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HomeMy WebLinkAboutR_5861_S-----·-·------·-----·----·-----------------------·--------------------------------------------------------------------------------·--------,------__,----------------·------ -~ " SUOISET Ma. < "IL--""l'"'+-"' $ ~ STA .. TO.. '-:~~ /,J.,-j--tf~- ., WESTM< .. STEII l BEACH ~t-+-'ii,:H"'"''"''f"'~· Hl+rct.-0-~'P:c& hr T NEWPORT ' I I , □I ,,.o,cATESARu, SHOWPl or. LOCATION MAP SA.'! JUA,. CAPISTRANO SAPl DIEGO COUNTY ' VICINllY MAP 1 0 5 10 fW:".:3:::-r bt:::;;l, ·d l SCALE I:~ MILES ---·---------- M 0 ru "' ;,; w w "' "' ru ru "' I '" w w '" m RJ EL CAPITAN DRIVE \ "' I '" w bi ~ ru ru "' I "" w w "" ru ru ru "' I '" w w ---(I) ------ i~/ "' .. SPYGLASS HILL R□AD Ir STORM DRAIN LINE "C• liJ----LATERALS 'C-1'-'C-2' SEE SHT. 212 111_____ STORM DRAIN LINE 'B" 1U LATERAL 'B-1' SEE SHT, 210-211 STORM DRAIN LINE 'D' LATERAL 1D-l'-1D-2' SEE SHT. 214 STORM DRAIN LINE 1E' LATERALS "E-3'-"E-4' SEE SHT. 215-217 ~Zl- STORM DRAIN LINE 'A' LATERAL 'A-1' SCE 209 LOCATION MAP ------------·--------··-------- ---·------------------ ORANGE CO~JNTY EN\/IRONMENTAL MANAGEMENT AGEf\]CY SANTA A~'>IA, CALIFORNIA E. SCHNEIDER, DIRECTOR PLANS FOR CONSTRUCTION OF FROM SPYGLASS .H~LL ROAD TO ASSESSMENT D!STR~CT /2"-e.qe Aooe,-./Ol.-1"""1 Jo. e "' //' e.qe Bu1-1...en,.J ,J,::,. 1 , > Uti,.f&e, "' e.t:::10 A 2,:,e~ .!:_o,.,,,e,o,e11,..,~,£#J, .,,_:e~, 1-.:c(,,._-", !5 E3l.J/L--r-A. , 1?"74, ~/"&,£85" f'M>.1!64.<ld -·· ;,, S.J.J.-1.~.IP.1-1.R. s-r-1e1~1t--1&a ~:~~4 l\ll J . Ry I l e-SCR JTl0"' SH I. APP'D -<rVI I( H\IS PROJECT ADDRESS: 21003 PELICAN HILL ROAD EMA TRAFFIC ENGINEERING COUNTY OF ORANGE -tr/,,.,,, b 9 ' PALEONTOLOGIST: DR_ JOHN COOPER 16737 FRANCIS DRIVE CHINO.CA. 91709 (714) 773-2662 1AT• "AS BUILT" DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. / w4-~ tvL • z-ZS,--?Z WILLIAM E. WHEELER R.C,€: ef43 DATE APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS ANO ALL CONNECTIONS TO IRVINE RANCH WATER .DISTRICT FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRVINE RANCH WATER DlSTillCT SUBDIVISIONS/DEVELOPMENT • SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476-7500. ONSITE APPROVAL BASIS. OF TOPO: FLOWN BY: R.J. LUNG DATE 6/14/86 SPYGLASS HILLS RD. TO DATE --1,')_-Z._·C:,I ~- IRVTNE-RANCH WATER-DISlRICT APPROVAL OF WATER FACILmEs -EL CAPITAN-DR. FLOWN BY: AIRBORNE D/ITE: 2/03/88 DATE FIRE MARSHAL DATE ARCHAEOLOGIST: THE KEITH COMPANIES MICHAEL E. MACKO 200 BAKER STREET COSTA MESA, CA 92626 (714) 540-0800 EL CAPITAN DR. TO PELICAN HILLS RD. GEOTECHNICAL CONSULTANT: LEIGHTON &c ASSOCIATES, iNC. 3050 DAIMLER, SUITE B SANTA ANA, CA 92705 (714) 250-7115 --( FUNQED-13Y: --------DEVELOPER/OWNER: EMA PUBLIC WORKS COUNTY OF ORANGE ' ' 00 00 1 .. WATER IMPROVEMENT PLANS SHEET DESCRIPTION 280 llTLE SHEET 281 TYPICAL SECTIONS, CONSTRUCTION NOTES 282 SAN JOAQUIN HILLS RD. STA. 127+54.67 TO 136+00.00 283 284 285 286 287 268 289 ' NOTE: » » » » » " ,, 136+0o"OO TO 147+00.00 147-tOOOO TO 155+49.07 155+49 07 TO 165f00.00 135+00.00 TO 173+00.00 175+00.00 TO 186+00.00 186+00.00 TO 197+00,00 197+00.00 TO 205+00.00 GEOTECHNICAL INFORMATION IS SHOWN ON PlAi~S FOR BIDDING PURPOSES ONLY. ACTUAL LIMITS AND REMOVAL QUAtlTITIES SHALL BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER. • DR, 16 15790 Sheet 201 OF 289 DEVIATION FROM O.C.E,.M.A. STANDARDS: ll CATCH BASIN LOCAL DEPRESSIONS PER CITY OF NEWPORT BEACH STD. 304-L. 2) DESIGN SPEED IS 51 M.P.H, 3) MEDIAN HARDSCAPE OF LESS THAN 60%. 4) MAXIMUM CENTERLINE GRADE IS 8 00%. 5) 0.4% MINIMUM GRADE FROM STATION 154+ 75 TO 156+50. UTILllY PHONE NO. ' SO. CALIF. EDISON (714) 859-5253 PACIFIC BELL TELEPHONE (714) 966-6216 SO. CALIF. GAS CO. (714) 634-3106 LAGUNA BEACH COUN1Y WATER DIST.RICT (714) 494~10.41 IRVINE RANCH WATER DISTRICT (714) 476.-7500 cm!MUNl1Y CABLEVISiON THE IRVINE COMPANY (AG. DIVISION) UNDERGROUND SERVICE ALERT ri-·y or rJEWPORT 9EACH : L,.:JLITIC.S) _f:>REPARED BY: (714) 721-6226 (714) 544-8890 1-800-422-4133 l 714 I 644-3011 • PI,.4NNING ASSESSMENT DISTRICT NO. 88-1 Tf~E COUNTY OF ORANGE APPROVED FOR CONTRACT ADMINISTRATION: ~ THE • CIVIL ZNGINEEJilNG COUf\JTY OF ORt:i,i\JGE KEITH • ARCHITECTURE • LANPSCAPE A.RCHITECTCIRE r<C'MPANIEc< •LAA'DSURVEYING 1' \..._, J 1-._) • CONSTRUCT(ON JfANACEM.','NT I '~ 20() Baker street, Coda .Mesa, CA 92626(714)540-0BOO ~~ d✓ ,0 t7'7'-€ .r-2<-a9 1 O CIVIC CENTER PLAZA · I SANTA ANA, CA. 92701 I ,J,tM'ES ~ .. DANE R.C.E. 26936 DP.TE - --·-··----"------·-. --- " I -------------c.......---------- - - iNDEX OF SHEETS SHEET DESCRIPTION 201 TITLE SHEET 202 TYPICAL SECTIONS, CONSTRUCTION NOTES GRADING PLANS 203 204 205 206 207 208 ' SAN JOAQUIN HILLS ROAD STA. 127+66.80 TO 141+00.00 141 +DO.OD TO 155+00.00 155+00.00 TO i 70+00.00 » » 170+00.00 TO 185+00.00 185+00.00 TO 199+00.00 199+00.DD TO 205+ 76.40 208A GSA MASTER GRADING PL.l!N 262, 262A fs. 263 " GEOT~HNICAL 8 G. RAD e STORM DRAIN PLANS -SAN JOAQUIN HILLS ROAD. 'NG D-TAtL.s 209. 210 211 212 213 214 215 216 217 219 220 221 LINE A SAtJ JOAQUIN HILLS ROAD STA. 7+00,00 TO 13+55.79 LINE B i0+00.00 TO 17+93,63 LINE 8 LINE C LINE C LINED LINE E LINE E LINE E LINE F LINE F LINE F » 17 +93.63 TO 26+45.00 10;+00.00 TO 16+00.00 •~t6+DO.OO TO 20+96.90 ,. 10+00.00 TO 1'21-7~.14 10+00.00 TO 201-70.00 20+ 70.00 TO 31+00.00 31 .. 00.00 TO 361-11.75 1 D+00.00 TO 1 8+00.00 18+00.00 TO 26+00.00 26+00.00 TO 32+99.60 STREET IMPROVEMENT PLANS 222 223 224 225 226 227 228 229 STRIPING PLANS 230 231 232 233 SAN JOAQUIN HILLS ROAD STA. 127+54.67 TO 136+00.00 136+00.00 TO 147+00.00 147+00.00 TO 155+49.07 .. » 155+49.07 TO 1 65+00.00 165+00.00 TO 175+00.00 175+00.00 TO 186+□0.00 186+00.00 TO 1 ~17+00.00 197+00.00 TO 205+ 77.49 SAN JOAQUIN HILLS ROAD STA. 127+54.67 TO 147+00.00 • » 147+00.00 TO l 65+00.00 1 65+00.00 TO 186+00.00 186+00.00 TO 205+ 77.'49 IRRIGATION PLANS 234 235 236 237 238 239 GRASSING PLANS 240 241 242 243 244 245 SAN JOAQUIN HILLS ROAD STA. 127+66.80 TO 141+00.00 141 +OD.OD TO 155+00.00 155+00.00 TO 1 :X,+00.00 » » » 170+00.00 T'J 185+00.00 185+00.00" TO 199+00.00 199-t,00.00 TO 205+ 76.45 SAN JOAQUIN HILLS ROAD STA. 127+6E-.80 TO 141, ·_ 141 +oc.oo Io t 55+□o.oo 155+00.00 TO 170+00.00 170+00.00 TO 185+0D.0\ 185+00.C'O TO 199+00.00 199 +00.00 TO 205+ 76.45 -STREET IMPROVEMENT CROSS-SECTIONS 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 26'1 SAN JOAQUIN HILLS ROAD STA. 128+00.00 TO 146+00.00 » » » .. .. » " ,, ' -262 DETAILS -T" GEOTECl-:NtCAL 262A LA:m&UDE GR-6.D\/JC 263 □SAILS -GRADING 264 DETAILS -STORM DRAIN 265 DETAl:..S -IRRIGATION ,ic-&e,,------Sl'::E.C!FJCATIONS -· IRRIGATION 147+00.00 TO 157+00.0G 158+00.00 TO 160+00 'JO 161 +OD.OD TO 1 64+00.00 165+00.00 TO 167+00.00 168+00.00 TO 169+00.00 170+00.00 TO 171 +OD.OD 172+00.00 TO 173+00.QO 174+00.00 TO 176+0(1.00 177 +OD.OD TO 180+0D.OO 181 +00.00 TO 183+00.00 184+00.00 TO 186·!-00.00 187+00.00 TO 190+00.00 191 +00.00 TO 196+00.00 197+0(1,00 TO 200+GiJ.OO 201 +DO.OU TO 204+00.00 ~~ _L£r::Efia. .,.})(ponce \JOID 267 DETAILS -SIORM DRAIN 268 EROSION CONT~OL PLANS STA. 127+66.80 TO 141+00.00 269 141 +00.00 TO 155+00.00 270 155+00.00 TO 170+00.00 271 170+00.UO TO 185+00.00 272 185+00.00 TO 199+00.00 273 " 199+00.0C, TO 205+ 76.40 274 275 276 277 278 279 TRAFFIC SlGNAL PLANS TRAFFIC SIGNAL Pl.ANS TRAFFIC SIGNAL Pl.ANS TRAFFIC SIGJ:J~L _p_LJ\NS TEMPORARY STOCKPILE SITE CONSTRUCTION ACCESS EXHIBIT BENCH MARK: BASIS. OF BEARING: T.B.M.: CENTERLINE INTERSECTION WELL MONUMENT FOR SPYGLASS HILL ROAD AT SAN JOAQUIN HILLS ROAD STA. 127+54.75 CALIFORNIA COORDINATE SYSTEM ZONE 3ll LINE BETWEEN O.C.S. MUSTARD 2 AND O.C.S. PELICAN HILL BEING N30'16'05"W PER R/S 86-1083 TOP OF BRASS CAP ELEV. 415.915 M.S.L. • -,,, -C "· 0 N.~r:MJ ,, ~~S-'11 ,i,~b /it,£ t9U4S$ !'6'/~'T!. eo,,. eoe; ~~u."'t, -l-1] -'ii ,'Jbl) :;JO{,v, ,,,,,,µ~ Sf '9-r• o A/ .2.=-2.0? 1..,;/,-9/ d~h C~{.-';l.!'/)/C 7,;.;t_<>/"IT~VA/'5 sm;__ 2~~-z.e"? /1 ' 71/'90 R.t:?,,,11GL .l.,n,: ..