::::::;:jl-5~-:; 30' 56' □ 16' eoo sv-1-,t e-"AS SP-/-CS a H/W c .3·-o·xa·-0-lo , 'I --+----=5---+-=e~•-o=•~x.3=.,-0-=:-.-+--------j 5 e9-o-70 So. lowar Loop 11 .,;:6iE--j_l_A_+-----l----+---+-----l-rv-_'e~-7i\:fc--,-'~=--,s,P-_1-cs_t-_e_+ __ s_,,-_w __ -l---:::----l---c-:-=-=:,;---6,'=C,'---=~="-{I-;;---. ,r .71 19-¢-70 .30' .30' /5' e50 SV-1-1( z'M<I$ ~P-1-CS e #/W C 2'6"xB'O" eWPOl2TCCJ4'31"0/?. ;/b, l,t,,a~-✓-;A-;--r--:;;:::o;:--· -,-::_-,-:_-r--:_-,-;:;TV;;:-/-;1:::::_;:::::ps:;;-P-:;;;;_/-C;::S;:;1"---::;.,_-;-,--:#;;/-;;;£-l-ss;--1--;;e;:_;'O;.;:x.33.~'0;:--t,:3;::::::::::::::::=:~~~ □ ·r DISTANCE = eO' (SECOND MIDTEIVOIV NOT REQUIRED) J:f EXACT POLE LOCATION 8Y 0.C.£.M.A. EIVGIIVEER /IV FIELD. 1 1/2 0 I 1 2 I 3 inches on original drar1ing _f~~PARED UNDER THE SUPERVISION OF ~i.J,;t_:p ,I DATE (crfl-"':;O_ HILBERT l'llLUAM DICKSON, R.C.E. N0.19417 .1 ~~~~ alld AsSoclates TRAF'F'IC ENOJNEERINO CONSUL-T,t,,NTS 3$81 U'l!UCZ !tlRED. NEa'ORT SEA.CH, CAI..FClllCA 82MO {714) Bll2-lt111•FAX(114) ~-8!57 100 C C• C/.DII S-S0VAR£ --"l'"'I DR.14 15782 Sheet Dl ;;,f 1:z.r' . NO TI-IRL) 71aAFFIC. FR'CJM !5 UPPER 7b 1-lorEI... E,Jr. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC SIGNAL PLAN NEWPORT COAST DRIVE AT <S 10-VlER LOOP ROAD oil 1,, u""' "'t, \ '1-c. • Sr::,.:;M MARK DATE DESCRIPTION PREPARED UNDER 11-~---=---::-c-:-:----,SUPER'l!SlON OF --------REVJSIQNS DESIGNED KT SCALE DATE D\','G. ND: DRAWN CAD CHECKED II LG /"• eO' 4-89 '('I ' ' ) r/\ • 00 ,_( N ' V ,. DETAIL A 4-SECTION SIGNAL HEAD . . ® . 12" LENSES Q) . . ' ' 1~ © -SIMULTANEOUS © 12" 1- DETAIL E 5-SECTION SIGNAL HEAD ® Q) LENSES © @) @ DETAIL F INTERCONNECT SPLICE CABINET / 37" _,.,,-PADLOCK P/ HASP 1. FOU~JDATION TO BE18° BY 18". BOLT CIRCLE PER MFG. lEMPLATE. 2. ENQ.OSURE SHALL BE FURNISHED \',11H A DETACHABLE t!.OUNTING BASE. 3. ALL FACTORY INSTALLED CO~PO:-JENJS SHALL BZ U.L LISlED OR PER PUBLISHED N.E.C. STANDARDS. 4. A l'l" CO:>ISTRUCTION GRADZ PL Y\~'OOD PANEL SHALL BE FAS"TENEO TO lHE REAR \'/ALL PANEL SHALL BE 12" )( 24" AND SHALL HAVE A No. Ml-25 AND R-841 STANDOrF FASlENED IN lHE CENTER Or lHE PANEL 5. ENQ.OSURE. FINISH SHALL CONFORM TO A.S. T.t.1. B-117. COLOR SHALL BE PORCELAIN \:lilTE. 6. PROVlD!:: 11f' CONDUIT FOR FUlURE 115 VAC SERVlCE. . DETAIL B INTERSECTIONS RAISED MEDIAN . I I I I ) I / . / I / ' ~;/ ' / I / I ' / I / / I / ~/% / / / ------J / / ------------- VARIABLE s~ ... TYPICAL INTERSECTION 4' CONSTRUCTION NOTES -DETAILS A & B DETAIL G CONTROLLER CABINET WIRING ,------------------Duplex Outlet 15 amp I (No G.F.I.) --o-Cabinet Light 15 amp .....a_-,,..:.... ____________ Detector Power ,-------Stop Time Power ..----A.C.-Controller r,==-=t:e:79.:r;,=,-·-7 Main Sl~nol I I r C!!!!f,_ S ~ ,oA I AUXILIARY PANEL c-!=8:!=Ll(~•~-,i'~,...r,:;~~J,_.--d::,;'~'c::;,:__.,._..:..1 Jt_Au~l:&A" PDQf'l I. I -1RIS I , >'0 -o uo11...-POftr 1 50A Breaker lflooh -,---"=---_J I rrn,1 .;;; __ Aux. Equipment \~'HT. 6 "' -(Pwr. on T.B.) 0 ~~~~o8ge _Protection -7'-- EnufD. OOOOOOCI Gnd. Bus. A.C. Common •••••••cl Bue o---~, Auto r-· -----_,.,.1---+•+~---------, I Signal ~-,,,J, I....-: /. : J Light l O 1cdi 1 I I POLICE PANEL I I L-------------------t:.=-_J"----Stop Time Out '----------Flash Relay ~-T-=:S~:;:======:Flosh Power ' A.C.+Lights MC ?_?A Min, DETAIL C STREET NAME SIGN COMPONENTS PHOTOCELL D' -3" CLEARANCE A - 2" X ¾" HANGER w u z <( "" <( ::l u z ::;; b I 1--~ .:::tM.N~ SJT CABLE ANO ELBOW FlTTlNG SHO\',iNG DRIP LOOP B SECTION C-C CONDULET ON BA~S!DZ I NOTES -DETAIL C A 1'-6" MINIMUf.1 B 10'-6" CENTERLINE Or Sl~J TO FACE 07 POLE DETAIL H RAISED MEDIAN MARKING -----"! CD NOTES-DETAIL H (j) PAINT MEDIAN NOSE \".llH HIGHLY REFLECTIW: PREt.~)(EO \~1-llTE TRAFFIC PAINT \",llH GLASS BEADS. @ INSTALL ftE)(IELE VERTICAL lYPE I( MARKER, R7, R10 OR lYPE N-1 0;11 lELESPAR POST AS INDICATED 0;11 PLAN. ·' @ INSTALL YEI.LO\'J REFLECTIW: PA\lcl.1ENT MARl<ERS 0:.1 TO? SURFACE Or MEDIAN CURB NOSE AT 2' C.C. SPACl:-JG • (t.llNll.lUM 5 t.1ARi<ERS). PLACE REFLECTIVE SURFACE Oi' MARKERS PARALLEL TO ~ Or ROAD\'/AY. DETAIL D TELEPHONE SERVICE BOX " A A V • V V SECURELY ANCHOR½" ~ PLYWOOD TO BASE OF _ _j1----POWER COMPANY -SERVICE PANEL TELEPHONE BOX. 1'-..:,._~1 s·x 1O"X 4• TELEPHONE BOX ---.fl. TYPE NEMA 3R jil-Ei'iiir,·-!i·I STAMP "TELEPHONE" ON BOX ____,./,-L!:=!=!==l==::!1-----...L.--1.., I II I I I I I I I I I / II I I ' ' • / II I I 2" CONDUIT ) I ======/ TELEPHONE GROUND ~ ROD ½"X B' GENERAL NOTES: 1. ALL \','ORK, t.1A TERJALS AND EQUIPMENT SHALL CO.'IJFORM TO lHE REEQUIREt.lENTS Or lHE CAUFOl<NIA DEPT. Or lRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFlCATIONS DATED Jl'-1'1, 1988 At!D lHE SPECIAL PROVISIONS FOR lHIS.PROJECT. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDZ 0:-JLY. IT SHALL BE lHE CONTRACTORS RESPONSIBILITY TO PROVIDE: lHE CORRECT CONDUCTO.'<S REQUIRED FOR lHE INlEt{DID O?ERATION. 3. UTILITIES SHO\',';,J o;,i lHESE PLANS ME C07<RECT At!D ACCURATE TO lHE ElOBlT o; AVAILABLE REC07<DS AND l<NO\',lEDGE. lHE CO:>llRACTOR, HO\'.'EVER, IS REQU;RED TO ASCERTAIN lH:E EltACT LOCATION Or UNDERGROUND FACILITIES PRIO:l TO DO:NG \':O~ lHAT !.1AY DAMAGZ SUCH FACILITIES OR INlERFERE \',llH lHEIR SERVICE. 4. 40 HOURS PRIOR TO EEGlNNING 07 CONSlRUCTION, ll-{E CONlRACTO:l SHALL CONTACT OAl\t~GE COUi'JTY E.t.1.A. FOR li'JSPECTION AT 834-3400. G. lHE ENGlNEER SHALL APPROW: POLE Al'{D LOO? DETECTION PLACEt!.ENT 1:-,J lHt FIELD PislO:t TO INST ALLA TIO:>!. 7. ALL CO;,.JDUIT SHALL e:;: 2" UNLESS 01HER\'.1S! NOTED. 8. ALL PUU. BOltES SHALL BE CS UNLESS 01HER\'.1SE NOTED. 9. ALL SALVAGED EQUIPMENT SHALL BE DELIVERED BY CONTRACTOR TO ORAN~ COUNTY YARD AT 1152 EAST FRUIT ST, SANTA ANA, CA. CONlRACTOR SHALL G1V.: A 48-HOUR NOTICE TO lHE COUNTY PRIOR TO lHE OEI.JVERY DATE. 10. CONlRACT0.1 SHALL PROVlDE ALL NECESSARY TELEPHO:l!E AND ELEClRICA!SmVICE LINES AND INTERCONNECT HOOX-UPS BIT\','EENlHE LOCAL CO;,.JTROLLER AND lHE SYSTEM t.1AS1ER. 1r. PEDESlRIAN INDICATIO:>I SHALL Et INTERi'IJATIO:>IAL SYMBOL 12. PEDESTRIAN PUSH BUTTO:,,J SHALL BE lYPE B \~11H IN1ERNA110:>IAL SYt!.EOL PLATE. 