-nv' s-t-et... 9~--&e'-2/·f-tt::JO,::. .. .,t_;;.,-t' ... t=-• -~ /,:')-,.0<? /4 •f"("''"'~ ' 'Z,tJ"i''I.. ~ t·?' A 73·'10 P EV/5G 57/J~M P~AlAI t. t_N Es " , ,;,, r "' l:Z.O/ 2" . ~,C.d21E , /?E.VIS€ 5£1,/g;,:. ,(,.RO,,S/NC, $. ·e~v, ~E 2/0-2/7 ,, l f\/A7£R. /..AT£1;:_p,.j___S 26~ 7B NO. IO\ BY DESCRIPTION SHT. APP'[IDATE REVISIOJ\JS --- lr~Vl-1_. o ___ N_o_. __ A ___ _,,} _DWG. NO. _____ -) OF ,s1crt1 I I ----·---~---·-----·------·--·--·-·---------------------------------------------·-----------------------------'----------·----·----------------·-----. -. --- l I \ / =================================================================================================================================================, 1L 2 R/W 120' R/W 22' EXISTING PASEO 60' <r_ 60' EASEMENT BET\NEEN l------------------1--------------------1 SPYGLASS HILL RD. & EL CAPITAN 9' 51' 3' 4' 35' 2' 49' 33' • (0 42') 5' 247 2¾ --;.70/S /.7tJ-,% - . . . , . . ·-., .. 231 230 236 230 231 $£G\fl J(Q)£@l!Jl~L\'l []=[]~[LIL,$ ~(Q)£1Q) N.T.S. VARIES 2' 240 2' 2 1r 1.5 71 EXISTING SLOPE •• STA. 128+06.39 TO 129+51.39 <•l STA. 129+51.39 TO 131+0l.39 STA. 172+03.00 TO 173+92.52 l•l STA. 173+92.52 TO 17 4+97 .52 STA. 194+95.93 TO 196+45.86 l•l STA. 196+45.86 TO 197+47.86 <•I MEDIAN VARIES R/W 120' R/W 22' 'i_ EXISTING PASEO 60' ~ __§_()_' EASEMENT BETWEEN 1--------------------li-------'---~"=~~--------I SPYGLASS HILL RD. ' • ~iiY.\ & EL CAPITAN 9' 35' 16' 7' f _..3&-4-2' )'If.fl~ (H 10'-!6') l ·, 2' 33' ;, _;,;,--40' J (*It 39'-33' 246 . ·-., .. VARIES 2' 2' 2 1r/ ~'=-"-c;:=~/ 2 Ji :-,, 10 1.5 "- STA, 140+50.00 TO s'TA.156+00.QO 230 236 240 231 EXIST. SLOPE BETWEEN: 2 R/W 9' 2' 2' 10' 5' 2 ,, 245 R/W 9• 2' 245 R/W 9' 2' 245 $ £ G\fl J (Q) £ @l!Jl ~ G\fl []=[]~IL, IL, $ ~ (Q) £ IQ) STA. 134+3l.39 TO STA.174+97.97 TO STA. 197+47.86 TO N.T.S. 163+16.61 191 +48.60 199+85.29 ** STA. 131+0l.39 TO 134+3l.39 120' 60' 'i. 35' 4' 12' 33' I. 231 230 . , .· 230 231 $ £ G\fl J (Q) bi @ l!Jl ~ G\fl []=[] ~ IL, IL,$ ~ (Q) £ IQ) N.T.S. 18' 2' 240 STA.130+25.00 TO STA. 136+75.00 STA. 140+00.00 TO STA.152+50.00 R/W B'-<b" I 2' 2 71 C•l STA. 168+16.61 TO 169+21.91 STA. 169+21.91 TO 171+13.00 (•l STA. 191+48.60 TO 192+50.18 STA. 192+50.18 TO 193+99.18 <•) MEDIAN VARIES . 120' VAR VAR- y,4,e_ ... VA£- . .. ; . ·. : . ·-. •. •·-, . • , .·. .· . . ·.· -· 231 2'1 $ £ [;\i] J (Q) £ @l!Jl ~ G\fl []=[]~IL, IL, $ ~ (Q) & IQ) /7 ,% N.T.S. STA. 194+00.68 TO 194+94.43 STA. 171+ 15,00 TO 172+01.00 'i. 16' 7' VARIES VAR!E5 230 236 2'0 $ £ G\fl J © £ @l!Jl ~ L\'l []=[]□IL IL$ ~ © £ [Q) N.T.S. •• STA. 199+85.29 TO 202+61.03 •• R/W VARIES •• CURB VARIES R/W 18' R/W VARIES 18' -9· 2· I I ''" 2' 2' 2 71 I I 2 ,, R/W 2' 245 231 VARIES. 'i. 75' I 64' - -· /,7(??, EJ /.7d%- 230 230 231 $ £ L\'l J (Q) £ @l!Jl ~ G\fl []=[]~IL, IL,$ [gl (Q) £ [Q) N.T.S. 2' 2% - R/W 2' 2 71 EXCAVATION _Z/MIT.i7Fle5Mt1YA/..-. \ -{TIJ LJcl>ETE,f',1.//IVEZI /,A/_:_. .• 7'/IE F.IEL.Z') 8Y7llr • --~ • E;VGIAIEEbN6--::-GCOL"OGZSZ::--_ _ \. LEGEND UNSUITABLE EXCAVATION & RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER V C50LJJJR41AI _ ..... ... FILL ~ __,_~ , C•l STA. 203+61.03 TO 204+91.00 C•l MEDIAN VARIES [IIII] UNCLASSIFIED EXCAVATION § UNCLASSIFIED FILL L 6" SELECT GRANULAR BEDDING COMPACTED TO 90% MAX. DENSITY R/W 2' 5' 9· 3' ~ ·< I I ,,. ~-' ~~ '/ > ., 'J; ·.c1181, I R/W 22' EXISTING PASEO EASEMENT BETWEEN SPYGLASS HILL RO. & EL CAPITAN 9' I 2' I - t 2% -. . . . . .. ' 120' R/W 60' 'i. 60' 16' 7' 3' 9' I I '"' I f ~~v , .... -;.7(1/4 ---...! /.7&%-,J' 4<> -----s ----I -11~: ... :w~- -"ll~IAlfc:JIIC-I .1J;:;:..11 1~1- ~ £ G\fl J (Q) £ @l!Jl ~ G\fl []=[]~IL, IL, $ ~ (Q) £ IQ) :··· . .. N.T.S. TYPICAL UNDERCUT SECTION STA. 128+06.37 TO 205+ 18.00 1 20' 60' 'i. 35' 16' 7' 35' 33' I 33' 60' -J.76% ~ -· .•. /,7t.lJ%- .. . ·" .. ., .. . ... . . . ... ·.• . . -. ... ·• 18' 2' 9' 2% -. .. .. . , . .. ' .... .. .. R/W 2' I I 2 1r LIMITS OF REMOVAL FOR: D>5' D<5' I 0-wATER w U 30" .1 STORM DRAIN nw GAs.../T ~ I-13.5' 3' $ ~ G\fl J (Q) £ @(Lil ~ G\fl []=[]~IL, IL, $ ~ (Q) & IQ) N.T.S. TYPICAL UTILITIES WATER IMPROVEMENTS (CONT.) 16" MU 45' BEND W /RETAINER GLANDS S CONCRETE THRUST BLOCK INSTALL CATHODIC TEST STATION PER DETAI'... ON SHT, 281 INSULATING JOINT AND AT GRADE BOND STAT.ON PER DETAIL ON SHT, 281 16" Cl 52 D.I.P. IN 8 MIL P.E. ENCASEMENT. TYTON JOINT OR EQUAL 12" FE X RT ADAPTER 16" X 12" MJ X FE REDUCER 16" X 18" MJ X FE TEE 8" FE X MJ BUTTERFLY VAL VE B" Cl. S2 D.1.P. IN B ML P.E. B" MJ 90° BEND B" D,l,P, FLEX COUPLING W /HARNESS RESTRAINT ASSEMBLY 8" FE METER STRAINER 8 MAGNETIC TURBINE METER W /2-WAY REGISTER WATER SPECIAL TIES OR APPROVED EQUAL B" COMBINATION PRESSURE REDUCING PRESSURE SUSTAIMNG VALVE. CLAVAL WITH EPOXY LINING 8 COATING B STAINLESS STEEL TRIM. 2 1/2" PIPE SUPPORT ASSEMBLY PER C.N.B, STANDARD B" PLAIN END Cl. 52 D.I.P. 10' X 12' LONG REINFORCED CONCRETE VAULT. 3 PIECE DIAMOND PLATE ALUMINUM OR STAINLESS STEEL. HINGED, SPRING ASSISTED LID FO~ PARKWAY LOADING. 12" ,P R~CESSED FLOOR DRAIN 8 CAST IRON GRATE. ALUMINUM OR H.D. GALVANIZED, WALL MOUNTED LADDER. 2 EACH 8" <!J PVC AIR VENT STACKS, ONE HIGH, ONE LOW. ROUND PIPE OPENINGS TO BE SEALED WITH ELASTOMERIC MECHANICAL COUPLING. "LINK-SEAL 8" OR APPROVED EQUAL. 16" X 36" LONG FE X FE Cl. 52 D.I.P. SPOOL 16" MJ X FE BUTTERFLY VAL VE_-(t:JORMALL Y CLOSED) LJ CLASS 2 MATERIAL ~i{ t£ ~ £ 1~©~ IP' Bl WILJ~~ £ 1 <G&~W ©~"1 ~~~[Q)~£~~ N.T.S. SEE. DETAIL 68, SHT. 267 EXIST. GROUND FILL LEGEND ~ UNSUITABLE EXCAVATION & RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER t. ROA WAY CUT EXIST. GROUND ------------,'._J 1 --- ~LIMITS OF ALLUVIUM REMOVAL [IIII] UNCLASSIFIED EXCAVATION ~ UNCLASSIFIED FILL/IMPORT BORROW ~£~u~t11J(Q)~~~ !Fl & VIL~~~ ( uV~") N.T.S. STREET IMPROVEMENTS (CONT.) 8 CONSTRUCT J'-6" CONC. MOW STRIP PER DETAIL ON SHEET 227 0 CONSTRUCT 4''. THICK MEDIAN PAVING PER O.C.E.M,A. STD. 103-0-0C. 8 CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD. PLAN NO. 1405 0 CONSTRUCT 241 WIDE COMMERCIAL DRIVEWAY PER O.C.E.M.A. STD. 1210 W CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH 'e:J STD. 304-L, AND DETAIL HEREON. @ CONSTRUCT 6" SCH. 40 P.V.C. UTILITY SLEEVES WITH PULL ROPE AND END ~~ ---CAf_eER_O,C.E.M.A~SID .. f:.LA~ 1760 !PRESSURE LINE). (";-__) 20 ·-R-EMOVE20L~F.-0F-TYPE-A2-8-CURB. ~~~ \ :_:_ I , • A ) ) 07 REMOVE 20 L.F. OF EXISTING SIDEWALK AND RECONSTRUCT WIT 6" THICK '-'--7--'-'-~J,,f I P.C.C. PER O.C.E.M.A. STD. 1205. "'\ 222 CONSTRUCT 16 L.F. OF"MODIFIED 50% DEPRESED CURB" PER DETAIL "A" ON SHT. 222 l ( ~: tND CONSTRUCT 2 L.F. OF TRANSJTION TO JOIN EACH END OF EXISTING TYPE A2-8 1 ~-~~R~;:~~S TO EDGE OF 20 FT. ACCESS AREAJ\ • ST OR IVl DRAI N" ( CONT~~ ::::::::.--==:::'.~_:; d @ CONSTRUCT JUNCTION STRUCTURE TYPE IV PER O,C,E.M.A, STD. 1313 8 CONSTRUCT INLET TYPE V PER O.C.E.M.A STD. 1305 AS MODIFIED PER DETAIL SHEET 2 63 ,@ CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER O.C.E.M.A. STD.1331 @ INSTALL PROTECTIVE FENCE PER O.C.E.M.A. STD. 600-0-DC @ INSTALL PROTECTION BARRIER PER L,A.C,F.C.D, STD. 2-D261, 2 ,> GRADING (CONT.) CONSTRUCT MEDIAN DRAIN RISER PER DETAIL 290, SHEET 263. ~ CONSTRUCT MEDIAN DRAIN SYSTEM PER ~ DETAIL 291 SHEET 263. ---Q ------·· --.... 6 CONSTRUCT MASONRY RETAINING WALL, TYPE NA" PER A.P,W,A. STD. 618, ·--·------- DR, 16 15790 Sheet 202 Of 289 (C (Q) G\fl $ LI lxl l!Jl (C LI ~ © G\fl ~ © LI ~ S GRADING § CONSTRUCT 12' TERRACE ORAIN PER DETAIL 1, SHT. 263 @ CONSTRUCT 6' TERRACE DRAIN PER O.C.E.M.A. STD. 1321 @ CONSTRUCT DOWN DRAIN PER O.C.E.M.A. STD. 1321 § CONSTRUCT INTERCEPTOR DRAIN PER O.C.E.M.A. STD. 1332 1§3) CONSTRUCT RIP-RAP PER DETAIL 5, SHT. 263 8 PER O.C.E.M.A. STD. IB09. 8 CONSTRUCT BROW DITCI--I PER DETAIL "A" Cl\, S\.slT. €9 CONSTRUCT CANYON DRAIN PER DETAIL 7, SHT. 26Z 8 CBNSTRUCT BOWIJ BRAIIJ TO 8UIJITE S'oll'<LE PER BETAIL 8, 31 IT. 203 @ REPAIR EXISTING TERRACE DRAIN PER PLAN 8 REPAIR EXISTING OOWN DRAIN PER PLAN 8 CONSTRUCT SPLASH WALL PER O.C.E.M.A. STD. 1321, "c' PER PLAN 0 REMOVE EXISTING CONCRETE BROW DITCH 0 REMOVE EXISTING C.M.P. RISER AND PIPE. 0 REMOVE EXISTING CONCRETE SWALE 0 REPAIR ·EROSIONAL GULLY 0 CONSTRUCT C.M.P. RISER/SWALE INLET PER DETAIL 16, SHT. 263 § CONSTRUCT SWALE TO CURB AND GUTTER TRANSITION PER DETAIL 17, SHT.263 @ LOCATE EXISTING SUBDRAIN AND CLEAN OBSTRUCTIONS. MARK WITH GUIDE MARKER TYPE F1 PER O.C.E.M.A. STD. 1402 § CLEAN TERRACE DRAINS. 