13. ALL VEHICLE INDICATIONS SHALL BE 12" \'.11H BACl(PLATES. GLASS REFLECTORS. AND GLASS LENSES. UNLESS SH0\',7'1 01HER\',1SE. 14. CONlRACTOR SHALL POlHOLE CO;,.JFUCTING UTILITIES AS D:RECTED BY ENG:NEER. 15. CONlRACTOR SHALL AVO:D DA!.1AGING ElOSTING UTILITIES. (SEE SPECIAL POOVlS!ONS) • 16. INDUCTIVE LOO?S SHALL e:;: 6' )( G' \~11H 10' SPACING I;,i lHE DIRECTION Or TRAVEL UNLESS 01HER\".1S! NOTED. 17. ALL .DETECTOR CAELE HO~lERUNS SHALL BE IN lHE CROSS\'JAI..I{ AREA. 18. ALL ADVANCE DETECTOR QUAD. LOO?S SHALL BE 2 lURNS. (2-4-2) 1 1/2 0 1 3 Inches on original dral'Jlng 2 • ORANGE COUNTY DR. 14 15782 smne.su: ct 1;7 / ENVIRONMENTAL MANAGEMENT AGENCY DETAIL SHEET PELICAN HILL ROAD lr'o.;;;.;ESl~G"'NED;;;._ __ ,,_ ___ ---1 SCALE DA TE D\','G. NO. DRA\\1'1 I CHECKED ~ SHO\:, -c:, I') ~ a a ,.._. 2. i -0 0 -.. -t" ~ f? V' -t .Jr -. --v' ~ 2 ,f- If\ ~ s ~ ! ~ ' "S C, ' ~ -. ~ 5 ..a ....c. ---;5 - ·~) "~, ':'¾ ~ ('..,,. ., ... "i-"'-'' ,-,, ,.~ ,_,,,-~-"'-~ I!~ fi::: \ ' ' i , •. ,,. -~ JPB-h / ,· ,., ,;:; .-1, ,. t'\ ·vc~;:;l'"'i ·1~ ~-·1 '•" ·y, l\ -., ¾:\ ,..,,.;,.•.1) t.o:::> :·,1 r, l1./·\ '¾AO 'Ji ,_-- ', ---· ..,_ i'.c 1', ? '•''( ." ., • ',.>" Ii <.:::_..> \ ' i ,J,)1 (i .k,j -~-.. )-' \jl ,,:, J _q Wl} ,y , J\l.'.i -\c':,1G n ) rAodM1'a l,l e" v. \ '':'7 -t~.. ¥ '\j · \Y-;li ,.-4 \'1 ) '{\ ' '". -:) .,.., ~ .· _\(~~-~--:,'"") tf:() )-() I\ .,k~'} '"' t.J , if ><-~ ·*: /\, ii "-\; -*; :·¥" ,.~_,r1p,::,.,..,._-t,cl//f¼\i,_•)Wl;<,~nex,y".,,s;V\-\W''1't/¼!J,>"\OC"'-'<,J,8¾o/~%ft\'.,'1."'-~k.,.,.~c:-.~•,, . .,,,,,,""3",,Mi'n'l',.,,,,o;,;,,1tv.%'!U:,;;;n:;,;;;_.,;;, STATION CU. EXC, YDS, ·FILL· 000 / ,. I \ \ \ \ ~, ~ \ ~ \ \~ \ \ \ \ \ \ \ ~ ,,?;-' \~/. ·\ \ ~ \ \ \ \ \ \ \ \ .. STATION EXC. cu. FILL YDS. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS tOW£R LOOP ROAD STA,10+00.00 TO STA,20+00.00 MARK DATE DESCRIPTION PREPARED UNDER • • s ~~~~~=r • "o ~-~R~EV~l~Sl~O~US,,___--l~U...W""',-1:-...JOU - DESIGNED 8.E. . . DRAIIN 8,6-CHECKED AS SHOWN ' -l!.-----------------==========-------------....:..------------------------------~=====------=== ....... -=~~~===~~=~~~~=,=;;;===?,=,;,===.~~;=@~--... p .. R0UGt! GRADE/SHT.3/I_.I_.RD./40 s::;. -52C0_,2.3·JPFi 3093 178 24-:-Ji:q,-89 l0.123 AM I .3098-510:'.?. Q,-~Y1 ~.) S'v\Qt-t ~ I ( l 1.,\ STATION CU. EXC. YDS. · FILL \ \ \ \ ' I / I ( I "-,,, i,, I \ \ ii/ \ \: ' ' I ' \ I N lF 0 \ -----~ G . ~ - RW ~c:::: - - - =-s:cr-= -.L..~ ------ - - - - - - - ..... _ ;--::-.,.._ }to-----__ ' ::~------,<C.-~- DR. 14 15782 .,SJ;, ct ~6 of 177 I I I I \ ) I I I I I I I ' I I I I STATION EXC. cu. FILL YDS. , / I II / ( I I I I I I i i ' I I I I I i I I I I ; ( i i ' I I I I i I I I I I ' I ' I ' i I / ' ' I j J ( I /,' ' ' i i ' I / • · MARK DATE DESCRIPTION · REVISIOtJS I l!D::::E~Sl~GN~E:::.D=tJ=E======-.1 • ' DRAWN .8'G. CHECKED i I I ' i I I I ' ' I ' i ' i i _l,_.f--'i : i I I ' ' J I I I I I I I I ' I ' I I ' / \ i / ! I i I PREPARED BY TMIE ~IEJTM • ~?,:7~~~~ ,.,= ... __ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS ~~ \ ( C..O. ll\ \,Ii n /2 cl. 1\1 "< S STA-20+00-00 TO STA.30+54.12 LER" R.C.~ OHG-rm. •P• RC'UGH GRADC:/SHT.4/L.L.RD./40 3C, -52[0,23JPF• 3098 177 24-Ma)-89 03•56 PM/ 3□:,s-5102"' 12., ~~ ¼.1,,-'S '·}1--0.J?.)r ft1)} \ 1, \ ('<:) \ cl\ :t ~ \ V, j ~ r/ 0 " ,., s ~ I 0 } 1 g, ~ -d g IA > II' -('1 STATION CU. EXC. YDS. · FILL - \ ; I I ' ' ' ' I I ' I ' I ) ' ' ' / \Y ' 1\ I '\\ I \ \ \ \ \ ' \ I I i ' I \ ' \ \ ' I I I I ' ' I ' I ' I ' I I ' I I I I \ I I ' f ' ' ' I ( I I ' I ' / DR. 14 15782 9bcot 97 of 177 ' LIC. 1:41243 El:P. '3·1Y _j; . ":,.y"; , STATION EXC. cu. FILL YDS. ORAt~OE COUtJTY EtJVIROtJMENTAL MAtJAOEMENT AOEtJCY EROSION CONTROL PLANS. ~l\"\ C/l\V\ \,t'\'{I f_Q N-1 S STA.30+54.12 TO STA.42+00.00 / "ARK DATE DESCRIPTION PREPARED UNDER 1n // • / // "'• / !E J F===:c-:::-:-::-:c::7.::::-'--'------jSUPERV I SI DN OF ,if b '.l"::7 ,,Z V'l,,;'' 7 _,,,,. fl REVISIOtlS WILL . W t.: C Edi, 3 _ - l.!D~E~Sl!.!G~NE~D~,;;L;,;-B;.·,=======-1 SCALE DATE DIJG. tlO. DRAWN .8-R-6, CHECKED AS SHOWN -- f -1- s i -1- 0 " :i:: -· -,... ~ 0- ? 4 VI ~ 0 j s -;s ~ c; Q. -. ~ !?, ~ ,---. £ '5 ('O ( lQ ,.,! N 1 V, ,...0 ~ ---- STATION CU. EXC. YDS •. FILL " --J ' C ' I' ___ .....1.-' - \ \ (JJ C ' : C) "' I '° 0 u, 0 I 0 <J, ~ 0 j u, ,'..; 0 u, I <.,, 0 \ STATION ~ ~ f "'\S ~ "" 8 i 0 ' I \ --..__--~~~·- LIC. t:-1124! u El!P.3-~, -EROSION CON"FROL PLANS t\_\\ (.@.V\ ~)(/ I fl O fl.I, <>1· ~. STA. 42 +00 OC TO STA 5 -. • 1+00-00 MARK DATE DESCRIPTION PREPARED UNDER • • ~ s ..... ~ - ~ ~ j.. l/1 ~ -0 .. r 0 ~ 0 ,I' "? ~ C ~ • -5 ~ ~ ,- £ "5 STATION CU. EXC. YDS. FILL V ' \ \ \ \ ) ( I _.,,.,,,o \ l ll. CONST/? CT SAND A<i, VE.! 8£DUC£ : TYP, I , , ' ·, ' ', I -f-'3. 79 r.c. 13:05 Ire. ·, ·, ; ; \ ' ' • ·': ✓ /✓ \\ I i ! i City• )! i ' I I I I I 1/ \ DR. 14 15782 .Bhcct 99 cf 17:z J>R. ,/· . , /' I • • • ' • I I I STATION EXC. CU. FILL YDS. : I I I I ···•............... \ ORANGE COUNTY· ~ ENVIRONMENTAL MANAGEMENT AGENCY ', -,.... .... ' • EROSION CONTROL PLANS LOtJER 91\\(.0'~ LOOP t!-i/1 ROAD STA.51+OO.OO TO STA.G/•OO.OO D\/G. NO. ;;; --.::._...,,..;::. _ _._-~. ---e ...... ·,v,,, ' ' • ... ....,-.~~. ·-·~ 'J-~ ~ K:Jl /\1,/ f ,;::: G' ~-e-;> ,,... ~ --s:, f Q C ,'( • g. • 0 ~ ~ 0 ;. ,S2 J' q. ~ 0 ~~ ' . ~ G '5 G' -6 0 STATION CU. EXC. YDS. FILL . I / 61 +00 2929 7553 62+00 5010 1128 63-tOO 3488 519 • 64+00 65+00 2626 3 89 586 3094 66+00 2951 19380 67+00 980 ,--31208 68+00 69+00 0 0 32519 37698 / ~ 70+00 0 45404 STATION EXC. CU. FILL YDS. ~ (0 ~ -0 0 ...._ 4- S e '( 0 .... ' .:+=-s ~ -;5 ¼ i::J <:. C. 0-~ 2 ~ -f- V, Q-, ~ ~ -0 -5 r· SI "5 STATION CU. EXC. YDS. FILL I I \ \ / I ' ' I \' ,y 'i\ '\,,_ X - ' ' ' ' \ I I ' I ' \ / I I I / ' I I ; . • , / / ! )<. I • • --7 -~ ~ ~ •. I ---~7 I L " 0 C ,.,,9 I ~ V' ' .;::, I ! \ I ) ' ' . ' . I ii 'I ! ' ! f I I I I / /. / /;··· .'. ,'. ,,/ .. __ / .• i / / ,,· . .,· ,/ ,'/ __ / •• /", •• ··, • \ i. .·.·.' .. ·' ..... '.· •. •· .• / .',: / .,: . / _,, ' . . . . . I .• . / • • /; :1.·. • ., I: ., ., /: / ; , / , I , ' ; C •• •• • . • • • 1/: . • 1·· . / ,' , ' ,' , ,' ,' ✓ ' , , • • I . . .· . . . • ,·· ; / / / • i ./ / : i ... • _. • ' ' i • , ' / ;•· / , ,· . • I I I I ( • ··... , . \ • \ . "· •. ~'. . ·.,·~ . • ---• . ·1· ... ···.