8 CONSTRUCT FENCE PER SPECIFICATIONS @ JUTE MATTING SLOPE PROTECTION @ REMOVE EXISTING FENCE @ CBldSTRUCT BOWiJ BRAliJ TO PIPE TRMJSITIGrJ PER O.C.E.M.A. STD. 1331 STREET IMPROVEMENTS @ CONSTRUCT .5 A.C. OVER 1.82 A.B. @ CONSTBUCT "A2-8" TYPE CURB ANO GUTTER PER A.P.W.A. STD. 104-0, W PER PLAN 8-~0NSTRUCT MASONRY BLOCK WALL PER O.C.M.A. STD. PLAN No. 1414 AND DETAIL B SHT. 224 @ boNSTR·ucT PARKWAY CULVERT TYPE "s" PER o.c.E.M.A. sTo. 1309, "s'' PER PLAN @ CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD. 109-0 @ CONSTRUCT MEDIAN TAPER PER A.P.W.A. STO. 108-0 @ CONSTRUCT TYPE "A1-8" CURB PER A.P.W.A. STD. 104-0 @ SAWCUT AND REMOVE EXISTING A.C., JOIN AND FEATHER TO SATISFACTION OF ENGINEER @ REMOVE EXISTING CURB AND GUTTER @ REMOVE EXISTING BARRIER AND SIGNING 8 CONSTRUCT 8'-6" CONCRETE SIDEWALK PER O.C.E.M.A. STD. 1205 0 CONSTRUCT TYPE "A' ACCESS RAMP PER A.P.W.A. STO. 102-0 0 CONSTRUCT DEAD END SIGNING PER O.C.E.M.A. STD. 1401 8 LANDSCAPED MEDIAN TYPICAL SECTION AS PER O.C.E.M.A. STD. 1114 0 CONSTRUCT 10'-o'' CONCRETE SIDEWALK PER O.C.E.M.A. STD. 1205 STORM DRAIN § INSTALL 18" R.C.P. (D-LOAD PER PROFILE) @ INSTALL 24" R.C.P. (D-LOAD PER PROFILE) @ INSTALL 30" R.C.P. (D-LOAD PER PROFILE) @ INSTALL 36" R.C.P. (D-LOAD PER PROFILE) @ INSTALL 39" R.C.P. (D-LOAD PER PROFILE) § INSTALL 48" R.C.P. (D-LOAD PER PROFILE) § INSTALL (EXTRA COVER) 24" R.C.P. (D-LOAD PER PROFILE) @ INSTALL (EXTRA COVER) 3D" R.C.P. (D-LOAD PER PROFILE) § INSTALL (EXTRA COVER) 36" R.C.P. (D-LOAD PER PROFILE) @ INSTALL (EXTRA COVER) 39" R.C.P. (D-LOAD PER PROFILE) § CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 €})' CONSTRUCT TEMPORARY DRAINAGE INLET PER O.C.E.M.A. STD. 1330 § 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 DEEP JUNCTION STRUCTURE TYPE II PER O.C.E.M.A. STD. 1311 WITH 48" CONCRETE SHAFT PER O.C.E.M.A. STD. 150', WITH SAFETY LANDING PER DETAIL 54, SHT. 264 § CONSTRUCT JUNCTION STRUCTURE TYPE VI PER O.C.E.M.A. STO. 1315 § CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 @ CONSTRUCT CONCRETE SLOPE ANCHOR PER O.C.E.M.A. STD. 1333 § (§ <§ @) @ @ 0 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 CONSTRUCT WING WALL STRUCTURE PER DETAIL 64, SHT. 264 PLACE RIP-RAP PER O.C.E.M.A. STD. 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL 66, SHT. 264 REMOVE BRICK AND MORTAR SE"L INSTALL 48" SPIRAL RIB PIPE PER DETAIL 68, SHT. 267 CONSTRUCT PARKWAY CULVERT-TYPE "K' PER O.C.E.M.A. STD. 13□e WATER IMPROVEMENTS INSTALL 6'' CLASS 150 A.C.P. PER l:R.W.D. STD. SPECS. SEC. 15072 INSTALL 8" CLASS 150 A.C.P. PER I.R.W.D. STD. SPECS. SEC. 15072 INSTALL 12" CLASS 150 A.C.P. PER I.R.W.D. STD. SPECS. SEC. 15072 INSTALL BUTTERFLY VALVE PER I.R.W.D. STD. SPECS. SEC. 15100 INSTALL FIRE HYDRANT ASSEMBLY PER I.R.W.D. STD. DWG. W-6 INSTALL BLOWOFF ASSEMBLY PER I.R.W.D. STD. DWG. W-9 INSTALL 1" AIR & VACUUM RELIEF VALVE ASSEMBLY PER I.R.W.D. STD. DWG. W-10 .1 0 1 3 inches on original drawing ------------------------ 2 TYPICAL STREET SECTIONS ~. & ~ et,/5f<J/ AOOEP CONST. N0/£'5 LID , 'I RJR sc.e. Acce5s pr=;, CONST'RUCTION NOTES ."AS· BUIIJ MARX DATE DESCRIPTION PREPARED UNDE~,,,? /I H---~-~-------0 $UP~S!ON OF , Ge~ REVISIONS / 1AMES A DANE R.C.E. 26936 DATE DESIGNED DRAWN DMW, CHECKED SCALE AS SHOWN DATE DWG. NO. SHEET 202 OF 2f,'.). I I I STATIONl28+00 CU. EXC. YDS FILL 4-04 43.0 29+00 rOR GENERAL GRADING No~ • =~ 5EE 5HT. z: t;, e. GRADING BY OTHERS 130 00 (,,!i7 28 .554 ,s 131+00 . 78'} . 178 l 132+00 . 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GRADING IMPROVEMENTS FOR: -SAN JOAQUIN- HILLS ROAD STA. 14!t-00.00~155•00.00 St, A D C N PREPARED UNDER 1-""Me,R"'-'D,cAe_TecE'=="="'ES""'R"'IP_!!Tl"0"----1 SUPERVISION OF R,C.E. 269 6 REVISIONS JAMES A. DESIGNED SCALE DATE DWG. NO. CHECKE[l_J D. DRAW AS SHOWN \ SHEET 204 OF 289 ' STATION 155 OO 156+00 157 00 158+00 160+00 161+00 162+00 CU. EXC. 7/J, 915 7.7, 830 YDS. FILL 0 0 C\J 3 O ,"J7CJ 0 163+00 18, l4CP 0 164+00 165+00 166+00 167+00 tt,'CPOO 168 00 2,£1,JQ ~;Z46> : ' 169+00 0 / STA TIO cu 1 i/--::._-=t.=~== " :::--... -.. -c-----------"-// ,., ./ / ,,---, --/'--/ /✓/ ,, ---~-r"---... ---.. __ -~ '.:)~-x ,, " '~ , ,, " ' , ,, , , --,----__ ,.-,-------,-----~, i; ~-/ -.::,:.-b ,/ , ,1, ,· ·.-:-;. ,,,,1,\''' " , • , •• , , , - - " -,,>--' --- - - " ", . " "' , I ',-, -, .-, ---', -, , ',, , , , , ' 'I. 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L / ) 00 ,/ / I / 0 ,,52,438 .186+00 0 "5(.,120 187+00 188+00 189+00 19 +00 191+00 192+00 193+00 C1 0 7,498. 35,480 13,BOS •• ,,c_·,·\ ,. -.--• --------- • 19 +00 14,0Z.8 ,eo,595 .. . 195+00 ' . 196+00 0 LIM/r OF PERMIT 197-+00 0 0 /.so, DR. 16 15790 Sheet 207 Of 289 CONSTRUCTION NOTES @ CONSTRUCT 12 • TERRACE D , Q · · RAIN PER 'eJ CONSTRUCT 6' TERRAC . , DETAIL I, SHT. 263 C E DRAIN PER O,C.E,M.A CNSTRUCT DO"•' DR • STD. NO• 1321 • ,,.,. AIN PERO CE MA _ CONSTRUCT lr-JTEl'!CEPT'ER. • ' ' ' ' STD. NO, 1321, PRAIN PER O.C./'i'.M.A.5TP. 133;! CONSTRUCT CANYON ORAN PER DETAIL 7 SHT 262 REMOVE EXIST, BROW DITCH • • CONSTRUCT S • 7€'.CINE.IVl/!L!SH WAL!,-PER O.c.EJ • • CONSTRUCT PARK:e,/2 'EA•/1/AY sl.A._"TD. NO, 1321 ANO PLAN. AY CULVERT TYPE "A" p • • -• • g~~!1iR~CT MEDIAN DRAIN RISER PER ER 0,C.E.M.A. STD. 1309 - -290.SHEET 263, -------;--_ ,::.l 198+00 199+00 0 O'+D, 0, 1/2 0 STATION CU. EXC. YDS ,,0.------------- \ \ \ \ 2 I ' I ' ' ' ' I I I ' I 3 -. inches on origino! drawing '\ ~-~-1:.::, ~ ~ ~-rJ). 200:illi lll . \ t: - - . . I AS-BUILT MAR OATi:-~ DESCRIPTION. DE.:>IGNED DRAWr,L _ REVISIONS -~ CHECKf'D JD PREPA ED BY' THE KETIH COMPANIES ·~• -__ ,..,,_ --Nrbltt<n,,. •L<m,/Sur,-.,., ,•a,,.,,,-·"-- -200-Streer, COliffl Mesa, G-\92626 (714) 54{}- -ENVlRONMEir:t~~~OUNTY • AGEMENT AGENCY GRADING IMPROVEMENTS FOR SAN JOAQUIN HILLS ROAD STA. 185+00.00-199t00.00 PREPARED UNDER SUP-ERVISION OF J SCALE OATE AS SHOWN MAY 88 SHEET 207 OF 289 Df. 1tp f.S leJD iii 0 ,!, .r" \ .,, 200+00 YDS.FILL 0 FOfl 6EN£RAL .. :.:c: I 201+00 ~I I 5E£ 5/,/r. Zia z. 6/i'AO/NG NOT.G'S ' ' 20 +00 38,587 CJ 203+00 20 +00 0 i, {. I I - ST ON ----EXC cu .. ILL YDS - F:?/W ::rR'A_r-.JSITIO /t,J_LeT t-...J.T.S. I -- I -~1--I . • ) / ~ ------'?--- 5EC7i N.T.S. S'EC770AI e-e N. r.s. CONSTRUCTION NOTES ! A STD, NO~l3:2~1 -::-',.....__==1,,,_ ________ _ • N DRAIN PER O.C.E.M. . Q .. CONSTRUCT DOW - 'e:J _ -DITCH. ·····-CRETE BROW Ci/>, -REMOVE EXISTING CON ~.ORA/A/. 'Cl •p PIPE sra.e. 9 f,M. REMOVE EXIST. c.r.. • ER O C E MA. STD. 130 'O , PE"A"P ... , 'coNSTRUCT PARKWAY CULVERT TY . (§ 2 I 3 i~ches on original drawing PREPARED BY: TI-IE -~-g •-KIUrT ·- ~~ANIES :st1 I , 2626 m41 ~~ • Ca.ta Mesa li\ ! ----ORANGE~~~~i~NT AGENCY ,-ENVIRONMENTAL MA . . j_ I RADING-IMPROVEMEl'ITS FOR: . ••• SAN JOAQUIN HILLS ROAD I I • STA.199t-00,00-205+76.45 . DESCRIPTION M~RK DATE $ • REVISION DESIGNED PREPARfs?0~Ng~q£~ T • ffi SHEE · o 208 l ~ " SUPERV S A NE - JAME DWG. NO. SCALE DATE DRAWl'I CHECKED .J [J ,_ A SHOWN M1):_~ lt:>'ltJO r,·-11; ---p I (./? ~ C>- 8' ~ ~ ::s ~ --(/1 i . . . • ' . .U5c9000 l ----~~--~-·•--- l I r I ' • N521000 .. . _, ' I ~) ..... ,, .. ..,,..,:_';.· ~:::i---- • t .,._ -' lj~Ji ' ._ -" -+ -5110 I -... ._ ) -._ ...... ,.,. ---------,---- I I > I z • 1 ' -------- • • - J GRAVEL BAGS: 2 BAGS WIDE 4BAGS HIGH ' i :' i , i ,· ;-'1 ' '~ , ~ ~8-::::. -:. .. ~ ---'' 0 ----·rt o 620"' ' s.., "'-,.I 0 " ' \ +-· .. \ ' \ i LAY I 0 ,., . "' MATER.IAL/' /""'·· STOCKPJt:E .• ,. , I '/ •• I I . 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STD.I3II CONSTRUCT DEEP JUNCTION STRUCTURE TYPEll PER OC.E.M.A. STD.I311 WITH 48" CONCRETE SHAFT PER OCE.M.A.STD. 1504 WITH SAFETY LANDING PER DETAIL 54 SHT. 2 @ CONSTRUCT JUNCTION STRUCTURE TYPE ,zr PER OC.E.M.A. STD. 1315 26 CONSTRUCT INLET TYPE TI PER QCE.M.A. STD. 1302 CONSTRUCT CONCRETE SLOPE ANCHOR PER O.C.E.M.A STD. 1333 CONSTRUCT REINFORCED CONCRETE COLLAR PER QCEM.A. STD. 1317 CONSTRUCT WING WALL STRUCTURE PER DETAIL 64 SHT. 264 PLACE RIP.RAP PER OECEM.A. STD. 