·• . . . . . . : : . . I ( • ( \ STATION EXC. CU. FILL YDS. "'--,'.;~ ------------------· ---- L-o\lVER LOOP ~OAD _ ______ ,fil ej?2/Jl ADO£D SHEIT PREPARED UNDER '/I·<. : .:' ~;' . . w,H5iET MARK DATE DESCRIPTIDN SUPERVISION OF ·. '·' . I~ ------[= _ _JR~EJ...VUIS,J,IQ!ON!_§Sc_____--l-~W~IL~Ll~AM¥E.°;;Wf,H~EE~LEfR'---iJ\iR~.C~.E~.N40.12~473 OF, -.....--ID£:!~:£..==7'==:=.';::====--j SCALE DATE D\IG. • 12 ._£ES! GNED CH~CKED AS SHOWN DRAWN :::Die. l'jl..-/.f7u '2-" • • • q.-,;;<(--t? -~ ~· 0 c.N ....__ ~ - STATION CU. EXC. YDS. FILL I I . ELEV / / / SAN, BAGci V£LOCITY REDUCE A 5.1'£ OCi,.J,IIA D. 1,326 / ,, .. . / / / / >-y-y,, "'\·-,-✓• ·, ~- I ' \ \ I \ \ i \ \ STATION EXC. CU, FILL YDS. I • EROSION CONTROL PLANS STA.70+00.00 TO STA.79+00.00 ? ~b' ,,.., ~ (0 -~ f ,, c "'° r 0 ~ "" ~ ,..., r, z ~ (> ~ ~ (/' 0 ,I' ,,., ~ 0 ..,., ~ "'\ /<:> ~ 0 ~ ~ -. r ~ "5 STATION CU. EXC. YDS. FILL //.;;/ I . i'f I ( . ,. ·, { A ;~-... \ \' .. _\·\\·.·· ', '. . ' .. u ~ . ' a i 0 /-v•/• ~•,\:\.~ ~ ~ ~ "/>~/ -~ ~ ~ /) ~ ~ ~~-J-~ -~1/ ~-·,::•-~ ~ ~ ' , \ ,•ii • / / ,.---.__ , " ~ mm'---. / -~ ~ ,.,-/ • / --~ ~ ,(l)ffl =- ·. 0"\v r \ ' -~ ~I £_ ,t...:. ~ '.;-" •• •• •.. ••• Mc I . 1" ·' .r J -,:;:: ..._ --.~'-···--._ \ ' / ---,:.::__....,_ .s.-1 ~ 0 ----.;--..... __ d 5'?,o 4-'P CY : j_"_a~-~~~s==21;;s~f~;::: • t/2q, ->-~ -~~-co)ts~-ucr,;tf111);1.£ :. "J;><_ '\. ,~..,,_~,---,-__~ :-1.. " "" ~"<=> ACCESS RA':'_'(jER\ . •• /_ ---, I .,-~. _ / '-C!AfP:'01}::, " 7' . ::::· ~_\, \ 9 ; 1/ _: /-~ -', --~ . . , ,,-:----io'B ~ s~ '1-'.;,<:,, , ,~ .,,. ~ ½. , , , , ,/) . • . ~ ) _/ ', ·~, .L. ""-.~'.' ..j ' . ,....----.. ., ,, 2"' I I~ ~ . • \ /4 ---~, 'V '<' J'.. ~;p,V. ~ '' • , , ; ' / //'/~ _.-' ,, •vv v v , • , , \\ ~"o ~ '-' ,' ~" // ------,·~-~ '" • ',c-~-:U, ' . , ~ ' ··-· •• , • • --_ ~ ../. : 9. • ~1 .•• • s,..__"' I . • • •• • • ••, . ' f I / I" -.,/ ' &-I \ ', I / .;/ ;• / \. I . • \ I ',,I ::t< "-' a ~~ ~ \ ~ I i I I ( \ •• \ . ' STATION EXC, CU. FILL YDS. \ I \ \ ' : '\ '~~ \ \ \ \ ( / I I I I I I ' I I ,. I I \ \ • \ I \ I \ \ ' ' \ ' I \ ' \ I I \ I \ I \ ' ' j J \ '-: "" '· ~-' ·. . /j \ ' ·, ~~ ~\ '. ~; ;"" ,·,._,..,,::_ __ ·,._'y'("/\-vv/"·•~-•, ••• • •••• •, 'h ~ ' ~~,-"\ ~ > , ~ ",\; \ > '" V > '> \\\ -510-'-. .:::~ ~ ~;, --7~ .~ • / '\/ ,.----~ I / I I \ I \ DR. 14 15782 E'hi '-109 Cf 1~ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY •. ---, \ •. · ~ t ·X 11 I I I ~~RlCAL\, :,• '»v, "• TY\PlCAL /)' 1 . SECTfONJ , ELEiVATION 1 /· \ EROSION CONTROL PLANS ~t-.\~VA"' \¥,\\ ~ Nd,_) ( • STA,79+00,00 TO STA,88+00.00· / • ~-, •••··• • _; //1· / / PREPARED u·NDER ~ \ • \ \ • ... \ . / ( / V \ \ \\ < \ \ ,, , ~~----Y '. __ /-J!:~.=.::;;.!..:::~:!!!:c;::..::=RE=:1=1i==t~c=::=1:o=r~=o:=. =--l:;~:~t~~1□N~ot~ we. No. \ C ,~ 0 ••• _ cs~,;".~ .,~_. __ ,__~,,~'jii._ c;~;;";/ c.", ·; ;.~ 7:c51 ;~c~~'i.iz ~)~ ~,~~'1t>sf \'t\ _. ;:, ~ (" ~ ~-0 (<> ,... ~ ~ / ~ -13 -<. C ...., C ~ P-("I ::!: <c CZ ~ p .,I- V (f 0 ~ ,,., g;~ 0 ...., 0 -' ~ ;:· $1 'S --('J STATION CU. EXC. YOS. · FILL MARK DATE DESCRIPTION REVISIOflS DRAWN CHECKED STATION EXC. cu. FILL YDS. -EROSION CONTROL PLANS t: ~ It~ NU STA-99+3?.75 TO SJ:A.JJJ+00.00 . . ,--.,8rio t\t,'.lC::ii (;Kf.UEiSrJT.:'.;;,'!_.!_-1.:.1..L"40 c:c. -5:.!.:D.2~ffff".; ~Lli 2t15 25-1-J~;.·-cJ ,.;'.;_.;::5°(; >I'./ J.038-Slf?. • -1)~. IC/-IS70:z. tl.-~vt1,-.s ~v,o.Q;\c-1ei1, \1..,\ ~ ~ ~ ..... /0 ► ;, f .r -0 ~ -'( ~ ~ <: -C r, 8 z :1: ~ ~ 0 ,, j ~ .st + ~ .J v'! \ ~ ---3 0 + ~ ,/' Sf. ~ ~ 0 ~ -.... , r ~ l'"<l l v\ ~ : ,.s.. ~ I \.I' rn ,; 0 V' '"' 0 5 'o ~ 0 __, ~ \9' 5 .r - .. STATION CU. EXC. YDS. · FILL / ! I II \ I I t t I END ~KAD/IJ(, AT ElJGE 5/DEWALK BENCH.i ( 627. 'fO ·F.(.J (63[) 47-f.G.) 0 + .,. 0) OF EJlST:T rt I II I r/ 11 H I l !l ~ / / / I I I I I STATION EXC. cu. FILL YDS. I I I ll'-/hffi5E~E,15iiiflT~. 1~2 %\Of~T~HE-4+/fP},';El~ICA~NJ!Hl[IJ,ll.j._.J_ RD. GRADING PLANS PER K.B.F. l t / t I 11 l / I ' 1! I// I I DATE ll·/·118 FOK UISI G•ADIN ADJACENT 7D PELICAN Hill .RD. ,11 1(/ \ I u;21, .• 6·f".) (t;26.80·FGJ \:1 . I I (624.20-F.GJ \ \\ \ I I I \II --~ I if-_ ~--~ I \~~---~ l{I ~ .....__ ------....__ r~ ~ ~ -~-~"~ ,. I I ---------.-,,:;/ _.,/ // -~ -2// CONS'r1tu r;: ' ORARY DR~INAtrE )NLEJ;/ -- PE:R 0C£ A D. 1330 ✓• / // . ( / / --~ I I ( H(/" \ \ \ I I \ \ \ \ \ \ \ \ I I \ \ \ \ I \ \ \ \l\ \ I \ \ \\ I \ \ \ \\\I ii\\_' I • \~ I' , . ,1 \ p 'ii Ii i I ,, 1' .l , DR. 14 15782 ,,,( I s.lze&'g 1ac f l ·• I Uc. #412~ EXP.!:• OI· \ I \ I \ \ \ \ I \ \ I /' PREP/RED BY ' \ \ L-j I ' ~EITH ~ 11 fr-r-4l,.._"J =~~~~:M=>a~a -1 I I .................. ----i ...... --:.--===-□-RA_N_G_E_CO_U_N_T_Y ----.I I I I ENVIRONMENTAL MANAGEMENT AGENCY I I -· I \ ~ EROSION CONTROL PLANS. "' ~ I I I i, \ I £ JfEJ/15£() ~ INT. WI TH 1/!!'fil FUTUJ'f6 sr. < MOVED SAND,<4G,.$ LOW£ff LOOP ROAD "W,.tc.e.lfl \\<I\_ fl 6 l\l <>IS STA-111+00.QO TO STA. :119+44.63 DESIGNED SCALE DATE Dl!G. fJO, ~ DRAWN CHECKED AS SHOWN I . ? -r: 1c' ""' .... ) f --~ 1) f'3 .... .... <:. k" (2-~ -· (""I § 0 ? ? r/' .(I. 0 .)( V' 1" 0 ~ ~ .._ -' ~ ~ ~ "5 ~ J, olJ $. (".l ' II' j rn <; 0 -ll, -_.,. ~ 0 0 g I j t ~ -_, "v ..0 9 ~ .{ s ..c V' . ~ (.,.,) STATION CU. EXC YOS • • . FILL \\ -~-\\'-\\.\\''-. ..._ \ \ ' DR, l4 15782 -Sheet £8? f 177 HARK DATE RE DESCRIPTION DESIG VISlotJS NED DRAWN CHECKED .:011. STATION EXC. cu. FILL YOS. c=JAJ::A. ~ ENV 1 RONMEi~11GE cou~~ ., • ....,,, MANAGEMENT AGENCY LIMITS OF PERMIT, ·LOVv'ER ~ 9., \\. u."' STATION CU. EXC. YDS. · FILL .. DR. 14 15782 sneec ±cu f 1z:; STATION EXC. cu. FILL YDS. PREPARED BY THIE ?1 "IEITH '\J COro' AtJ 1 IES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY .. LIMITS OF PERMIT LO½'ER LOOP ROAD -. , 1-=D:::E::;Sl:.:G""HE:::D'-====;======-8 SCALE DATE DUG. rm. • I(. DRAWN CHECKED AS SHOWN I 7"\, j;:- fS ..., ~ S< ~ 't c ~ ff' t ...,, l @? "'i -. t 0 0 5 i ~ ~- ~ 0 -'I"' -,0 p -,,.., G :5 "F3 I (/l 1 ~ I Lr STATION CU. EXC. YDS. · FILL ~ )< -----~-------------------------. - DR, 14 15782 JSlrcct f89 JI I)) UC. "41:Gll _, S!P . .3-!J-' ~ :::~ STATION EXC. cu. PREPARED BY THE ::lf.l'a ~EITH ~ COl'O'A~IES ~a =tl=:::lltc:t CDAc:A. Uc::I a111S- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY LIMITS OF PERMIT LOVVER LOOP ROAE) ~.l \ \(cl YI }~(I\ tl d J\\ c\ '.::, REVISIOUS WILLIAM E. R.C .. 41 4 1-'D:.=ES::..:l..:cGH::.:E=..D==;=====~ SCALE DATE DHG. rJO. DRAWN CHECKED AS SHOWN 2 --t° f ~ 0 ~ r 0 p I/ "" 0 "'\ ::r: 0 -0 ~ ., --~ ~ J. ~ ~ ~ t (/1 ~ ,,., ,., " ~ 0 ,-.-. 3 ~ , ~ t tJ ' \I' s=.-s ---. -I'" (/1 0 "'I' '{) <::; $ ,..._ i \ .. .. .. .. LIMITS OF PERMIT STATION EXC. cu. FILL YDS. LO\A/ER LOOP ROAD 1~. N-½ . ~l\\ (J).V'I \fll\ t ...,. i -c "' ~ 0 0 :S ~ ~ ~ .., C . !j. '? ~. ~ g, ii' 0 :t 1' ~ ~ ,,,, ..... ~ 1 . t ·' SEEDMIX 1: GRASSES MIX SPECIES STIPA PULCRRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLLIS ESCHSCBOLZIA CALIFORHICA LAS~IA CHRYSOSTOMA LAYIA PLATYGLOSSA LUPINUS SUCCULENTAS LOTUS SCOPARIUS ERIOPHYLLUM CONVERTIFLORUM COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME CALIFORNIA POPPY GOLDFIELDS ARROYO LUPilm TIDY TIPS DEERWEED GOLDEN YARROW LBS. TOTAL PER ACRE 3 10 10 25 2 5 2 5 10 __!! BO SLOP!" iii:, I SWING JOINT:_} UVR•PVC PIPE GALV. SLEEVE - -- SWING JOINT #3 REBAR Install to a depth of 24~ FOR BYDROSEED APPLICA:CIONS USE THE FOLLOWING PER ACRE: CONCRETE BENCH DRAIN•. SEEDMIX 2: GRASSLAND MIX SPECIES STIPA PULCHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS MOLLIS BORDE'UM BRACHYANTBERUM ESCBSCHOLZIA CALIFORNICA LASTHENIA CRRYSOSTOMA SISYRINCBIUM BELLUM LAYIA PLATYGLOSSA LUPINUS SUCCULEN'I'AS 2000 LBS. WOOD FIBER MULCH 80 LBS. OF ABOVE SEEDMIX 250 LBS. 16-6-8 FERTILIZER COMMON NAME PURPLE NEEDLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME MEADOW BARLEY CALIFORNIA POPPY GOLDFIELDS BLUE-EYED GRASS ARROYO LUPINE TIDY TIPS LBS. PER ACRE TOTAL 3 10 10 25 20 1 5 3 2 .2 84 PIPE ACROSS BENCH DR_AIN .. • SPRINKLER HEAD OH RJSER FOR RYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: 2--FAST·LOCK GAlY. DANDS , -+--... REBAR, anchor 2.c-dNp 2000 LBS. WOOD FIBER MULCll 300 LBS. 14-14-1~ FERTILIZER 84 LBS. OF ABOVE SEEDMIX I---PVC Sch. 80 RISER FINISH GRADE -&."W§. Y D.I RJSEA ~ .. ,equl'!"! C LATERAL • L1. HYDROSEED MIX LEGEND ROTOR ON RISER 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. RECLAIMED WATER NOTES: TI--lE INSTALLATION OFTI--lE RECLAIMED WATER SYSTEM SHALL CONFORM TO TI--JE REGULATIONS FOR TI---lE CONSTRUCTION OF RECLAIMED WATER SYSTEMS WITHIN TI--JE IRVINE RANCH WATER DISTRICT. TI---lE IRVINE RANCH WATER DISTRICT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (714) 476-7603AND EACH WORKDAY THEREAFTER UNTJL COMPLETION OF THE PROJECT. ALLON SITE CONSTANT PRESSURE RECLAIMED AND POTABLE WATER MAIN LINE PIPING INSTALLED ON lHIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITI---l THE DISTRICTS REGULATIONS AND lHE IRRIGATION SPECIFICATIONS. A. ALL CONSTANT PRESSURE RECLAIMED WATER MAIN LINE PIPING SHALL BEALERTIJNE, VIOLET COLORED PVC AS MANUF AC1URED BY 'BRONN LINE INC.' OR APPROVED EQUAL WORDS SHALL READ "CAUTION RECLAIMED WATER" ALONG THE FULL lENGlH OF PIPE ON BOTH SIDES. B. WARN!NG TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. C. WARNING TAPES SHALL BE A M!NIMUM OF 3 INCHES W!DE AND SHALL RUN CONTINOUSL Y FOR 1HE ENTIRE LENGlH OF ALL CONSTANT PRESSURE MA.IN LINE PIPING. 1HE TAPE SHALL BE ATTACHED TO THE TOP OF lHE PIPE Wl1H PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. D. WARNING TAPE FOR lHE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WrrH THE WORDS "CAUTION BURIED WATERLINE BELOW' IMPRINTED IN MINIMUM 1-INCH-HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTI NOUS AND PERMA.NENT. E. WARNlNG TAPE FOR THE RECLAIMED WATER MAIN LINE SLEEVING SHALL BE RED IN COLOR WllH TI--lE WORDS "CAUTION RECLAIMED WATER" IMPRINTED IN MINIMUM 1-lNCH•HlGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINOUS AND PERMANENT. All PRESSURE MAIN LINE PIPING FROM THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10-FEET-MINIMUM HORIZONTAL SEPARATION FROM All POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, 1HE RECLAIMED WATER Pll~_ING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A PVC CLASS 200 PIPE SLEEVE WITH WARNING TAPE, SEE NOTE 3-E ABOVE. WHICH EXTENDS A MINIMUM OF 5 FEET ON EllHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. ADJUSTS PRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER lHE CONTROL OF lHE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. ALL CONTROL VALVES, QUICKCOUPLINGVALVES,GATEVALVES, AND SPRINKLERS ON RISER SHALL HAVE A WARNING TAG AFFIXED TO THEM LABELED"NON-POTABLE". TAGS SHALL BE DISTRIBUTED BY: TOM CHRIS1Y ENTERPRISE, 21207 W. STRUCK AVE., ORANGE, CALIFORNIA, 926TT, (714) 771-4142. ;· ALL AUTOMATIC CONTROLLERS MUST BE SET TO OPERA TE BETWEEN 1HE HOURS OF g P.M. AND 6 A.M., UNLESS OJHERWISE DIRECTED BY THE DISTRICT ENGINEER. CONTACT THE DISTRICT ENGINEERING OFFICE lWO DAYS PRIOR TO TI--JE IRRIGATION SYSTEM COVERAGE TEST AT (714) 476-7603,!\ND ARRANGE FOR A WALK THROUGH OF THE SYSTEM_; FAILURE TO COMPLY WITH Alf'f OR All TI-lE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOlA TION OF THE DISTRICTS RULES AND REGULATIONS, AND Will RESULT IN TERMINATION OF SERVICE UNTIL APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. ALL QUICK COUPLING VALVES INSTALLED ON THE IRRIGATION RECLAIMED WATER MAIN SHALL BE NELSON MODEL NUMBER 7644. LOCATE THE QUICK COUPLER IN THE SHRUB BEDS 12~ FROM EDGE OF PAVEMENT. -·---· - • APPROVAL FORONSJTE RECLAIMED WAlER SYSTEM ONLY WATER lf.ETERS AND Ail CONNECTIONS TO IRVINE RANCH WATER OISTRlcr FACtl.lTIES ~LIST BE APl'UED FOR ANDA)!!~ THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISIONSJDEVELO~..ENT SECTION. FOR SFECIFIC RfQUlllE!t.ENTS TO OBTAIN SERVICE CAU (714)476-7500 • /Ill-ol\ ,¾7a4 omm: lll'ml)\/1,j of\\ rC ' I FINISH GRADE UNION PLAS'rlC VALVE BOX WITH LOCKING ur t,.lARKEO "G.V. NOTE: Install valve box so that the top of cover Is 2" above finish grade In ground cover areas and 1/2" in turf areas. GATE VALVE ,------WALL MOUNT CONTROLLER ['.::===:::===1--VANDAL PROOF ENCLOSURE 0 ASSEMBLY MANUFACTURE□ BY: PACIFIC TECHNICAL SERVICES 23432 SOUTH POINTE DR. LAGUNA HILLS, CA 92653- (714) 837-4460 lnl------1----120 VOLT ON-OFF SWITCH NOTE: All wire to be installed as per local code. FINISH GRADE CONCRETE BASE 3" DIA. CONDUIT FOR CONTROL WIRES provide commercial padlock and two (2) keys to owner COt~ROLLER ~--FINISH GRADE LATERAL LINE MAIN UNE or SLEEVE NOTE; 1.AII plaslic piping to be snaked In trenches. 