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL66 SHT 264 REMOVE BRICK AND MORTAR SEAL INSTALL 48'' SPIRAL RIB PIPE PER DETAIL 68 SHT 267 CONSTRUCT PARKWAY CULVERT-TYPE"d' PER OGEMA STD. 1309 DR, 16 15790 Sheet 209 Of 289 --, I ' ... 7 ~ -1 --•I. ----t •• 1 -- ; -----~ ----• ; HYDRAULIC DATA ELEMENT LINE 010 I. "A" ? 3 4 5 " 7 8 9 In II I? "A-3" 13 "11-?" 14 "A-1" 1 64 '?ioFESSto,t. 3 cf!:," r,,.\. B. ROG ~<' ~ I I,· ., D 1/2 • - - ·-1 ·- : . 1 -1-. --~ n 0 i t---~~--, . - -r 1 ' l ' l-I ----.. -, I '. --_----- 1 -i I --:. -,-. - - -1 - I . ,- 1------' ---------1 : __ ---- So Sf 1 f= [ ~-1 :j --' ___:_•- dn Vn 2 ' -+----- ! ;=' = ! f - -- ! .. -·· -. . -,-------- .. .:---- I I _j de j Ve inches on original dra1•1ing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD STORM DRAIN LINE II A" STA. 9+00,00 -21+00,00 160[0,23JPF, ·3091 36 23-0,t-90 01,22 PM/ 3091-9999 .,, I ' I I a b C e f DISSIPATER DIMENSIONS 6.o· H 4.5" L 6.0' VI 1.0' t 2.Q' t' 9.o· 16.0' 12.0' 0.60' 1.20' 10+00 2 4 5 G 7 =I "B" • "B'' ·s· "'B'" ii ~~ ~~~§~~~~~ u-----.--.---,---· --. ~ -B~~ g ~ = =I :::::::: -~~~~~~ si ~ ~~ =!= $ ~~ ~ ~ ~~=~=~~ I ' • 11+00 2S3 48" zo9.0 48" Z/J9.0 /9/.0 /8:l.tJ 48" ~ 13+00 14+00 PROF I LE ·15+00 .OIJ .ors .024 / / CONST• 'P<;I-. ~ ~r-Or 4-8 ,, 5.P/~AL. .-'f'/8 -✓P<!=! 14 0AGe. • L /1/'. ~. ~-, 489.5ff.N ~ ~ 6R0W DITCH P£R GRAD/NG:1;,LAN 5LOP€0 /,/ TO \,:.,,~~~ ,,?J.::::::490.5 1£ DAYLIGHT V' ~ DOWN DRAIN PER GRADING PLAN ----=-". ~ /3ROW DfTCfl PER - GRADING PLAN INLET DETAIL I 2&7 0.005 .01997 4.o 97-1 5.BS' 10.3 .024 • 0.270 .055!!1 f,89 .$/.4 .Y-78 /"1-7 HORIZ•1"=40' VERT•1"=8' -zz-~ . ~ 4o• -- . 2&7 'l.Eil / ff:i1 /83. /] 48" .tJlf) a /0!1'1 .tJ/1.tiJ /,77 /!$., $'.J;p /4-9 267 / Pl.AN 1 •-40 I I 1; 2fi7 . \ \ ' LINE ~ ~~ - ~~ ~-~ :::::::: ~ ~ ~ ~ 211 ~ I 16+00 \ \ \ \ \ \ ''B" ~ IStOO q'. \ \ CURVE DATA =I CONSTRUCTION NOTE§ I INSTALL 48" R.C.P, ID-LOAD PER PROFILE) INSTALL !EXTRA COVER) 36" R.C.P, ID-LOAD PER PROFILE) -'° CONSTRUCT JUNCTION STROCTUJiE TYPE II PER EJ,1.A. STD. 1311 CONSTRUCT CO;'.!CRETE SLOPE ANCHOR PER 0,C.E.M.A. STD.1333 - CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E,t.1,A, STD. 1317 INSTALL PROTEC.TIVE FENC.E. PER o.c..E.M.A. STD .. "oo-O-oc. CONTRUCT INLET TYPE V PER E.M.A. STD, 1305 CONSTRUCT JUNCTION STRUCTURE TYPE I PER E.M,A, STD. 1310 . PLACE RIP RAP PER E.M.A, STD, 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL 66 SHEET NO. 2Ei4 ' G'JSTALL 48" SPIRAL RIB PIPE J"'c;f' OC-T,4/£.. <,S, &lie-er 2.E, 7. ,,£1 1\5-BUILT I 1/2 0 I 2 EEEE::'c::::===1:::=====l 3 Inches on original dra1·1lng & 6/~/.9' AS-BUILT PER c□NTRACT□R'S PLANS • ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY . SAN I I JOAQUIN STORM HILLS ROAD DRAIN •P• S.D LINE •e• STA,10+00-18+65,57 -21C0,23JPfs 309i 3402 05-Hey-BP 08•05 AM/ 3092-5202 ..D n' . I lP I 5 "i "?~:!> ' t 1- 1 ! a b C 0 f It FLOW DISSIPATER DIMENSIONS 6.0' H 4.S' L 6.0' VI 1.0' I 20' I' I/ 9,0' 16.0' I" O' 0.60' ~o· lc;' ;: % - "' lJ\ !'o (T\ i-::? 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PLAN DOWN DRAIN PER GRADING PLAN INLET DETAIL JOIN J.s.·t,PE. 11 \ \ \ ' 'N.T.S. u ----- ~====="""-~-=~ ". \ )';,, HYDRAULIC DATA Ve f ELEMENT ., LINE Q10 D n So Sf dn Vn de 2 "B" • 73.2 48" .013 . o.005 0026 2.48 a.a 2.58 B.5 ,; l------l----11-----l--!---!----l----!---;--t--t---;'\ 3 •e· 13.2 4B" .013 0.160 .0026. o.96 31.4 2.5a s.5 J'\ i--------~1------1---4---1---+--l--~l----+--+---I J 4 "B" 73.2 48" .Ol3' 0.07 4 .0021; 1.17 23.8 2.58 8.5 . ., 5 73.2 48 .. 6 ·e· 73.2 48". 7 "B .. 73.2 43·· 8 "B" 69.6 48 .. .013 0.270 .0026 0.84 37.8 2.58 .013 0.270 0026 0.84 37.8 2.58 ,013 0,0988 .0026 1,09 26.4 2.58 .013 0.0983 00235 1.06 26.0 2.52 8.5 8,5 8.5 8,3 ); ~ ~ l HDRIZ• 1 "=40' VERT, 1 "=8' 1 5 2 <::, II) O'✓R--'1/.{je:3_ ~ -~ "h "=7"-r#"~ -w ~~ " I.\ \J ; v_l(.6 \ I I I I I 16+00 IJ ~ };\I-~ -~ - 0-0-• .() \ -v L.INE ''B" DR, 16 15790 -Sheet 210A Of 289 V/ 'I ~ =~-,~ -=§:'.-=~~ =,;, - I I l8t00 _,_ SE c\11 l .. Gl2<-~ 1~1 er-I I -~-; "S'. -\,· X -..... ~ ·.::_ \9 ,. , -- -, -, I· --'------+--. - ,_ ' 7 I 1 I i -I ,_ -1 ~l!JTUBE--31:I • - -----;'7 GONSIR]=BAGK -\= _CUI , I ---1 I ===1--t., ' -~/ 1 i=---1-/· __ . - -' • • ---. ' ---+ ----I i .. L ' + I ____l_'._ i---------,. li\!E:;";B:...-2-'= @ C0,1,:S22;£4-8,•26~15ZJE/sJE.E_ J---lz~oc:-~ i I i =I ==1 ' ' 10+00 -11+00 12+00 §) INSTALL: 24" R,C,P. ID-LOAD PER PROFILE) @ INSTALL 48" R,C,P, ID-LOAD PE~ P~OFILE) @-tNSTAt:t:iEXTRA-COVERtSE>' R.C.P, CD-LOAOf'ER1'ROFll:Er (§) CONSTRUCT JUNCTION STRUCTURE TYPE II PER E.M.A. STD. 1311 CONSTRUCT CONCRETE SLOPE ANCHOR PER O.C.E.MA STD.1333 - CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M,Al STD. 1317 INSTALL PROTEC.T!Vc Fc>IC.E. PER o.c..E.M.A. STD r.oo-O· oc. . @ CONTRUCT INLET TYPE V PER E.M.A, STD, 1305 €9------:!0NS'FRl:JG'F-dl:INC::'fl8N-S'FRl:JeR/RE-'f¥PJa-i-PER-E;M;A;- 5Te, 1a10- PLACE RIP RAP PER E.M.A, STD, 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL 66, · SHEET NO. 264 INSTALL 48" SPIRAL RIB PIPE PER DETAIL 68, SHEET NO. 267, CONSTRUCT DOUBLE ROW BRICK~ MORTAR PLUE, 1/2 0 3 Inches on arlglr.al dral'llng 2 ~00 JW:EII STREET CC3TA r:::sA. CJ. ~,a tTHl ~•I)-= I ,, [ r .-..... ---------;...-..... ,._;;,;,_ ____________ _ ORANGE COUNTY ENVi RONMENT AL MANAGEMENT AGENCY! SAN JOAQUIN STOR~1 HILLS ROAD DRAIN STA-10+00.00-17•91 .36 SHEET 210A 2s9J ----=------··· ---·----1----' - -..... - +···· '-=~' -_~--,.- _ VAT. /Jt~ A ~= --·_ -_: t·--- r9 ----·---- :l!!£ ------• _-, - - I-·----- ~ -- -- --__ ,._ --- ------.·.--r- 18+00 19+00 20+00 • 21+'00 22+00 23+oo PROF I LE 24+oo 25+00 - I • - HORIZ•1"=40" VERT• 1 "=B• SBS.41 F.<-., 2h.,.4soo e .. ~ ·:·:~~---~.-~: W---41..;{1-•= .. n/D l?C , ---------====:: -----------------1.;,,,;;---r,,_:,---i---------==-----------_ _ ~ IQ lr More SEE SHEET 212 "------~ -w :J~~~2:,,,lh~~~/~---/V/f C/fOSS-5ECT!Ofl ---w---• ----N11•09•41•w/ t~-~~=:":::~;JJ;E~)il;/;L.:::::: -~--ar-_:.:.:::,.:;.;,~=::::;~-~ ~------w-----~§~ -~ ~ ---w -----:,_:___. _'6i~·: ___ ----._ -d' --..,'1-l/i " Z5+9a41 //-- _ --...,. _. _, --~,... ,.. ~8 • E.c --_ vv . , Z:j tn -,, B•Bs:84 • • "' -/ ,:--SI\ 11.1 JQAOll~ ~ , (31•07 ' 1.r./r. g_ 11 "' tr' r LtNe-'l::"' ---// --------;;, ~~ -HILLS ROAL~ .-:;;-' e 7 ~· --~ ';~, 1SE'£ 5Hr.No. e1z) II -1t ~ I --1,3.5' 22 . 23 i @/- 'l'!.<i;" --• 21 @/ "-L1NE£ •13• !,, .,, "'/ 24 ~-~-:-~~~~~~~~;;;: " &I 255 -G---+-'+ ---~ 25 L ~3 ,:,,, _ ' --0---G--. ZS-1-..39.-• --....:_..,._ ___ ,,-_ , -GAs7ii7£ t.5Yor,·u,Pc G ---;._ 0 188. -~7 P.R.c -.-, --~ ---G ---<>-'7C"u ____. -..:..=.· '4J.4z _§7: i:'---- _, -/ 19 --------<:,--G--~ ;:~ ~0 -----e----_:-______ , ___ -----------_, -----------___ , ______ ----::----_\ LJNE ~·e.14) • ___:S;:-~--~:~---------::-_----L /Ale' ''B" DR,. 16 1570 ------ (5!:E 51-1-r. --~ -~~~ -II uc::;, Sheet 211 Of 289 , - J1'" 'J=>· lP I I . ,,7';_ "4'z-,_ '. LIN& 51'~ 1\\ ""'•c~-&, ; .~_A'(CJ-1 .,0 _ e\O \!l--<?a r. HYDRAULIC DATA CURVE DATA -, ---- ==l== =-==l== == CONSTRUCTION NOTES '-0 INSTALL 48" R.CP. ID-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE II PER EJ,1A STD. 1311 , CONSTRUCT DEEP JUNCTION STRUCTURI;, TYPE II WITH SAFETY LANDING 8 WITH 48" COl'jCRETE SHAFT PER O.C.E.MA STD. 1504 ' • CO;;JSTRUCT \'Jlt!G \'JALL STRUCTURE PER DETAIL 64, SHEET 1'10. 2 64. \..,@ PLACE RIP RAP PER EJ.1A STD. 1809 § INSTALL PROTECTIVE FENCE PER O.C.E.1.1.A. STO, 600-0-0C @ INSTALL PROTECTION BARRIER PER L.A.CF.C.D. STO. 2-D26~2 1 /2 0 2 3_inches on_or_lglnal drawing ' ORANGE COUNTY • ENVIRONMENTAL MANAGEMENT AGENCY ' • SAN JOAQUIN HILLS ROAD I / f / JY ~ .CtJ1:, /\J O < ~<$" ,. • "'g&,&. :;,n • • ✓,,,,.,, .S·· 0 • f&4 • ..r r ( 0 DELTA RADIUS LENGTH TANGENT STA, I7+93,63:26•45.-00 -~ © qa0 38' 11'' 45.0D ,1.1q 15.50 /: / I :..---... ,:. . ELEME£N, LIN!:. Gl D n 5o 5-F dn B 118 11 46 .. 013 - 1 •-40• 48 .015 I J©~zw _ __:0::9:'..:0~o'.['.:G_::' 5'.:'.4~•-• __j~2:_::3~8~6_:-.5:::0~_j__::_8::79:'._-,'!_4~3-+_il:::9~0~.l~l? _ _jfM"'A:.::RK"--"-'Dil;:_TF:~~' ITT!~DE~SifiCR~lc:_P_:_:I D::::N'----j~~~~~~f~I g~□~~ /A A~I '/7_ 1/J~ -SHEET 1--® --REVISIOtlS 'JA"ESA.DANif/ _ RC.E.26936 1211 • OG'48'80' 2386,50 285.58 14/.917, "' .,~,--;:;-;:::-;:-;:-;--;-:--;;--1---;;::-;:;-;;----t-~;;--;;-;----i----:;-:----;--;:--4f,'"D'.