2.Bundle & tape wiring al 10' Intervals. 3.Tie a loose 20" loop in wiring at change of direction greater lhan 30Q Unlie all IOOIHil after all connections have been made. 4.See irrigation specilicatlons for backf1,. and compaction requirements. TRENCHING,, I UVR-PVC Sch. 40 PIPE anchor at 10' O.C. UVA-PVC Sch.40 COUPLING C:NDVIEW ~---UVR-PVC St.h. 40 PIPE-~ r r,111ISH GRADE t -N~ 3 REBAR install to .! deJ:Jlh 24" ' Finish grade Control valve I Plastic valve box with locking cover. mark "R.C.V." and station number on cover . . sch 40 .nipple CONTROL VALVE 10" ROUND VALVE BOX STENCIL 'O.C' ON LID PVC MAIN LINE FJNISH GRADE -QUICK COUPLING VALVE7, (install r above grade t in shrub areas) ~ ~ ¼~~:,~:,~:,~u~~!:~~ PVC Sch. 80 NIPPLE PVC TEE PVC Sch. 40 ELL J NOT~. INSTALL 6" fACM i.EAAEST ADJACENT PAVEO ARE- QUICK COUPLINC C VE ?VC UMOI/ r /JIUYf./:5 CJ/ect: WILY£. rl;./;"51/ 41'AOE. ,--r;;::i=:::!;;:J...., . IN-LINE CHECK VALVE •t«P .. :INSTALL HU.OS 1:z- :AflOVE QRAOE 1H TI1t ~ ·INTERIOR OF PLANTINCI :aEOS. INSTALL HE.I.OS r ADOVE t.RAOE. NEXT TO IUllDINGS ANO HEADERS 0 ~ ffi.lf----PVC Sch.. aa RISER ::l; ~· ~ FINISH GRADE ~ -3~) - POP-UP SPRAY HEAD-------ol PVC Sch. 60 RISER----...._ PVC Sch. 60 NIPPLE---, LATERAL LINE SWING JOINT---~ PVC Sch. 40 ELL AND STREET ELL POP-UP SPRAY HEAD GRADE o ,,..----SPRINKLER HEAD GALV. COUPLING WITH SET SCREW FINISHl LI ~-~-----#4 REBAR anchor 24•· \ _ 1_~ into slope , 2-'"FAST LOCK"" . I P',-:---------GALV. BANDS , ~~ ~UVA-PVC. RISER j ••·~ElJl::::or-~ ~ PVC SCH •. 40 TEE ~! 'I I / ;-PVC LATERAL ~L· ·.~.:,_____ , , 1r·~P ./. I I ' IMPACT ON RISER SPRINKLER HEAL, GALV. COUPLING WITH\ SET SCREW RISER STABILIZER #SRS-200 l"VR-PVC. RISER SWING JOINT ~ {two short nipples\ and two 90 • elbows) SUPPLY LINE TEE THEF !STANT LOCK SCREW ~ / #4 REBAR anchor ~ 24" into slope 1/ ADV IN RISER • (as reciuired) ,, FINISH GRADE ;t,~=,.;• I 'f~~~~-~ -"" ,.1.,- IMPACT SPRINKLER ON GRADE DR. 14 15782 Sheet 111 of ?:J.J ~--FINl~r GRADE ' l POP-UP ROTOR (with check valve) -ew1NG JOINT PVC Sch. 40 ELL ANr. STREET ELL PVC Sen. 80 NIPPLE {lengttt as required ·' PVC STREET ELL ~~~-i.,::::.=-rr'• 77"1 '----.-----!_!---I i [L[E((;j[E~[O) SYMBOL Ml'INUFACTURER MODEL NO.IDESCRIPTION IGPM PSI RAD DETAIL 'v RA!:,./ BIR::> 180h-SAM-i:;Q-fei ~~1'.,li:P-f'Of'·UP 50 20 e 'A' V RA!NBIRD 100(i>SAM-~H-~ OOBP.>l.t~P.-ft:'f'·Uf' 1.tO 20 6 "A 'ti RAIN BIRD 35PJDA-TN: 11/64" NOZ-IMPACT 5.40 40 45 'BrC' 'rf RATNBIRD 3SPJDA-TNT 3/16" NOZ. IMl'ACT 6A:! 40 47 ·ere· 0 RA!N&IRO 30H-11164"X3/32" NOZ. IMPACT 7.03 ·., 46 6 ; 'b TORO S700HP-PC-6.0 POP-UP ROTOR 5.50 40 47 'ff 'rf TORO S700HP-PC-7.5 POP-UP ROTOR 6.94 40 46 'D' © e;,s,-.ou, DW-PRV SER1ES H.ECTRIC Rc:M:J"fE CON1ROL VAL.V:. 'E' ® GRJS\',O!J) 2030-2 1,2" MASTER VALVE_ 'E' «> NELSON #7645 QUICK COUPLING VAf.VE WA.OCKING GREEN VINYL ,,. COVER. 0 NIOCO J-4· ~ THAI ,.,T)~.JLl~•r SIZE CHECK VALVE G' --© FcB39 BE ... . BE,IOE SEEFbtlFSRSIZE .. NIBCO T-113 LINE SIZE GATE VALVE. .,. @J RAIN BIRD U SERIES ELECTRIC WAl.LMOUITTCONTROI..LER NSTAI.L 'J" IN A VANDAL PROOF ENCLOSURE SEE PLAN FOR SIZE. APPROVE[' LATEPAL LINE, CL 200 PVC PIPE. SIZEAS NOTED. "K" 8~1®1-IJ.E. MAINLINE 1 1/2" & SMALLER SCH. 4,:: PVC PIPE. 2" & LARGER 'K" CL31SPVCPIPE. (ALEnU)!f. f2.~l'1&1 lli.0 M,IJ.IJ.L\1"1!) APPROVE) SLEEVE. SCH. 40 PVC PIPE 4" DIA MIN. !NSTALL24" BELOW "K" FIN1S1-1<:D G~DE EXTEND 12" PAST EDGE OF PAVING. APPROVED CC'NOUJT, SCH. 40 PVC PIPE, 2" MIN. DIA 'K" BROM<JNE UVA-PVC SCH. 40 PVC PIPE ON GRADE. •• IM' 0 EXISTING 'filWA.111!0 WATER METER. BY OTHERS. .. US\\ AC.ME TY.<'E FW-..,/4" f'P.f,55UPE ~e:F YAl.\'l ® HAyWAill) tt,7rJ_ i,,1¥J"'f ql¥-1>-l[j'-',1/ W M8'+i ~ ® WJLke;I. (il'.) """1,:,a; fi'Es""re f<EGcllA1t>I'-,.. PAIN elPD PA-~-1/,H·'SIA c,,J ~ /.~'l 20 14 "H' ..., f?,t>/N ~F'D FJ>, • t>e,-JtH a-/ F'ICE!<-/.00 w /0 'H' \'I 1Cf2o S"10C,HP-fr. • 1.r, p. f!:!.£."''-P: (,,.-94 ,fO 1'£ ·N· ((;j!ENIE~A[L N (Q) u ~. ~ ALL MAIN L!NE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATl:.SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWlCE (2X) 11-lE DIAMETER OF 11-lE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES- SHAl...l.. BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE ANO SHALL CE INSTAL! t'O •·'RIOR re;, PAVING. PIPE SIZES SHALL CONFORM TO 11-lOSE SHOWN ON THE DRAWINGS. NO SUBS11TUTIONS OF SMALU..:1 fl10E SIZ'::S SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAYBE APFAOVED. ALL DAMAGED AND REJl:.CTED P.PE SH •.L BE Rr ,,JOVED FROM THE SITE AT THE TIME OF SAID REJECTION. FINAL :...OCATION OFlHE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNCA'S AUTI-IORIZ£D REPRESENT A rrvE. 120VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HIE IRPIGAT10N CONTRACTOR SHALL MAKE 11-lE FINAL t"-ONNECTION FROM THE ELECTRICAL SOURCE TO TI-IE ,.;Q"fTROU£R ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTl-lEAWl5i: SPECIF.t.t:D. THE tRRlGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AN VALVES FOR OPTIMW-, COVERAGE WITH MINIMAL OVERSPRAYONTOWAU<S, STREETS, WALLS, fTC. THIS ">HALL I 'CLUOE PC:GULATING 7HE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSUR:C FOR EACH S''STE A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES. ETC., SHOWN WITHIN PAVED ~RrAS 13 FOR : :.:,, -• CLARIFICATION ONLY AND JHALL BE iNSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. '"'-If CONfl--lACTOR SHf. ' LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE h•MSELF \"/ITH AlL C,RAl.lE I!'"",·, .E:l\iU , LO..,~TION OF WALLS. RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIG. TION -'1NTRACTOH ~1·t • . .;,p .IA OR REPLACE All ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WOR, WlTI' Jn..ER CONTr,, ' ,,.JR• 'OR THE LOCATION AND INSTAUATIONOF PIPE SLEEVES AND lATERALS THROUGH WALLS, UNDl:.n,;..1,-,0WAY':J ,·: fl\ ,'ING, ETC. DO rOTWILLFIJLLY INSTALL THESPRINKLERSYSTEMASSHOWNot ll-!E LJRAWING3 WHEN IT.Sc, VI\,,-IM r 1, • ,· UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMEN, .r,~::, L .. ~1 • 1110T HAVE BEEN 00\lSIDERED IN 11-lE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERNCES S'-IOULC RF t "'~. t.>-: ATTENTION OF THE OWNER'S ALJTHORIZ£0 REPRESENTATIVE. IN THE EVENT THIS NOTIFIC/.11:)N [<. i'~)T PE.AF-• .• • IRRIGATION COIIITRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR AfN REVISIONS NEC'~SSAF Y ALL SPRINKLER EQUIPMENT NUT OTHERWISE DETAILED OR SPECIFIED SHALL BE lNSTALlED AS PER '-'\. ,,11.,r -.-•u>-t-', RECOMMENDATONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR AODITIClNAL OET AILED INFOF.MA TION. ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN 1N THE DETAILS ARE FOR TYPICAL INSTALLATIC.,N4"\~" \· p.Nf MAY NOTS., REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WlTH THE V!'-' '. • C GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24• OR MORE BETWEEN 11-lE HIGHEST HEAD AND LOWE:.~T ~· u QN A SYSTEM, 11-lE ADV'S SHALL BE INSTALLED PER THE DETAIL THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TOBE/'!'', STATED ON THE SYSTEM REOl.1111Ef1FNTS SHOULD THE STATIC PRESSURE EXCEED 20"/4, INSTAL-l_A 'WILKINS' 600 SERIE::" PRESSURE REGL'UfflNG SEPARATE VALVE B'JX) DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTIOI~ ,JEVJCE. SETT! :I:: REGUI ~ r.. . ILi "E' AT 10% HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATJC PRESSURE BEL'.: ~ ~N • • STATED PRESSURE, NOTIFY THE ARCHITECT IMNIEDIATEL Y. ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON. 11-lE SYSTEM lS DESIGNED FOR THE MIN]MUM OPERATING PRESSURE AS b; 'OW'N A.TEACH P01NT OF CONNEC;TI('•.' MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE 1RR, 3ATION CONTRACTOR ':oi-lf.i.L VEPIF\' "'t. AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHAl1-BE SOLID COPPER UF ~ • ,ECT, , .-.l BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON_ INSTAl1-IN A COMMON TRENCH VI'.~ ~~ :L .·,,' MAINUNE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12' MIN. COVER av~ • . \/{JN-PHl:.SSU~•- LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE V•':' • ji;," MIii! COVE"!, SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAn All QUICK COUPLER VALVF.: ARE TO BE INST AlLED IN SHRUB OR GW UNO GOVER AREAS ll'r'El\1r::,,ER P0SSl8l t AND WITHIN 18" OF THE HARDSCAPE. All QUICK COUPLER VALVES LOCATl""I IN TURF AAFAf P-'0 : • ~EI~ :• 1-,, ll:'L' •,\/ S" DIA. GREEN PLASTIC VAJ...VE BOX. ALL THREADED PIPE CONNECTIONS MADE TO SUP.JOINT PVC PIPE SHALL BE MADE' w1r... .JV('--· r • ._~-EL f O Ll•NC. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCKc I T, F[ INSTALL AlL SPRAY HEADS WITH NOm..ES OF THE APPROPRIATE DEGREE OF RADIUS FORT ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS ANT) HARDSCAPE. P.~• CONTROLS TO PROVIDE OPTIMJM PERFORMANCE. ...e:::cov~ED ~ L. VALVES ROV, .rr'ANGE .~J[ .. f Y -, I I ·i ENVIRr iM' • '\L ,1A'. ;( ·t. r 1 ,£1: DETAJLS-IRRIGATJON .. '~ :.,,, t ifl 'fl• . . • ~ ... ~ " ? ~ 0, -. ~ --~ --e ~ ""\ l;,. II-C. -'( ,., -;:!;" ,..... ?-"' 0 -f" "5 5-V, ~ 0 ,. ~ 0 "",;:) ...., OI to • ~ --. ~ -s ,-- oi - - f ' f I r------------------==============;e==============:===============:'======================"l""-=~-===--------------------~--------------------_;,.1.,.•,.11!Yi1~-· IJ qj LOWER LOOP ROAD ------------' , j . . \. I I ~ I /// /// 0 <( 0 0:: _J _J -:r: z <{ u -_J w Q_ ' t7, . I I I • ------ . 0 N D • .. LOWER LOOP ROAD ----- ------ ' I I / 0 11 ~\II L W,1/, ,;:;. ~ I -' -' -I z <( u --' w a... DR. l4 15782 Sheet JJ? □, l?.Z.. I I I I I • I I I I fl ~ '., ~ LIC. #41243 ;:c PREPARED)BY ' EXP. :3 ·3/C")/ \* • D]THE _,,=,n \t1,,. C/V\\.. ' . co. ., ::;_ I-l·11, ...._· •. I/ \ -. ~"-~-: ... :, .-_·_;:,.-;..- .• HARK DATE DESCRIPTION REVISlotJS 0"°l:1JIL c:;u:='!:inn KEITH ~mn :~~J:~: ~-~= ORANGE COLINTY ENVIRONMENTAL MANAGEMENT AGENCY INTERSECTION ELEVATION GRIDS PREPARED UNDER SUPERVISION OF W LLIAM E. WH l'D:.::,ES::..:l.:::GN:..::E"-'D =M=-,==;=======-1 SCALE DATE DRAWN .P.J ,4 D\16. llO. CHECKED Br AS SHOWN •P• INT'S OF LLR AND PHR FDR GRID El, -21[0,23JPF• 3098 284 27-Apr-90 07•42 AM/ 3098-3102 ' <;i:. r- f 0 ... :s ---~ ~ ~ <- ~ " -"i -£ • ("> 2 5 C '" f:2 (/1 0 ~ -r 0 l -.::. ""' I"' s ... -- ~ '5 v' H t ,0 6' -< "' < /0 .,. (J! ,., :t-V 1 rn -,'I) ~ * ~ ~ -~ -- ~ \ 10+00.00 42 LOIJJSR LOOP RD. TRENC:i-1 NC> R (A) TIC:,, l!!.. • 45 --:2 f 'C::,c::>" R' -e,. 2:2 .c>C::::, , L --4-GB.51' L . 0 Q 19 a -4s-2t'e>c:>" Fi<?: • S 9 a,_ c,c:::;;, ' L • 413 . .32' LINE CURVE =ATA L "" 1-4.B-4' c::>1•4.3,54u TOPICK-IJPo StA 10"'850 /) 0 0 0 0 0 0 0 0 0 0 !laJtllllESt lll4LL LOOKING SC<JtwJESt (D K) " Nc::>TE: E IN=IC:ATES JC>INT TRE=:Nc:i-1 LU/ FC>WER E tN=tC:ATES JC>/NT TRENC:i-1 LU/ FC>WER cov ______ _ At tw. ------,---- 0 0 0 0 0 0 totw. NORtl-lEASt lll4LL LOOKING NORtl-EASt ([) FL. ht:&'9' 2--4" C>U. I e--------- T Y FE _______ _ W.W. -.9c:::::>c::>' /;;\ PL. -48' .3--4 11 r:::>U.:-~..----------- i CONSTRUCTION NOTES I. MIN/r--tUM C:C>v1=R FC>R STRUCTURE 3C>" E>ELC>W a.UTTER FLC>WLINE . 2. MINIMUM C:C>VER FC>R MANI-/C>LES' 24" E>ELC>LU a.UTTER FLC>WLINE. 3. ALL SUE>STRUC:TURE /NFC>1""'MATIC>N Si-/C>WN WAS TAKEN FRC>M REC:C>R=S AVAILAE>LE AN= IS AFFRC>><IMATE. VER/FY, LC>C:ATE, ANO FRC>TEC:T AS RE=UIRE=. 4. E>EFC>RE E><C:A-VATINCE, CALL • U~. SER.\..,,,.{c;f= ALERT 1-Bc::::>C:::, -4-2 2 -4-133 5. FLAC:E FULL RC>FES AS RE=U/RE=. 6. ALL T1""'AFF/C: C:C>NTRC>L TC> E>E IN AC:C:C>R=ANC:E WITi-1 CAL TRANS MANUAL C>F TRAFFIC: C:C>NTRC>L. I 0$ .,. .... SE~-Ne;,.~ T.a..r-t., 32.=6 r-t.AF's NEW Sc:=ALE l"•-4C>', =ESla.N ENGR., M.6. AN=REWS 666 -5712 JN 2358 I C:.A. FC>Rf<ERT E><C:i-lANGE ENa.R., R. RUETER 259-4464 SUSWAY INSFEC:TC>R, I-I.A. MARTIN 666-5513 COMMENCED•----19-COMPLETED ____ 19._ RECONCILED•------ . DATE. RE\IISIONS PACIFIC BELL NE.WPORT BEACH ~XCHANaE CORONA DEL MAR C.O. AREA INSPE.CT AND ACQUIRE. JUL 3 11990 ROUTINE PREPARED DATE OFFICE FIELD CHFCKED APPROVED APPROVED DWG. LE< 43) 101,R 01..f.JS.1 f.SS.1 CONSTRUCT/ON NOTES r,,. FL. 8.5B' .:3--4 11 DU 0---~-=------TYFE _______ _ W.W. -939' TRENC:1-/ LINE CURVE =ATA NC> R L "" A flC:, I :24...31' 12 .. .39 '-4-C::::," e 1/C,' .36 . .39' re.-01•11 11 ' •// • '1/, .• ~ ,, d /7) ' . .. ,, ff;. /.o' , /0./ /.~1/'>7"'' ~-: ' ..... 9-'!,et // ., «-.,, / • , . v ,,> ,,-~; :,: Q /7.'.,;; ' '', , ' . / ... ·. ': • JN 2.35.:3 .:Sl=C5#. Ne,.: T.c:E,.M.: 3:2 ,r:::>6 MAF, NEW SCALE l"--4-c.