=cES,,_,1~G~NE~D~-!Q-·'ee·Ses-=;======' '-I SCALE DATE DUG, tJO. 2801"9 1 © 88°55'11" 45,00 69.84 44,16 DRAWN ICHECKED ~-D. AS SHOWN •P• S,D LINE •s• STA,15+26,83-24+08,36 -21C0,23lPF• 3091 3407 08-M,,·88 03•49 PM/ 3091-5202 I ' ' 'I;::! - I r _--_ i -' 'I--(--+--C-----+------,-_-+-_-+I -i -_ =='r-f:.tNE----'tBf. _ i ' ,___; - ----ct -j _: ' I I ELEMENT 2 3 4 I 9 I I I i-::r=:r=_ LINE B B B OVERFLOw B B 010 CFS 63 63 63 0 63 =i ---:- ----+-- -:-.. --1_- - - - .. --L I l :---= --1-----1---• _, - I • -l-• I - .. '. -, __ ,__ -1 -, .. j· -- ---+-l----' -----+ =:-t-. I _j - --1 ---t-· • I -____,__:______: ' __ f + __ ::::-:---.r"-:_-------t :~~------ ---L ---- ' -- I I RR0f1OpEp=fj"-:s;L0VER STORM DRA.I '' •----1 -f -, 1 --1 /- cii-0 1-= -:_ Jc_~/ I - j -__ i - - I LIIVEi "BB - I ---;,.57.i -C:RCJ1(,IN£) _,o:z,.c,qc=s;?.----. ·!__J -+ L~----r=_, __ _ -:-r· ____ :-------:--.. 1-- ,---. --1-. ' - -----1 J -_--:-t:·::=:-t -_t 1 _-__ , -------j ---' D n So Sf INCH 48 .013 .0080 00192 48 .013 .0020 ()()fCI? 48 .013 .0183 00192 48. .013 .1603 - 48 .013 .0QAn no192 -1 .r·. ~--=--1- -' ---=1--~ + --,-.-: :.-. -' --1 ' dn I Vn de FT !FPS FT 1.98 10.2 2.39 3.21 5.8 2,39 1.57 13.8 2,39 --- 1.98 10.2 2.39 Ve FPS 8,0 8.0 8.0 - 8.0 ® JUNCTION STRUCTURE TYPE Ill 2 MODIFIED 5) . 6) -,,,__ (J) DELTA 62'28'30'' 03°49'1 I" 02'15'17" 18'27'43" -____:__::_____; -I --I -a --- I - - - --t· ' ,_ ----· 1 1 i I -I I I 1 . ---' L -"----i --I. --····· - • - - i-- - -f ---,_ 22-t-OO RADIUS LENGTH TANGENT 45.00' 49.07' 27.29' - I -- -. , __ _ .. ' -- -:.·=-=--t - - -- __ ;-.!·::· . _ I --- F ,i ! ~____._.._J • - ---~----t----t-~ i--ct f ----·t --- _j ' --1 -----+-----,, -i -' -~ :. _,_ -1--r-:........:....:1: -__ ' -r -1-- -----:-=-J ----! -_ ' -El - T -I-------+---t l +---1 -1----- +----I---------+- -_, ---i -1 __ , I .,. ' • ---+--1------1-• +-----'-- - . ': __ J-·-t· ' -----+ I -+ T..=..:.J I (~ _; -------, l ---! --.i _;···.t= ~-' .. : -! iz:'21 FUTURE CONCRETE REDUCER (DO NOT CONSTRUCT) . ·-!---I 48"/?.C.P. -i---- _ _j , I •--- --I - = --. --- t -·t· :::....j .• -:_:/. -J - - l J -' ·-> .. -l\J --~~----_- • t ~ 1 ---t > t _, r-- . I , ' _, ~ -· ----+--------t- n(-G: L .~3' -----,t--~ -I F~IZ" I / " 48" R.C.P. LINE:: ''88" I \ \ ) l-1,u/E: "BB" I iP-+12" ....,_ ..._ / 'IF • I'-I'-[;; r--~ ,n ~! If\ "' t!l '-i <I 1~ ~ ~ ~ 'il-: " ~ • OJ • ~ • !!;)~ \'!! ,n !!) ~ ill -~- EXISTING STORM DRAIN 45.00' 3.00' 1.50' p L /\ (\I 2386.50' 93.31' 46.96' /~V\J ~-4~5~,Q~Q~'-cl~~l~4~,5~0~•~=b~-~f_,~3~1'--~-~--~-=•~~L--~1:~40' __ l~----~------~------•~~~~---~-v~P--~-I - - - ~ I -I - I I -•~---_-~__,__4 -_-_::l ·:r =1 -~-=t 1- -,1 -i ,,J _Sl ,-,i=~~;,l~ I -n~l J~__:_:_::::;_ -v.Y-,C..-.!! - - __ , _ ,--+-_,__--£-s-roErl'!c pe;,iJ-;,.,_---. J f ' --- ' !· _J-_;:::- ;-------: •. ' ' --I I ---f-=-I t-=------(_ --==F= : ---__ ; ' I --, ·i---------: I _: - I - I . ' -- _, ,_ i 17+00 ,,-n--;--\-FUTURE CONCRETE REDUCER (DO NOT CONSTRUCT) Fl ( I ✓ DR. 16 15790 CONSTRUCTION NOTES INSTALL 48" R,C.P. (D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE II PER E.M.A, STD. 1311 CONSTRUCT DEEP JUNCTION STRUCTURE, :TYPE II WITH SAFETY LANDING 8 WITH 48" CONCRETE SHAFT PER O.C.E.M.A. STD. 1504 CONSTRUCT WING WALL STRUCTURE PER DETAIL 64, SHEET NO. 2 64. t9 PLACE RIP RAP PER E.MA STD. 1809 @ INSTALL PROTECTIVE FENCE PER O.C.EJAA STD, 600-0-0C @ INSTALL PROTECTION BARRIER PER L,ACF,C.D. STD. 2-026~2 __ CONSTR. JUNCTION STRUCTURE TYPE Ill WJTJi SAF~ LANDING II 48" CONCRETE SHAFT PER 0,C,MA STD. 1312 Q 1504 AND DETAIL 51 ON SHEET z 6+-' - CONSTRUCT JUNCTION STRUCTURE TYPE Ill PER 0,C.E.t.1.A. STD. 1312. CONSTR. REINFORCED CONCRETE COLLAR PER - O.c.EJ.1.A. STD. 1317. REMO~"-IITTmfEQU.JG P□RTI□l\l Gf 40" R.LP. rnNsrnurr DDUBlf-RDW ;Rl(K 2. 1-112 __o/ MORTAR PLUG_-· E::::===±:::::::,:::==E===3=::::::::::::::::::=====i 3 inches on original draw Ing ' - ' ' ' --j I . Sheet 211A Of 289 ORANGE COUNTY j ENVIRONMENTAL MANAGEMENT AGENCY! SAN JOAQUIN HILLS ROAD STORM DRAIN A z/:,z A'3· BUJLT A 11 88" CURVE DATA 7-2.1 /::EV/51= 5TtJV1/?l?.N/J L/fi/£S \IB 11c.1' D" G-" J?.[;VI SE SGVG:R r--:o ____ D_E_L_TA __ -+-_R_A_DI_U_S_-t-_L_E_N_G_T_H_ TANGENT ceos~1;J<-75_f?.EVISE I STA.17-t-91.38 -26+40.85 (D 78'26'5I" 45.00 61.61' 36.73' WATER-~2< . 1-©-;2-1-~o~a--3~7~-~,9~ .. ---1-2-3_8_6~.~5~0--+--3=5=9=.1~2-. -179,90' I MARK DATE DESCR!P!DN ~~c~~~~rnrg~□~~ ' ~ ·@~ , , , =----+---'-=='----1 REVISlotJS 'JAMESA.DAN RC_E, 26936 1--;3_,__7_'_1_4_' _5_7_" ---t--2_3_8_6_._5_0_-+-_3_0_1._9_4 __ --+-_15_1_"_17 __ --; DES I GNED .s. SCALE DA TE DHG, :;o. SHEET 211 A OF 289 © 44' 22' 50" 4-5.~00 ----~4. 86 18:36 .DRA\IN_ficc__ CHECKED t.-D-AS SHOWN -f& 0$ 1J 9ic@~~=~========'.=p=.=s=.=D=L=l=N='E=.c,'B". STA,I5+26,83-24+08,36 -21C0,23JPr• 3091 3407 '--'-=-cc·-•-•---~~~-~---!-,--~----=• 08-May-88 03 149 PM/ 3091-5202 ( \ ) I I -- LC...C ·/ ( \ £t..£MENr 2 3 \ 4 G If IZ /8 14 ·-·----i-.:...-= --= -!------• - ·t--· -------: .. - -- f-- . -- -1---·-I-- -. ---·· t-:_ -·-· •• -- ----j. --__ , ---- - ....:.:.....: -- .. --------- +---:-:--- - +-- 5' 5' SECTION 'A-A" -- -,- r -- I---· -f--=---- -- C7 ------. - -- r· ---- - ·-r-------- ·----- ----·---,-----• ·------_ ---: --r-· .--- -+---,--- -- 1--+--- -. ----- _·_·_ .1__:_:__:.__· - --... - - . -. . -- - . -. ' ---i--------- --·- -- 10+00 I 1 - -r --r. 1--------- i---------1------== - . ; ---)_£ - I ----, r-· .. -·--- --. I• 1' I-:.=_ '·. !~ : -j'<i ~- . 11+00 l.lN/3' 0 ll--.& ,$' dn 1/n "C,, 48 .tJ/3 .tit/5ti .oazi5-~A.ILL 5-~ ?. :>tl 7', fJ /. J? 3 t'-SlJ 7.9 /. fJiJ "C-r .. C-Z" - -- ---l _, _, -· 12+00 75 _\ -- -- ---- ' ' -- 13+00 -- -- r n -- ------ - -_::_ _, 14+oo PROF I LE H □ RIZ• 1 "=40' VERT• 1"=8' ·- -- ·-. - • -· ,_ 15+00 • ' ' LJ: - - t-· . -- - . ·- 1-----·- =· -- ---~ . -- -- ··- ---t::::::::'.I _, 16+00 -(\J r-: -z en -- - -- _, ,= -- -- • --- ' • ,_ ... ' -- --11 --r------:- - ' - ~ _:___:_ .,.,--r... -4--- I----'-=rn{~--- - - - ~ ' t-----"-- • "' J < 0 .._ "' 1--- \ ,--- r- . , ; D ------ ' ' ., ---- I ---.... -- -----, -----~ ·,?_ ~ -fu~ - - ' - ~i:ci;; ::;;: 14 =· ',le ]&-~ -.._~-" -~ •• ~ is:· ~-{;I ~j~ "' --·----:: \ ~ -- - -• -:_\.I -~.-_,. 1"'"'· _ r-----hl -~ q::i---'I. "' .. --- u " CONSTRUCTION NOTES ~Ns:i:Abb-18::...R,G.P.-(D-LOAD ·PER-PROFLI~(. 8 INST ALL 24" R.C.P .. (D-LOAD PER PROFILE) § INSTALL 30" R.C.P. (D-LOAD PER PROFILE) § CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 + ~-1 ; ~ -...-.L---+--------·--------i-----r --~ --+------~~-- --. C f::::j I 8 CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STDi.1310 W CONSTRUCT JUNCTION STRUCTURE TYPE VJ O.C.E.M.A. ~ STD. 11315 •• ' ' \ 92•00 LINE .. ---- _..._,z., w-_____, ., j l 93~00 ,r.3ti" £CP ' 1 5 I(\ "' '__r; GAS l/1'/E f.5Y OTHE!fS/ -' 194,-D,Q • 1 6 . r, ...J' -----+- I CONSTRUCTION NOTES CONTINUED INSTALL 48" R.C.P (D-LOAD PER PROFILE) CONSTRUCT JUNC"J;ION STRUCTURE TYPE JI PER O.C.E,M.A. STD. 1311 Q CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 . V (L PE~ PLAN) 8 PLAC~ RIP-RAP PER O.C.E.M.A. STD. 1809 Q CONSTRUCT JUNCTION STRUCTURE TYPE IV PER O.C.E.M.A. V STD. 1~13 , ' CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 AS MODIFIED PER DETAIL SHEET 2<.3 INSTALL 36~R.C.P. (D-LOAD PER PROFILE) -· s CONSTRUCT WING WALL STRUCTURE PE_R DETAIL 64, SHT. 264: . 278 ,I hlSTALL PR0TEC.TIVE FENC.E FER O.C.E. M.A~ STD: r.oo-o-cx. ;~ioTTSS!o,1-,1, ~8 INSTALL ~R0TEC.TION BARRIER PER L.A.C.. F.C.O. \ ~ ,..,'<S I\. DA V fi. STD ? 0° (, I ? ,!:f, -t' ,.,~~. . c.-<. '<.. ~ ~ EB ~ "" ~~-26936 ,;;:: /; EXF. 3·3/-33 l} ~~~~ ~\t(S PREPARED BY ---- 200 BM~ araEEI cosu l'IE.S~, &A IU2J> 1714)~40-0IOO ' ·-· ) ORANGE COUNTY I ENVIRONMENTAL MANAGEMENT AGE~CY' 1 ·-40• f _ ____,,,. ......_ SAN JOAQUIN HILLS ROAD . DR. 16 15790 Sheet 212 Of \ r ·s;TORM DRAIN _ _ _ 289 ( r ) CURVE DATA - v / rl Q DELTA RAD! US LEIJGTH T AtlGEIH STA-l0+35.00-16+15.68 0 . 88° 56 ', 22. 45. 00 • 69. 85 44. 