>' u.c;, =ES/G,N ENGR., M.e: AN=REWS 666 -5712 C::::.A. FC>Rf<ERT E><C:i-lANGE ENGR., R. RUETER 259-4464 SUSWAY INSFEC:TC>R, I-I.A. MARTIN 666-5513 COMMENCE0, ____ 19-COMPLETED ____ 19._ RECONCILED, _____ _ DATE RE\IISIONS JUL 311990 PACIFIC BELL Nr:.. WPOR T 2>~AcH E:.XCHANa~ CORONA D~L MAR C.O. AREA INSPECT AND ACQUIRE ROUTINE DATE omcE FIELD PREPARED CHEC ED APPROVED APPROVED DWG. . LE<-43,?_ tOrTR DllJGZ 155,I DR. 14 15782 Sheet 119 of 177 /<I-/S:J/JV :r:; 0 f 0 -. ::s ~ -~ -0 ~ s;,, <::: C -t" ~ 'i= ""' ) ~ -r ~ V' --r 0 tl ~ "T' -, 0 3 ~ _. -, ~ '5 " N - P.B. I .. .> ~ =ATA A -c;,,c;;, -16 'C:,6 11 eR 58<:::>.c::>O' L • 2.12' A -c,c:::, .. 16 'r:::=>6" F< • 5-42 _c:::,c::,' L -2.5-4' FU TU RE ----- TOHH. 5T. 35+.eb.OO cf:. LOl.1..IE!=R LOOP RD. TR..LN. r:::>ATA A • c;,c,--4.3 '.31" R -513 a.c;,<::;, ' L • 65.19' cl:. PATA A • C:>c::> .. 4 ;;J '.:3 I " R -&JC>c;>.c;;,c;,• L • 64.11' 0 0 ~ 0 t n A 8 r----, 1/ cl:. PATA ~ --c;,c:,--46'15" R -5/c:>C'.C>O' TF!.LN. PATA lJ., -c:::,c::,-14•:21 11 ~ -&138.0C>' L • 21.45' ci:_ PATA 6. -c;:,c:::, • 1-4 ''2 I" R • &Jc:,c;,_c;,c;,• L • 21.29' Ne> L A 1 Tc:>' c::>b .. ,e. 'c::>.3 ,, ]8.22 I . . cov ______ _ AT HJ/.-----:::----- 0 0 0 0 0 0 Ne> A • c:::> 1 .. 4c:::> '2 c:::, 11 R • 5/c:::>C,.c::><:::>' L • 14B.B5' Nc>TE, E IN=ICATES ..Jc>INT TRENCH W/ Fc>WER 0 11 -IJl A 1 C t 0 A cov ______ _ ATH.J-1. _____ _ 0 0 0 0 0 0 0 o. _o o I I I I TOH"- NORTMLE5Tl<l4U. LOCl<m =sT L L,. A • c;>-4•75•;;3,2 11 R • 610.c::::>C>' L -4534' ~ =ATA 6, • C,f -s,. J 156 II R • 6 tc>.c>c:>' L • 19.Bh' 6. • c,-4 •15 '32" R • h 4e>.C>C>' L • -4B. Tl' TRLN. =ATA A -.or·sr'e-JG. ,, R • 6-48.c:::::>~• L • :21.!c:>' Nc>Ti=, E /N=ICATES ..Jc>INT TRENCH W/ Fc>WER ~ =ATA TR.LN. =ATA 6. • c:,-,•::,1•.39" A • c;;,-;•.;3,1•.39• R • 6 tc:;:,_c;:,c;:,• R • 648.0c;;,' L • ec:::>.1-4' L • B!:3>.1:3' . ...: . CONSTRUCTION NOTES (";'-, FL . .3.3' .3--4" OU. 01-----------TYFE ________ _ W.W. • 9..39' (".;:;) FL. 1.3-4' .3-4 11 DU. 0,----------- T Y Fi= ________ _ w.w -'919' SE-61:. Ne,.: T .cE, .t-1., 3 2 ,D ,:, MAF, NEW GC::ALEE I" -4c:;:,' COMMENCED, ____ , g__ COMPLETED ____ 1 g__ RECONCILED•------ DATE REVISIONS JUL 311990 PACIFIC BELL NE.WPORT BE.ACH e:XCHANOIC:. CORONA Df:.L MAR C.O. ARC:.A INSPE.CT AND ACQUIR.~ ROUTINE DATE OFFICE FIELD PREPARED CHECKED APPROVED APPROVED DWG. l-E( 43.J 10liR DLJ..15..3 1$5.I CONSTRUCTION NOTES cov ______ _ cov ______ _ ATHJ-1. _____ _ AT HJ.I.------ 0 0 0 0 0 0 0 0 0 0 0 0 TOcAP • 0 0 STA 10~6.61 FU7l/RE 5 T. STA !0~3.95 RJTUR£ 5T. TO HJ-I. SOUTT-IEAST IU4LL LOCl<m SOI.ITHEAST ('7) PL. G-5' 3-4" DU. 0'-----------T Y FE ________ _ W.W. • 919' PL . .:36' 2-4" DU ®C-----------TYFE ________ _ W-CAF -15b' ~ FL. 1:2c:>' S--4" DU ,e,'-----------TYFE ________ _ t='L. 4C>c:>' E> --4" e>U. eC-----------TYFE ________ _ ~ FL. 3-4' 2--4" r:::;:;,U. ,e,>-----------TYFE ________ _ W-C::::::AF • 4:3>4' NORTJ.-IU!£ST WALL LOOl<.ING: NORrJ.IJJEST 6 FL. e,5' .3--4" r=:>U. ,e,1-----------TYFE ..:•c_ ______ _ W.W. -~35 1 SEG. Ne>., T;G.M., 32,=6 MAF, NEW SCALE 1"•4,C:,' U.G =ES/GN ENGR., M.!3. AN=REWS bhb-5"1/2 C.A. FC>Rl<ERT .> !=><CHANGE ENGR., R. Fe:UETER 25S:J-44b-4 SUSWAY INSFECTC>R, H.A. MARTIN 666-551.S COMMENCED, ____ , g_ COMPLETED ____ 19-... RECONCILED _____ _ DATE REVISIONS JUL 311990 PACIFIC BELL NE. WPOR T E!,~ACH 1:.XCHANal:. CORONA D~L MAR C.O. AR~A INSPC:.C T AND AC:OUIRI:. ROUTINE DA TE OFFICE FIELD PREPARED CHEC ED APPROVED APPROVEO ..JN 2358 DWG. -D le.. LE< 4:3.J 101"1R Du.k::,.4 155.1 It/_ DR. 14 15782 Sheet t1-4 cf l?fa .> P.B. 21~~~l0{1,\ Q,-"5'b"li~) ~. . . I )t N I lr TO HJ.I. ==--=-------"'I"';_... -- cov ______ _ AT HJ.I. _____ _ 0 0 0 0 0 0 SOUTIEAST /ll4LL L<XJl<JN5 SOUTIEAST A • :2 c:, • 1-:b 't;; 3 11 R • 6JC>.C?c::>' /_ -2.3,.1,' LOWE=-~ A • ,:;34•49•.3-;u R • 6 f,c::,.c;:,c::,' L • 3/C:::,_Je' - II) II) TR./_N. DATA A • ,3-4•49•.3;u ~ • 648.C>C:::,' L • .39.3.ea• ----• -~ -- A • c:>2 .. ,4 '16" R -t:bc:::>9.99' /_ • 2 .3.S:2 ' I I cov·------- AT HJ.I. _____ _ 0 0 0 0 0 0 0 0 0 TO HJ.I. NORT/11.EST IU4LL LOOl</Nt:; NORTI-/IJEST fl. -;2C::,, ... /€;,, ',5-_3 II R -6:32.c::>c:>' L • :22.3.12' • • -i' • . . . . . • =-. ___.:-• . .. \ _ ......... ~ __,_ -..,;- TOHJ.I. NO A = '1 'i 0 2 J._ OWE-f's:'. ' m l ' fJ V cov ______ _ AT HJl. --,---- R tf c::>, /IC,' lie:>' 0 0 0 0 0 0 I : I I I 60l.lmlll4LL LOOK/NC, 60l.lm /_ /-4.S-4' LS /=/_. M.H, ____ _ 12'x6'xl' FL. 1-R.-3C:::," F_.fC. 5c>-4 =u. FT. . ::::,.,_ .. '· ":::-... TREN=H /_/NE =UR'VE DATA Ne> A B = R ,, c:::, J fie:;,' TIC>' /_ 1/..53 I f.3.2 ,3 I 14.2!>4' A • 77-.35•23 11 R • 6/c:::>.c:::>O' L -2c::>5.69' • ·' .. •· ; ' .... LS C)9 ,.CJ/ ',4./ II C:::,b -5.3 '.31" C'I -43 •~4" TR.LN. t=>ATA ll .-1;-.35 '23" R 6.32.00' L -194.c:::>2' ... •• : .• ,, •. ·_ ---::-~t--·,='-~-.. ,;:::;_ T~E~J. -· .:::--•• " - .--~ • • • . . -">;-. cov_~----- ATHJl. _____ _ 0 0 0 0 0 0 TOHJl. NORIU /ll4LL LOOl<JNt:; NOR1U NC>TE, ·-c-,-_ . . , •• ·_, •. ~---~-Ow • •. •• :.,·. --~ 0~~ ;--,-,....= __ :: __ =:~-:::----, = .. =:::=,-_ -_-_J._ R. c:> -4 b •• , -.... E----- it--JD/C:ATES Jc,/NT T~"=NCH LU/ F'OI.LJE=f,: E INDl=ATES ..JC>INT TREN=H LU/ F'C>LLIER -• .. •. . : . . . • . : -.. . . . . -. . • .. . . . . .... . . .. -.... , ..• ,. • --- ------:::::. ----f' ~----~ . ,. :...--~ -.-::;-,. e----c . • • ' ---• • ' 4' .> - ~TN ~1. t N - CONSTRUCTION NOTES SEE D I.J..JG,,. I Q)e----=-t=-='----➔-=:2-=5_' ...:.3=---_-4...:...'_' ...:D=--U--_ TYt=E ________ _ W.W. •, 9..39' • @e---'-F'-='-:.:·:....::.3::....:'..:""':_'-=.3:..-_-4:.._" ...:D=-..::U;c._ TYF'E ________ _ LU.LU. • 81(1 . 0 0 . SE~-Ne,.::. N ~ ~ .; ~ t T.C:..M., .32,D6 r---tAF', NEW N . . . N 0 0 ~ " t ~ SCALE 1"•4c=>' U.C:. DES/G,N ENC:.R., r---1.B. ANDREWS =.A. Fe>Rf<ERT E><CHANG,E ENC:.R., R. RUETER 259--4-46-4 SUBWAY /NSF'E=Tc:>R, H.A. MARTIN b66-551.3 COMMENCED, ____ , 9.._ COMPLETED ____ 19.._ RECONCILED, ______ _ DATE REVlSIONS PACIFIC BELL . Nr!:WPORT B,E.ACH f:.XCHAN61:E CORONA DE.L MAR C.O. AR~A INSPECT AND ACOUIR~ JUL 9 1, 1990 ROUTINE DATE OFFICE FIELD c.) .il. PREPARED CHECKED APPROVED APPROVED DWG. L.E(43) 10/"'TF:: Dtu:::,.5-t.es..J CONSTRUCTION NOTES ck: DATA fl.. • ,c:::>9 •;>;3 :;36 " R • 62c:>.c::::>c::>' L • 1c:>I .C,6 ' TR.LN. DATA A • <:?9 •5-3 '.