1 7 © -0'27'52"· 23/36,50 19,35 9,57 i>M_A_R_K~D_A_TE~ __ DE_S_C_RI_P_T_IO_N _ __,;~~~~~i~I~~D5~,,/' • • , REVISIONS JAMES A □A'"t • ,?';';"'----~·==· =c-r-===--;,---:;-::--=--=/-.---:::-'-:-::c-:----t--:30~+-':----=0:-' 4;-3;-•;-:1::-3;-•-+--::2::-3::-8:-6 ~-5:-0::---+--=·-=3-=0~; ::-0 o;:;---t--:-:'1:-5:-,::-o:;;co __ ll."D'.=-ES"_!l~G~NEc;D:..=,==,=sc===s'====,,,,....j SCALE •• DI\ ;E,' - [5J. 05'0{' !:f I 238G.50 209./6' I /04.IPG G:) • 06'00' II'' 2386,50 208:89 /04.2C> DRAWN RB-' CHECKED ...--AS SHOWN ~ ' ,< ,.-1 a .. v,,,,,.:.-J R.C.E-26936', r ,.. SHEET 212 0F, 289 \ I .I ' ' ' \, r f .5 --,.._ __ _ -1-- 1 -1 ---' I ·--__ 1-:: -L '. -1 ---i --~ --~~---1 j----~ r-7 --:r9 __ --1-==1~ l-_-1 t ---i }--1-1-1 t=: -•-1== ~t.-1 : 1--·1 _J -1---:---r---_-J·_j--r LI. ---~ r_J~L __ ~ l -F-T ;_-_-__ : ___ j-. --1:--~---r---,--_: __ ~---, 1--i ;.:-~j 1 -r --i :t-~-1·-i_--i---•. -;--,--1--1 ---1-·-_-f---~~----l·_-/-_:·-_-~ .. - --- -_J I - 5' i .1 I I I \ 6 "C" _.57 48 .Cil.3 .tJt/5tJ .tJOts7 /.77 //.5 _Z.27 7,7 7' "C" 3-4./ 30 ,,:J/3 .a:>G'tJ .IJJb9I z. S 6.9 /-98 IZ. 3 /98 12. 3 /t, "C-/". ./3 5-3 /.// 5 .. 4 17 Z4 .,:J/8 .tJ$tJ .OtJ/5S ./3 5.3 /./;-5-4 ' /lJ "C-?" 3.:3 36 .,://.fl .,%/Gt>.tJatZl/.50 7-3 /.'SS 6.3 _) ' l 92+00 • =-----10 /.../NE. "C" 14 5 -- LINE "C" 9 "c-2" • ..._~l-"---'--'c._----'-"-1_._~_. 1 _ _._.._.3_tJ--''--·_0_1'.3__.~-a-o.._5o,,,,__,_._oo_z_7--'-'lcc·-'-,;-'-tJ--'-'6'--._._3_._"-I'-'. 1-'-'fJ'-'-.._6_.. '.3c.._,_ _ _, -~/~~~~ ____________ _ ,. ___ . ·---~__,,,,,-_____ " "'"···-----_,.,,,.--~------~--_..,-__________ _.,,. _______ _ HORIZ• i "=40' VERT• 1 "=8' -(\J i-= ·:C en w w ~~~--~~t=---------·---len 1z"w--~----- 193+ 00 1 94 .. .0,0 ' I 5 1 6 I(\ (X) (0 I() - • ~ en __ w GAS LIME !3Y OTHE/fS 2 -...J Pl l~~~ .-_ _1~~'°•--______ --___ I @t I _().5'01'1.;,·~1 2886.50_ I 208.1/3' r:::::l I -= ' • :~r= ~+--'1 ~ I ~1--I•:c:(= -: • ,--! - -- co~~§TRUCT Ko~~ 8 l~!s:FALL 18" R.C.P. (D-LOAD PER-PROFLE) @ INST ALL 24" R.C.P. (D-LOAD PER PROFILE) § INST ALL 30" R.C.P. (D-LOAD PER PROFILE) 8 CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 W CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. V STD.I3I0 CONSTRUCTION NOTES CONTINUED W6 CONSTRUCT JUNCTION STRUCTURE TYPE VI O.C,E.M.A. ~ STD.13I5 Q CONSTRUCT INLET TYPE II PER O,C,E.M.A. STD. 1302 V (L PER PLAN) /04.GG 0 INSTALL 4811 R.C.P (D-LOAD PER PROFILE) CONSTRUCT JUNCTION .. STRUCTURE TYPE 1[ P£R O.C.E,M.A. STD, 1311 ~EIIUVE EXISTIN6 ST□RM DRAIM FACILITIES EXISTING STORM DRAIN DELTA DR, 16 15790· Sheet 212A Of 289 CURVE DATA RADIUS LEUGTH C nc T AtlGEtJT ~l~ER-&.C-:E:M-A-:-5Tlr.809- Q CONSTRUCT JUNCTION STRUCTURE TYPE IV PER O.C.E.M.A. V STD.I3I3 CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 AS MODIFIED PER DETAIL SHEET 2,;,3 INSTALL 36" R.C.P. (D-LOAD PER PROFILE) @-ooNSTRUCT WIMS WALL STRUCTURE PER DETAtt- @ ?~s~Ll ~~~T -.,. E'~'C~1~1~vE F-£1'<!eE-F'E.R O.C.E:-M.A. SID. t.00-d-oe ;vi01-ESSto,t4, ',@ ~RO'f'EC.TIOH BARRIER PER L.A.C.. f:.G.D #~~<,..S !;_ IJ4-'ffe,,V <;i STD. Z 026.l, 2 ::2 1f" ~ s i;,, "" ~0-20036 £il PREPARED BY . 3-3[-. 200 BMER STREET WSTA l'UA, tA 92626 !114JS4t>--C800 I ORANGE COUNTY A 7-2·1b #Vl5G 57o_enpe,,.,J./ ~ /..INE.s''B,µc.,,_ P.,.,e,., • KEV/;5E 5£/N~ I Ct:055//Jf-5. eEV!5E WA.Tpf?. L-AT,t;,eAJ..5 ENVIRONMENTAL MANAGEMENT AGENCY; SAN JOAQUIN HILLS ROAD STORM DRAIM ST A. 11+50.27 -l6+15.68 @ 0'27'52" 2386,50 19,35 9,57 JMA~K DATE DESCRIPTlON ~~c~~~~i~l~~D6~ ~~O'. U, SHEET 1--'(cE,,, :.....+---o'-,-'4"-3-.-'1-"3-" -_-+--"2'---,-'-s-6-, 5'-0--+--3-0'--.-o'-"o--+----=-=-'------jJ REV I SI Dtl S IJAMES A. DA . , E R • C . E • 2 6 936 212 A '-:'.) -0 15 •00 !DESIGNED . . I I IJF 0 05'00,lf'' 2386,50 208.:;9 f04.ZG~~nRAWN _ _tf'.B-I !cHEEKE_D ___ jA~c:~~~li DATE , --DHG. ti~--289 Lfo -_--,·s 1 ~~-•P• S.D LINE ·c· STA,10•00,00-16•00.00 -52[0,23JPF• 3091 3403 06-Apc-89 06•55 PM/ 3091-2502 1P )l I (I'> ,-----------------------------------------·-------------------·---------.. --- -----,--------,_ -------,_~ -I~ ~- ' -----,--i --• ! ' . -1----:---;- i j __ t -_l, ! I J --- ' ~--1---i-~ _.!__L_. !---~-' 1 I t I -• ~ ' ' i -+----~--' ' ' ;-i I 600 580 ' ----t- ' ' ' ' I ---;----~, --7 -t-"--~-: ---f I l ' ! ------+ --' , I r _, _ _____j_ ____ _ ' ' ' I ' ' ' j I <:I:) L[] ui i i t ' 16+00 I I -----,.---194+00 0 0 -• I '.'.: 17 ! -~ --' -~· 1 r. I ... T 1 8 N 81' 27' DD"l.J @) 2'il .,----GAS Ll/1£ .cJY OTHEtfS -- " ' LlNE 1.1C11 ' ! I zsn 19 20 2 251 2]5 2[,f) 251 PLAN I "=40' G 2/;/j CONSTRUCT rn.z, Lf. l&"R[f (175[)-U) 10+00 DR. 16 15790 >heet 213 Of 289 -I LINE "C-5" i I I 11+00 600-l I I I 580- (/750-0) 10+00 11+00 • CURVE DATA • . ---~-- ' -T ----------- 10+00 11+00 ~OTES 8 tNST ALL 18" R.C.P. (D-LOAD PER PROFILE) 8 INSTALL 24" R.C.P. (D-LOAD PER PROFILE) 8 CONSTRUCT INLET TYPE V PER 0.C,E.M.A. STD. 1305 Q CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. V STD.1310 Q CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 ~ (L PER PLAN) Q CONSTRUCT JUNCTION STRUCTURE TYPE IV PER O.C.E.M.A. V STD.1313 l /2 0 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD STORM DRAIN ., ST A 16•15.68-20•96.90 0 DELTA RADIUS LEIJGTH T AIJGEIJT 0 03' 53' 11 • 2386. 50 161-88 80. 97 IJ-M_A_R~K~D_AT_E~ __ D_E_S_CR_I_P_TI_O_N_-1~n~~~~~gl~~D5~.dta~~~~a~.~~e!:{.I SHEET l--@""2--1----90_•_0_0~--0-0----1--2-2-. 5-0---+--3-5 ___ 3_4--+--2-2-.-5-0--11 REVISIONS JAMES A-DA,. R. c. E. 26936 2 I 3f DES I GNED SCALE DA TE D1-/G. tJO. 0 3 45' 04' 00" 45 • 00 35 • 40 1 8 • 57 DRAWN R 6 CHE KED J.D. AS SHOWN 289 •P• S.O. LlNE •c• SHT 2 -52C0,23JPF• 3091 3413 06-Apr-89 06 101 PM/ 3091-2502 fl f r~-~--------~---------------------~--~~-~~~--~--~-~~~ I ; I i ' ! -i . ['-t-= -I l! i =--!-·t : -__ -__ ~ i~--, -I ! 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(D-LOAD PER PROFILE) I L .. 11+00 8 CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 Q CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. V STD.13IO W CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 ~ (L PER PLAN) 1 Q CONSTRUCT JUNCTION STRUCTURE TYPE IV PER O.C.E.M.A. V STD.1313 /s=~f~BRIC!:!~~~'==--~~--\ (@ CONSTRUCT CONCRETE COLLAR DER O.C.E.M.A. STD. I:317 ~~' @)~vE~~l~~-~~~1750-~:cc 'c-c·.--;;:/ ~/-1 1 /2 0 • 1 2 3 inches 6'/2/9i! "AS-BUILT" PER CONTI!ACT□R'S PLANS on or!ginal drawing PREPARED BY ORANGE COUNTY ENVIRO~MENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD STORM DRAI fJ ·~=-~0:;· :::;:==:::.:----::::::::-::...~c~u~Rl..l!v-:.!F=..!olL!;A:.1iT.A::a. cc---~-""-c,;::::::::=.:·=::;;·-.:,i· 1'::~;;':/~,sE sT A 16•15.6B-2O.96.9O DEL TA RADIUS LE!JGTH TAtlGEtlT ·1 l,v'A. c _j..,A.Tllbk-S"--11-,,,.,,==-,;;:asr;,-,-----::--,,,-----,-::-==- r;--,1 03'53' 11" 'MARK DAT" DESCRIPTION PREPARED UNDER -a, ,_ .~ SHEET l..'.,.J 2386.50 161.88 80,91 ,~-~-~---------,SUPERVISION DFi=~~~~~~ l---'3c--+--------t------'-+~----t------, REVIS I □rlS JAMES A. DA"E R-C-E-26935 213 A t-C>®~t----:9-=0-='-=0-:0-:' -=o-=o-=·-J---:2-:2_. -=-5-=o~_--t-__ 3=-5=--3-:4::--,,---2-:2-::-.-:5:--:o:-7c'.Dc::EScclc:G'.'..'.N~ED:'...=='cj==;==~=-==~ SCALE DA TE DHG. t!D. Of G) 45_'_04_'_00" 45,00 35,4C .ad~----_1_~8--_6-7_e.'_1DRAWN R8 ____ CHEKEDA.IZ__JAs_ sH_□wN I _______ _. _____ 289 •P• S.D. LINE ~c~ SHT 2 -52C0,23JPF 1 3091 3413 06-Apr-89 06=01 PM/ 3091-2502 1 10+00 11+00 12+00 SLOPE PER GRADINC. PLA!J / y es□ ) \ .. LINE "B-1" ----- ,t,U ,------------- I I 13+00 ----------------- EXIST. GROLINO :$ I . ffl :$ . . :$ 1 - IO+OOPROFILE 11+00 121-00 PLAN 1 • 40' HORIZ• 1 "=40' VERT•1"=8' LINE • t!l II D" -HYDRAULIC DATA . ELEHE;/-JT LINE D ri . /0 "D" 58,7 30' .0/3 I I II D" 12 'D-1 ". /8" .0/3 ,s "b-/" 14 "fl-/" ZU. Go Gf dn Vn de Ve OP/4{, ,0201'8 /.Pt, 2'l./ 2.fJlJ /Z.Z tJ.tl2 .tJlt,95' /.87 /0-5' 2-31' //-Z L5'00'00" DR, 16 15790 Sheet214 0£ 289 /,50.00 47./2 28.70 CONSTRUCTION NOTES 1:-JSTALL 18" R.CP. CD-LOAD PER PROflLEl > l,JS IALL 24-Rt.:?.{a.)=t:OAD-:F.m-Fn0c1"Et" . • 1:-JSTALL 30" R.CP_(O-LOAD PER PROl'6..El INSTALL (EXTRA COVER) 30" R.C.P, (D-LOAD PER PROFILE) CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 CO:-JSTRUCT JIT.'ICTfO;-J STRUCTimlt TYPE Ii'ER O,c.EJ.'1.A. STD.J310 ' ) ~ ,. . ' ' CO:-JS'TRUCT REl:-!i'O:iCED CO:-!CllETE COLI:AR PER O.C.EJ.1.A."STD. 1317 • CONSTRUCT INLET TYPE II PER O.C.E.M.A, STD, 1302 (L PER PLAN) • • 1 /2 0 1 2 3 lncheo on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAtJ JOAC!UltJ HILLS STORM DRAIN LI~lE ,,t~op LINE ",B-'i" • ROAD. CURVE DATA J---_---1---,--,-, j---+--+--+-+--+--+---f--,.-J--1--:0::::-,---D-E_L_T_A_~T~R"-AD.l;I_,U_S..:;:¥.J-iL~E~tlG-T--H-..,---TA_t_lG ... E __ tl __ T_~MiA=R;;;KJ~□;;;AiI°Tcc.E~---_--'-;D~E~SC-'R~lP-'l-□N_ -~~~~~~~~lg~o§~ 1 ~ · " d. /I..,~ SHEET_ 1--'~-t----1--,-,---i-,i--,-,-,--i--i-"?·,.-;-,,f1 ,t-,~~;:,;;~-t--~:-nr,1-~~.1-,'ci~;l~--_JR!!,!E~V~I_!iSlIOQ!t!glSL_ __ +.,!JA/\!M,lJE;.;Sl.iAl,J,D!liA~N~lP{c,-._..:.·:.,,..,.,E.R~C:,!;.E,J.2~G[l!:93Ql9hj, 214 t-----t---~-t-----t---t--t--ii--t--t---t--,--t--;~~+---::4::6-:-' -=-59:::~-::1::5-:·-1---:4:::-5 -:' o:::o:--t---:3-:::6-:· 9:::0:--t---::1-;:9-:· 5:::6~-71,"D'.=cESe.!l~GN!!.!:E:!cD..;:v./;;,;.S~-=r=====-l SCALE DAT!: D\-!G. tlO. OF 2J 90° 00' 00" 45 • 00 70. 69 45 • 00. DRAWN CHECKED 1,.t, , AS SHOWN 289 •P• s. □ .L!NE ·o· -21[0.23JPF• 3091 3404 OB-M,y-88 06•23 PM/ 3091-5202 / ---- i - I CONCRETE FILLER -I -i - I • -, - ""_: ---~- ! --1-:~:::l ~ -:-· - ! -i -- ~~-·:1 -i---t --I -_-1 t---, ---:_. _[ - I i J :! _ ,_ Cf 1-1~ 1otoo -, -_:: t --:":: ! _--i-. f __ .101111 EXIST\hl6 111\LET TYPE lI ti\.T.S. 11+00 UIST R.LP. cw ' -J --f- ! I f I - I I--L SLOPE PER GRADING, PLAIJ r --=t:" - :;_---. __ -_ l _ t I -: l , -- ,-I 12+00 j ,;, 0 "' "" 0 . >q_ ,--"' ,--<r .,,. + LINE "B-1" --!-- . ' I I ' ' ---!-_ _____.____ - - L_ I_ ; I --j I =----r I 1- -t-\ ' t • I + _,_ -----+ , -_-I I =! --, I I -I -t ·---• -, 13+00 EXIST. GROUND - :== _-.--=i-----:-:-·· ----- 620 -, ------l -' ~ L -I --- EXISTING STORM DRAIN ____ --,.---.:➔ - . 1 ----~ ~ - ' \ ) --+----' -_ I __ , -- +---+ T +---I -- 13+00 tll ELl"MENT n So 10 B -- I 2,8 18" .013 0.1160 00014 0.28 12,0 0.64 LINE Q D Sf dn de Ve J '\_ 3.9 II B - I 2.8 18" .013 0.0280 .00074 0.41 7.3 0.64 7,3 -- I I - =t--, I I- --I ______: ----= ' -' -I --- _,,_e--~, -:.:__----_; 1-::t -i I - ··i- -__ -+-=:::r-!_ ; L -' ,~ --+---- , __ _ t:: __ i ~ _j_ -~-:'1 - - -j --t-. t-----' ' -j -' j --t-' -_-: r---=--_:_:_ +--+-=-=- I - - - _j ' ' I -, --: -st:: __ _ : -+ I - L--- -- I ' -, f=-....+ -- -- 1= I r=- -- - ' --,--- ' - ' ,--- -1--' -' ' --1 r -, -I -1 E:~lfSy: ,~a, 55± B=! Of'"_-'17_8_f~C -! ---+ -- ,-.:..!. --1~ -_ _, -•500;:_0 -I ' t --- I I ! -~ ---1-- ::J = l=--1 -J 1= I •-=t I I -1.-_ -·:-J_ 3 -i -r.~- -l 1 :·_ -i --- -• i -I -• - --1 ~:.~ .!~-_f__-L.=::i -= -- ----· - r _J - i -I I 'L =t _, --- L • - I ----+--- k--+--_-t ---:---_L =k__: -1 1 7 J - l ,_ I I I ! _J I I 0 --. - 1 I --'. - CONSTRUCTION NOTES INSTALL 18" R.CP. ID-LOAD PER PROFILE) INSTAbl.-24"-R.-C--.P.{D-b.OAD-PER-PROFlbEI- INSTALL 30" R.CP-ID-LOAD PER PROFlLEl INSTALL !EXTRA COVER) 30" R.C.P. ID-LOAD PER PROFILE) CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 CONSTRUCT Jtmc;TION STRUCTURE'TYPE !·PER O.C.E.M.A. STD.1310 :, ' . - CONSTRUCT REINFORCED COXCRETE COLI:AR PER O.c.EJ.1.A:STD. 1317 CONSTRUCT INLET TYPE II PER O.C.E.M.A, STD. 1302 (L PER PLAN) 1/2 0 2 3 I ncheo on orlglnal drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SA~J JOAQUIN HILLS ROAD STORM DRAI ~J LINE "B-1" i ,. ,, \ • \ DISSIPATER DIMENSIONS a 6' L b 4,5' H c 6' Y/ e e I' I f 2' f'_ =l ----re 11+00 ' 16' 9' 12' 0.6' L2' -.. , --t- 12+00 ,. (() I ' ( i .. 1 2 ' ' I 4 ! ' f \ \ 26 ( .. ---- -,- !3+00 / ' J \ ,i . ' 1 3. 261 267 ~ • ' 14+00 273 . . I LINE - 15+oo PROF I LE . • 1 5 1 268 II - 1 • 40' HORIZ• I "=40" VERT•l"=B" E . ' ,_ cl: ~@ -~ f= = -"· ·'- - tlt ----- . _:____ - .--+---- _ ... •Ir ---··--1------------. 1 6 , -,. ---- -· . -t _,_ __ ---_,__ -------·--·-- ' --.,.-+ ' 17+00 1 7 ----------- e,s / ' 1 8 § 18+00 , 19+00 ll ' --/ SCALE• 1 • • 40' ---- 2 { i DR. 16 15790 'sheet 215 Of 289 -- ·----- 20+00 21+00 e INSTALL (EXTRA COVER) +~• R.CP. <D-LOAD PER PROFILE) ..;. l \ @ CONSTRUCT CONCRETE SLOPE ANCHORf'ER O.C.EJ.'1.A. s.TD. 1333 . , , . \' ' CONSTRUCT REINFORCED CONCRETE COLLAR PER - 0,C,EJ.tA. STD. 1317 PLACE RIP RAP PER E.M.A. STD. 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL 66, SHEET NO, 2f,'t INSTALL 48" SPIRAL RIB PIPE Fe~ .at:TAI"-a.e 5/le-6T 267 INSTALL PROTECTIVE FENC.E PER ci.G.E. M.A. STD. r.oo-o-oc.. 1/2 0 2 on original drawing ,I I HYDRAULIC DATA , ,-----,---:._:__:__:~~=-=~-=-;...~_:__-.---,---.-.---.---,--.--.-:-:-, .• .,.--- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ELEMENT LINE Q. D n S0 s, d V, d, V, ,,,- 2 "E' 78. '/ 3G .013 0.01 0.0/J'I' JOO 28.3 2.71,, ff.{,, SAN JOAQUIN HILLS ROAD 3 "E" 78.'/ 31, .0/3 0.18 0.0139? /.08 34.Z ?_7{,, fl.& 4 "E" 78. 1 8G, .024 aga 0.047Cll !.Z8 5/,8 2. 7(,,,, f(J,t) STORM ll~[E DRAIN 5 "E" 78."f .024 0.50 0.0471,,'f r. t4-at.9 Z.7(.. rr.r., 6 "E" 78.'1 0.44 0.0471,' /,/8 :30.4 2.7(.. f{,(J 7 ''E" 78.~ 5u .0/3 0.ff 0.0f3'/'f f.M-84.z. 2,.7r., . If. r;, 8 "E" 78. '1 3G .0(3 3G, .Of:'! 0,?4 O.Ol3'f'l f 00 3r.,. I Z.7(, fl.& 9 "E" 78."f STA. I 0+00,00-20• 70.00 CURVE DATA -MARK DATE DESCRIP!0N PP.EPAREU UNDER / A •A /". .( j ,,, SHEET DELTA "J<Jl..l.l,!S __ ,_ ·-~LlctJ~TH _ TAtlG!:IJ_1 t===-=---:-==o":'-'--'-""---IISUPERVISION DF,,.J=.~~~/4;,!'"· ~~~ ,+~(=/..::a-==,;::;~:_,,--...,~,cf:"=~~~=~~~'..+c"--o-'f-,--.:;.:::;,~~l--j REVI SIOIJS • JAME:3 A. DAN"1 R.C.E. 2693.6 215 ~B '--JR.J~p=::;;):;;:4-;:"0 4-;?'.'S;;c' :;;:I ~;;:;,,?"'=t=~4-~':i:;=.'-;;[l~□ =i"'~2'a'l-~Z;;:l ~"=" 'y=""';::l 4;';.□';?-:-C:C_,1 1 ,D'.'.:E~SI:.::G!!!tlE:!:'.D~~""'· 5e:·=,=,.,·======-j· SCALE DATE Dl/G. rm. Oi" • 2 _40• 54' 36" 1 80, 00-~ ~·128.52 -.. .. •• 67 j4 ••• , rDRf,WN I CHECKED L. D AS SHDWII 289 (S1C)O •P• S.D LINE •E• STA.lO+QQ.00-20+00.00 -21C0,23JPFt 3091 3408 08-Hsy-88 051 49 PH/ 3091-5202 c>-g; cog .s f \ \ e a b C e f 10+00 I DISSIPATER DIMENSIONS 6' L 16' 4.5' H 9" 6' w 12" I' I 0.6' 2' ,. l2" I I /8\ 11+00 I ' ., 12+00 12 I I 13 !3+00 / 1~ EXISTING STORM DRAIN CU8.V.£. PATA 0 DELTA RADIUS l€N&1J.1 TAtJ6E.NT 0 55°05'35" 45.00 4'3.Z7 23. 47 14+00 I I / I / I I 1 5 LINE - HORIZ•1"=40" VERT•1"=8" 1,s.zz' E II 1 6 .f ,_. 1 7 18 -- HYDRAULIC DATA ELEMENT LINE .o. D n So s, 2 "E' 18.'f't -f-8 .018 QOI 0.013'1' 3 "E" 78.'Tt. -1-8 .013 0.18 Q0/3'1'! 4 "E." 78.'ff' -IB .or!> o.ss ao471,r 5 ''E" 78.'f'I{, -IB .013 0.50 Q047fa'l 6 "E" 78.'7-,f_ 4fJ .0/3 0.44 Q04-7i,' 7 "E" 78. 'I if. gc, .0/8 O.ff 0.013'17 8 "E" 78. 'I !I'; 5G .018 0.18 0.013"!9 9 "E" 78."ll(: :JG, .013 0.24 • 0,013'/"I 3(, LAT"£-," 23.7 )/': 30 .013 0.0084 0.00334 37 L.1n:·tr-,· 23.7* 80 .013 0.5Z7!i,o.oo:>54- 88 . LAT. "€·8" 8.2)f 18 .0/3 0.0?,0Z o.oo~ a v. ,8.0Q $4.( 1.06 34.Z I.ZB 3/.8 /.14 at.</ f./8. 30.4 /.U 84.Z. 1.08 8(,,.0 1.00 '3r,,J 1.44 22.6 0.47 22.0: 0.70 ').[ d, 2.71,, ?.7(,, 2.7(,, 2. 7(., 2.7(.,, £.7(,, 2.7(,, 2.7G, /.t,5 l.t,5 /.// -v____c, ===::=:=,,,_ fscALE1 1" a:: 40' • V, I I. t,, II. r,, ff. I, If.(,, /{. r,, ff. C, II.(,, II.(,, t,.1 ~-? 5.1 2 DR. 16 15790 Sheet 215A Of 289 ---' ' ( =-") ;-') --------- ~ 7.z.1, - MARK DATE OESiGNEO DR!,'r/N - . I I : 1------I @ INSTALL (EXTRA COVER) +8_" R.C.P. CO-LOAD PER PROFILE) ., ~:. ' •' ~ CONSTRUCT CONCRETE SLOPE ANCHOR 'PER O.C.E.M.A. SJD. 1333 . < , ,. . ' CONSTRUCT REINFORCED CONCRETE COLLAR PER •-, O.C.E.M.A. STD. 1317 PLACE RIP RAP PER E.MA. STD. 1809 CONSTRUCT ENERGY DISSIPATER PER DETAIL 66 SHEET NO. 26'r ' INSTALL 48" SPIRAL RIB PIPE l"e~ ;;:::,e;;,f/t.. ti8 5/fEeT 267 I NS'fALL PROTECTIVE FENC.E PER O.G.E. M.A. STD. (.00-0-0G. . . . 1 /2 0 2 3 Inches on original drawing PREPARED BY THE [~ "EJTH COVi? Atl 1 ES ..... ,..-~,~i •ClllL c-:u~~l~, •l,t~ITteTL~ •L,_--~,:,n K~un:n~ ·LIi: J [. '~~fl~: -c:: sn,~11c., r .. -:,.:;=11 ,\J Z::, e:.izt ur.z~r CC:ST~ r-sA. CA =~ 1714154,-e= f i, / i I ORANGE COUNTY AGENCY! ENV I ROt.!MErJT AL MANAGEMENT ' . i, SAN JOAQUIN HILLS ROAD !, . ' STORM DRAIN l RcVl5E. ST~i<.1-'/PR.AJ/J l li ~~ rE o[E o LING, "B/' c 11 Pl/!