$G " p:;;: -G se.c::>c:>' L -11.3.1&2' Q)1---'-,=-='-=-·:.._-4.:....::9:c5=--•-=.3'----➔-=--"-=-=_u_._ TYF'E ________ _ LU.LU. -871' SEC:.. Ne=>., T.C:..r---1., .3 :2 ,D 6 MAt=, NELLI SCALE I"• 4c::>' U.G, DESIC:.N ENC:.R., r---t.B. ANDREWS C.A. FC>Rf<ERT E><=HANC:.E ENC:.R., R. RUETER :259--4-46-4 SUBWAY /NSF'E=Te>R, H.A. r---tARTIN 666.,-551.3 DR. 14 15782 Sheet 1-l:5 Of 177 • COMMENCED, _______ 19-COMPLETED ____ 19-RECONCILED•------- DATE REVlSIONS JUL 199D PACIFIC BELL NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. AREA JNSPECT. AND ACQUIRE ROUTINE DATE OFFICE FIELD PREPARED CHECKED APPROVED APPROVED ..JN 2.35S DWG. LE<4.3> 10r1R DWG:h I.SS.1 AS? ..........:.._ ___ .. -.\.__ P.B. 3 •tll1(n\ • i-~\{1,-) s ? ~ 0 .., • + -. ----t ;z + V' 1 ~ 7 ~ '""Q ~ "'"' ~ 0 5 ~ ... C r, ::i:: ~ a, '"T> ~ -,... • S> 'S" 0--F_L_. _5_c:>_a_'--=3_-_4;_"...:D=-U=-. ,YFE _______ _ W.W. • &-::, I ' @r-_F_L_. _3----=c:>--=3----=3=-----4.:.__".....=D:....=U::._ ,YFE __ --:------- W.W. -:;;J.53 ' r::;,. PL. 2/.3' &-4." C>U. ~r---------~--- •• ,YFE _______ _ E INDICA,ES ..Jc:>IN, TRE:NCI-/ W/ Fc:>WER TRENCH •. ' .. --- N= A E> C [Z:::: E F TRENCH LINE CURVE DATA Ne> L (A) 14 . .94' A • 1c,•;31'.3c:>" R -2.C,bl.c:>e>' L • .Sa.3 . .3 I' -· -\ : . ·" . _ _._ ~ •.. .-. -~ ... ·' • TO HJ.I. L::,. -1c;,-;3-r•.2,,c::>" R • 2c::>-4f.c:::,c:::,' L • .3/B.4'9' -~ cov AT/-UI. • 0 JO 0 >O 0 >O ,,_ 0 TO CAP• STA 10-165.69 80U™'EST IU4LL LOOKJN::; 80UT/-l.1.fc!>T R 11r::::;:,• ITC>' 11 c::> I Ile:>' 25' 1fC::, I LINE CURVE DA,A L L:,. rt.SI' c:::>9 •c::,a '.S-9" 12.54' <:::::>6 .. .31 '56 " 1.45' c::>.3 ·s:2 ·ss " 13 . .94' c:,1-12•2s" • .3-, .c:>3 ' e,4-•s-1 141" ·' :29. 16' IS •29 '55" cov ATHJ-1, -" 0 0 0 0 0 0 ,,., 0 0 0 TONJ.I. NO/W-EAST IU4LL LOOKJN::; NOR'l"IEAST 29pO' 8 0 1 6 0 + A I\ . -·\. - 8 8 0 0 6 0 + ti\ il TOH.fl. ,~· :29.bO' 8 0 0 0 0 6 N 1 ~ t t ~ ~ I\ I\ . -- . - \i .. IL 0 i-: If\ ll • I • :rr-r(J t·.X1U \I) -• X ,'t [~[~ cov AT /"U4. 0 0 0 0 0 0 0 A -c::>1-4a•s1" R • 62C>.c:>c:>' L • 1 'S.G .3 ' SOUTI-I.J.ES T IU4LL LOOl<JNC, SOUT/-1.1.fcST 0 ~ I\ t ~ I\ 2 ,, ' I I LOOF .6. -c::;,1•-4-e,.'S,J" R -658.C>C>' L -2 c:>.83 ' cov ATHJ; 0 0 0 0 0 0 0 0 0 TO/-UI. NOP:l"fEAST IU4LL Loot<:JN,:; NOP:l"fEAST ' II' .. -·. :._:,~ ,~ . ~~ ' •. ' • ROAD N'L..,...-CURS DATA l::J. -21,.15'2.3" Fi? -76-C>.c>c:>' L -28LS5' ..JN 235.9 Nc:>TE, CONSTRUCTION NOTES Ii/ ;f SEE Du.=. I .SEC:&. Ne,.: T.c;;.r---r_, 32 ,=6 r---rAF, NEW $CALE 1"•4c;::,' U.cs; =ESICS,N ENGR., r---r.£3. ANDREWS 666-5712 C:.A. Fc:>Rl<ERT E><CI-IANGE ENCS,R., R. RUETER 25'9-4464 SUSWA ..,...-/NSFECTC>R, I-I.A. r---rART/N 666 -5513 COMMENCED, ____ 19.._ COMPLETED ____ 1g__ RECONCILED _____ _ DA1E REVlSIONS PACIFIC BELL· . . NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. AREA INSPECT AND ACQUIRE JUL B 11990 ROUTINE OA1E OFFICE FIELD PREPARED CHECKED APPROVED APPROVED DWG. LE( 43.) TOliR DU.JG.I (5$.1 CONSTRUCTION NOTES E INDICATES ..Jc:>IN, ,RENCH W/ Fc:>WER l:!.. -21,.IS'.23" R • 166.c:=>.O' L -:284.Ta' .JN 23.Sa r,'l FL. 411 5-4" r::=>U. <..!)f--_;_'--'---------TYFE _______ _ W.LJ.J_ • -:::,.55 ' @c--F_L_._4_7_c:> __ • _3_-_4_"_D_U_._ TYFE _______ _ w.w -~oz' SEC:#. Ne,.= T.=..r---r., 32,D6 r---rAF, NEW $CALE 111 -4c;::,' U.CS, DESIGN ENCS,R., r---r.E>. ANDREWS 666 -5712 C..A. Fc:>Rl<ERT E><C:I-IANGE ENGR., R. RUETER 2!3-9-4464 SUE>WAY INSFECTC>R, 1-1..A. r---rARTIN 666-5513 DR. 14 15782 Sheet J..16 cf 177 COMMENCE0 ____ 19.._ COMPLETED ____ 19.._ RECONCILED _____ _ DA TE REVlSIONS f--'-"-t----- 1990 PACIFIC BELL Ne.WPOR.T 2.t:.ACH ~XCHANQi~ CORONA DE.L MAR O.O. AREA INSPE-0.T AND ACOUIR~ ROUTINE PREPARED CH CKED APPROVED APPROVED DWG. DA1E omcE FIELD l-E< 43.J JOIIR • p!.t.J::3,_e,. /85.1 J)CE. Jt{ ... _ J.5? ff V • -'--. c--........... - If\ 9, ,> T"REN C 1-1 IN= R A l1C:., I IS 1 rc;::,' C 12.5' r:::. 11,0' E ITC>' LINE CURVE =A,A L D. 4.12' c:>2 ·2-r '21" 3.C>,' c:;, I .. .3 .S '.S 6 " 2 c:> .c:>5 ' 91•5.3 1f,:;b II 1,.=5• C::,8 •02 146 II 12.'9.2 '. C,-6, •-4.3 '5.3 II • 1,_ ,.'I, .• ll ,.-,2•· ,/1.i· ' •. ·:- _4.: ... : '. FL. M.1-1•-----T:2'xlt::>'xl' Fl-. 1-~-.3C>" F.4C:.. 5C>-4-CU. Fr. I I TRENC/-1 LfNE CURVE =ArA 0 0 NC> R L A 11c:>. 16.139' IS lie::>, 1.3.c:=>S • D. c:;;,a•..&f,1'44 11 c::>b •4-, '-45" 1 0 ii . I ~ • ;,.-:-_..-:: ._-'.''· • --:--=-:$.1' -~·., --= ...-cc 2/l, 7 .:,I //,«,' __ ...---r., --=" ::l=;;:-'f' -c=,. I •• • •• • ': ·,, . . '""' ----.-,:::::::._ _.-:-'"__:_..:::;:;:--. . _ .. _. ;_ •• . . . ' .\---~ ~:-_ ... . .. . . • -__.---: ~ .• \ ... . . • . • ~-.:--··· ". . . . ... . . .. , -•. . ·_ \ -_ r· • . . •· . .... E fN=ICAT"ES J=fNT" T"RENC/-1 UJ/ FC>UJER cov AT HJ.I. 0 0 0 ·o TO HJ.I. 0 0 0 ~ IJE!,TawJ. TO CAP• STA f0f64JB LOOKIN,; IJE!,T .--~ ~--~--.. •• ;.·. . . . --=-- TR.L.N. =A,A A • 15•,:29'f6" R • BS-6.c:::>O-' L • 231.39' i =A,A fl. -1s·.:2e•~,.:;>,, R -e,,3:::.:;:,_c::;>c::, • L -22-4..S6' = Lc:>WER. Lc:>c:>F ,> ,> TO HJ.I. cov ______ _ AT HJ.I.---:---- 0 0 0 0 0 0 0 0 • 1/E!>TCU<!l.L LOOKJNG,IJE!,T ,> COV------- AT HJ.I.--,---- 0 0 0 0 0 0 0 0 0 EA5Taw.L L=EMT TO HJ.I. . . ·,·. -.-.•..:....,.:.._-- .. . .. • .• ~, .. -·-· ti Cl. " ) \ 0 0 N r --\)I 0 ~ . • • 0 ! 2 0 i O .i c II N Lc:>WER. Lc:>c:>F cov ATHJ-1. 0 0 0 0 0 0 0 0 0 EMTUW.L L= EAST TO HJ.I. E ------ IN=fCATES JC>/NT" TRENC/-1 UJ/ F=UJER ~ tC Cl. ~ Cl. II ~) ~ 0 0 < + t-or 0 ~ 2 Q 2 II R.C>AD JN 2358 ,> JN 2358 CONSTRUCTfON NOTES SEE z=>WG,_ 1 (i)l---Pc....:L=.-..:1..:9:.;I_' ..:.3=---_-4-_:._"_D=.._:_.U_:_.. _ TYPE _______ _ UJ.W. • ::.,Oe.' FL . ..95' 2--4" x:;;>LJ. TYFE _______ _ W.-C::::AF • :216' @l---'''-'P_:L::.-:.;..:":...4..:..:..1 '_::5:.;-_-4-:._'_' ..:D::...:U::C.'-- 'TYFE _______ _ ~ FL. 5'96' .3-4" r:=>W. ~1-____:-=-=--=----=.........:;__..:__..:___ T'YFE _______ _ W.W. • SE~-Ne,.: T".G.M., 32,=G MAF, NEUJ SCALE l"-4C>' U.= =ES/GN ENGR.• M.E3. ANDREWS -GGG -5,12 C.A. FC>Rl<ERT E=><CI-IANGE ENGR., R-RUETER 259-4-4-G-4- SUISUJAY fNSFECT=R• I-I.A. MARTfN GGG-551.3 COMMENCED, ____ 19-. COMPLETED ___ 19-. RECONCILED ______ _ DATE REVlSIONS PACIFIC BELL NEWPORT BEACH EXCHANGE CORONA DEL MAR c.o_ AREA INSPECT AND ACqUIRE Pl\ "''l 1990 ROUTINE DATE OFFICE FIELD •'I·, PREPARED CHECKED APPROVED APPROVED DWG. 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