=.'' /<EV/5e 5BJG'e, I C l':055/N<'?S. f<:.E.V/5£. s'r A. J O+OO,C0-20•70.00 h/ATEe LATEl?.Ai..S i DESCRIP!DN PREPAREU UNDER SHEET SUPERVISIOII OF REV!SlotlS CARL_3jO_GERS _ ~E. 42847 _ 215 A w. 5. SC,\LE DATE~HG-rm. OF ICHECKED_L~D~ I AS SHDll:J 289 -------• ----------~--==-----=---=-==== ----•---=-a-•• •r• s._ __ "Ew STA.10+00-00-20+00.00 -21[0,23JPF1 3091 3408 OB-May-88 05149 PM/ 3091-5202 ----- - - ---- -· ~ ~ ~ -f-: -=---f---- • ~ ¢ ('\ -~ ~ -·--t---~-~ Cl_ ----,, ----~gt-~- - =-C-Cj :~ .--:,;_;.;, ~ - -=ci="-.'" _,., .Jl' -=,;;;,, -• I:.:..:..::__-- h+ - . --·--- -! ·---"~ I':tr -=-I--::::::-------~~ r-:t-.,., V -. - - Q ~ ,..:V"-= ~f="+--+cc!---l____:_l--+-+---4--'---'l---l--+--,_f-c-_J1~+--'--+cct--l____:_l--+-+---4-l--~~m ,f~--lf--4_,_1,rl;:.---6--::;-r+-i==t-=-r_=_ +::=rc=-+=*=c"' ___ '\--=c __ cc~ __ -:_ -c-+~~b+'+-=ct:'=-~,'=c;;:tf~-:ct'_=:.1+1{~i~-'rr"=-'t=~~-'--:_ '¾:=1~,~;.,_r-:':t-__ t_=_ =;-,~:Yir!ic.: -~-___ _ \/ Ii =-~-. r 1:_;,J-~- c---~II.I' •. ~ , - -~ ~ _._. ._ii,, :j ,::! 'I~ -'0 ::J'lf};I ~ --!::i:: /), -f;:'. e;_ -- 21+00 -.J . " -------L_ ------------ - . . 2SS L--- ... , tu, wr,t-;, -~--~ --f-----~-:t' s,,... --_- vr • I ' I r; r ru.,. - -- --'"""."""" ----- --_-"'": I- .-___:_:_ --------·- I 1 EL [Af'ITAN DR. '-~~w"~--,-----w-----1 111 _ , LAI "£·3" N2'25'4B"E BB.5□' E5□ "" ~-,:\ \}J ''.:: v.:: ;1 -- - - . ..,5--6: --l--+--l - HG . . ''.f,)~ ~~ :--+--.-,, ·=------ -_ . -- -----=-~ - •=\ ---.l:l%:~ 1"'1 J e - -. ·._; ~ HORI z, 1 "=40' VERT• 1"=8' rh l - -- - -i-----:---:--- -I--+--+ ----- --J4 -I--- - -- -- --- - e---------' - ! \ Ill \ ' -- -- _---+- •IS ---- •• -·- ~ - -- -- 277 2GB _J 1 I-fl -------1"8---;v---~7 ~~~ -c---'~l--+--1 w 11/ I vo• /0+59./3 EC. --rN)2"05'44"E 10·1-4536 E.-C. LAT. "[-4" 42 .57• ,., -- - • c-:x: l..f'I &.U L.o.J CJ □ I 1Y, 30"43'5!"£_ 73.81-' i'-5 I.AT. 'E-11' i6L :::,, c:, ,-:;-., _/ LAT."E-10' SEE PROl'JlEI 25l)r--.. -.. ---. '-" ,n '!.>-.._ If---" SEE PROFILE Q ABOVE -\ / ..._ 1 ~ ' ABOVE c:::I J' ~ D.•24" L,•30 A•576.5□ 10•:3c.19 '-g ~ 10,-09,75 j_r; rz;,+. ❖ . ,A_,-,;.......-::~~"\c'""""b>J.'-"='10"---"Jo,_--=---:,,Nr.~::.-.:.L='---''N-=_A"-. ____ AP a.c. "--. ~ .,_ N 25 26 Ill . ~"+ -"'"~"" /,o/1 '-'---1---l--+---~ '"+ ----'-d--4-,f_,7"--------,.--,•"-;: -==f-,rf'I ~-===@Y=s3=1=======1, = ··, ~ _LAT""f-5" 8 i'-5□ c:, "-' • 3 3 ,::t -- - r , ,___ G __ / GAS L!f/E .BY OTHElfS G 54Y3i''Z8""E 11.73 ,.,, ... ln f ' - - ---.. ~--"()-~= - - ___ \....,...._ __ +--- \ HYDRAULIC DAT A ELEM'-=E"-NT_._-+-_~Ll"-N~E---+_~O~,o-+--~D-+---"-+---S~o~+--~S~,-+--_d='-t---V~,-t-~d,'--1.--cV~,7 10 "E'' 78.9 36" .013 0,0108 .01399 FULL 11.6 2,76 11.6 11 "E" 69.8 36" .013 0.0108 : .01095 FULL 9.9 2.65 10,5 12 "E" 69.4 ' 36" .013 0.0156 .01083 FULL 9.8 2.64 10,5 -f---+---=-+~=-+=--t-----+---,---,--f--c--.-,;----t---:c-=-! 13 "E" 59.4 36" .013 0.0156 .00793 FULL 8.4 2.49 9.5 14 "E"" 45.9 30·· .0!3 0.0!40 .01252 FULL 13.7 2.24 9,9 15 "E" 43,0 30" .013 0.0272 .01099 1.43 14,8 2.19 9.4 1---~---1--~--1-~-+----+--+----+---+-- 16 "E" 41.4 30" .013 0.0340 .01019 1.33 15.7 2.16 9.2 20 "E-2" 5.9 18" .01:J 0.0539 .00315 FULL 5.1 0,54 5.1 21 ··E-1" 4.1 18" .013 0.0050 .00152 FULL 2.3 0.77 4.4 22 "E-1"" 0.6 18" .013 0,3106 .00003 FULL 2.5 0.29 2,5 ---+----+------< 26l " ' 262 DR. 16 15790 Sheet 216 Of 289 --- ' - -----~ ,~- __ f?i"~I--- -- o/oJ r -- CJ - -- --- ----- -- _J-, _:}- ---·-t--- - - --- --= -- --_::_ -==~-: ' -\---- - "I---- - I,-• -,.-- L--·---Y,,-==i· --' --.1 /_l -,c_ 11 fY _r :~.If ,. ~- --- ... •• _ ____: ,-.. ·--~-,. ---. :.::_. _n ~ _,:_-~_ ~.d.i. --__ . -1,?--.. 1 A --- ✓.ir --...... ;:z ~ ---- ----r-:->----5 ...,.._ ~ • - mm --~ -----r--·- ~ -_____::: __ -I-· .. ---__ j_ = -,-~ -~-_;, ~- "I.. --' t= --.. --j .., •• -I U _.:_ -~ J-. CONSTRUCTION NOTES CONST. DOWNDRAIN TO PIPE TRANS. PER O.C.E.M.A. STD. 1331. INSTALL 18" R.C.P. (D-LOAD PER PROFILE). INSTALL 36" R.C.P. (D-LOAD PER PROFILE). CONSTRUCT JUNCTION STRUCTURE TYPE I PER 0.C.E.M.A. STD. 1310. CONSTRUCT JUNCTION STRUCTURE TYPE VI PER o.c.E.M.A. STD. 1315. CONST. INLET TYPE II PER O.C.E.M.A. STD. 1302. CONST. INLET TYPE V PER O.C.E.M.A. STD. 1305 AS MODIFIED PER DETAIL SHEET. 2G,3 INSTALL 30" R.C.P. (D-LOAD PER PROFILE) CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 1/2 0 2 3 inches on origlnal drawing PREPARED BY 200 !MUI ITIIEET toit.\. 11!:IA, t.\ 1:121 1114JSta-OSOO - ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD ---ST ORM DRAIN 262 1---~2~3----11---·~-E~-3~"--1--0.7._+-_.,18c_"---t-'•--_Ol.,,3---+-"o,...O~I0~0--~0~0~00_4-+_'F_U_L_L-t-_0_.4_t-o_.3_1---t-_2_.6--j 24 "E-3" 0.7 18" .013 0.3390 .00004 FULL 2.7 0.31 2.6 LINE "E" CURVE DATA \ 25 ""E-12" 10.7 18" .013 0,0050 .01038 FULL 6J 1.25 6.8 1---~26 __ ---t-_"_E_-5_"_-+_7~._6_+-_18_··.+-·-0l_3-+-0-.0-3_41-+.~0~05~2'c3-+~F.---U~LL--ll--47,~3 +---'l.--,07=-t---.c5~.6,-----, 2-1 ··E-4" 7,7 18" .013 0.0051 .00537 FULL 4.4 1.07 5,7 CURVE DATA 0 DELTA 32°27'00" 28 '"E-4" 6.0 18" .013 0.0051 .00326 FULL 3.4 ·o.94 SJ +----+----+--+-----< 0 DELTA RADlUS _ LE_NGTH 88°43'28" 29 "E-11" 4,9 18" ,013 0.0050 .00218 0.89 17,3 O.B5 4.7 45°00'00 45 vu 35_34' 16.64' 0°05'47" 30 "E-11"' 4.9 i8" .013 0.4954 .00218 0,26 17.1 0,85 4.7 l---~3-:-1 ----+-~ •• E=-----.10"-.. ,--+--2c-.=-7---+[----.l8-:-,.---. +--_---.0=13---t---.O---..OccO.--c5.-c0+--.0-0_0_6_6+-0-.-62--,-~--tt---~'-7-.1:::::o::.6:2::::3::.9::_----; f----.,,-=-n----+--= . ..,..-=,n-·· --+-------.nc--.70--+--::18"'"-+--::co,=3-+-:co-;4-:c2cc67cct-=~on=-,G:::6:-t-Ono ·6~S O 62 3 9 1"=40' 45" 00' 00" 45-00' 35. 34' IB.G4' 05°26'53" [7] 45° 20' OS" 45,00' 35. GI' I 8-79' 05' 17' 5'2" RADIUS LENGTH- 90,00 50-97 45,00 69,68 3,39 2013-50 226.60 2813,50 2@0. 14 TANGENT 26-1 9 44-01 1 . 5'9 MARK DATE DESCRIPTION 1 1 3. 42 REV I SI OHS DESIGNED LB. 1:30. /0, DRAWN ' I CHElKED J.D. I STA.20•70-0□~31!00.QO PREPARc~ UNDER / -• / I SUPERVISION OF, --.1..t O',; A ./Ch(,~ JAMFS A. DANV R.C.E.26936 SCALE DATE. DHG. ND- AS SHOWN SHEET 216 OF 289 •P• S.D LlNE wEM STA,20+50,00-30+00•00 -52[0,23JPFr 3091 3405 07-Apr-89 08r58 PM/ 3091-2502 f I ! i i ' ' - ==-G w __ f:5J+qq 6 I ( /· ' I S:::t1+pq + ------- HYDRAULIC DAT A ELEMENT LINE O,o D n 10 "E'' 78.9 lf 36" .013 II "E'' 69.8 -JI' 36" .013 12 "E" • 69.4 ii' 36" ,013 13 "E" 59.4 lt 36" ,013 14 "E" 45.9 lj' 30" ,013 15 "E" 43.0 )1. 30" .013 16 ''E" 41.4 >if 30" .013 23 "E-2" 5.9)/f 18" .013 f--24 "E-1" s.9 18" .013 25 "E:-1" 4.1 18" .013 26 "E-3" I. I • 18" .013 27 "E'-3" /. I 18" .013 28 "E-12" 10.7 18" .013 29 "E-5" 7,6 f 18" .013 30 "E-4" 7.7 ic 18" .013 31 "E-4" 6.0lf -18" .013 32 "E-11" 4.9 :if 18" .013 ~ 33 "E-11" 4.9-,j; iS" .013 34 "E-10" 2.7* IB" .013 35 "Ealo:· ..... 2.7;t .. 18" -.013 ... H0RIZ• 1 "=40' VERT• 1 "=8' ' . EL. [AP/TAN DR. CONSTRUCTION NOTES ,-- 25 26 GAS L!t!E !5Y OTHE/f'5 ------G-- So s, do v. d, v. 0.0108 .01399 FULL 11.6 2.76 11.6 0.0108 , .01095 FULL 9.9 2.65 10.5 0.0156 .01083 2.09 9.8 2,64 10.5 0.0156 .00793 /,g7 8.4 2.49 9,5 O.Ol40 .01252 /.94. 13.7 2.24 9.9 0,0272 .01099 1.45 14,8 2.19 9.4 0.0340 .0,019 /. 32-15.7 2J6 9.2 0.0539 .003// o. :z. 2.9 Q37 5,1 0.0050 .00311 /.0. /,f.4 o.93 5./ 0,3106 .OOISZ. 0.27 /9.Z o.,7 4,4 0.0100 .000// 0.,2. /?,. (,, o:,9 3.0 0.3390 .00011 0,/4 /3,7 0.39 3.0 0.0050 .01038 FULL 6J 1.25 6.8 0.0341 .00523 FULL 4.3 1.07 J.G 0.0051 .00537 FULL 4.4 1.07 5.7 0.0051 .00326 FULL 3.4 0.94 5J 0.0050 .00218 0.89 17.3 0Jl5 4.7 0.4954 .00218 0,26 17.1 0.85 4,7 0,0050 .00066 0.62. 17.1 0.62 3.9 -0.4267 .00066 0,20 :6.S 0.62 _ 3,9 ' ), ' l ------w 10+61.6~ E.C. LAT. "E·•~: EE·PROFll:E A8oVE + r- f::::I \ N02'25'48" E 32 66' ____ ___f'A_._W------------1~-I v1,~ _!Ot59.13 E.C. 8' r- ~ ffi U-1 w.l - - -·1/"l - N 02'05'44"[; .. • 10· f 4536 E.C. 1 CJ 277 CONST, DOWNDRAIN TO PIPE TRANS, PER O.C.E.M.A. STD. 1331, INSTALL 18" R.C.P. (D-LOAD PER PROFILE). INSTALL 36" R.C.P. (D-LOAD PER PROFILE). CONSTRUCT JUNCTION STRUCTURE TYPE I PER 0.C.E.M.A. STD. 1310. CONSTRUCT JUNCTION STRUCTURE TYPE VI PER O,C.E.M.A. STD. 1315. CONST. INLET TYPE II PER O.C.E.M.A. STD. 1302. CONST, INLET TYPE V PER O.C.E.M.A. STD. 1305 AS MODIFIED PER DETAIL SHEET. ZG.3 INSTALL 30" R.C.P. (D·LOAD PER PROFILE) CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 /'f.30°45'51"£. 78.8f!.' LAT.-'E·II' SEE PROFILE LAT. "[·4" r W.--t------<'1--11/-----□ 42•57 ' _/ LAT."E-10" • I SEE PROFILE c::::I + A,576.5□ ?8 ABOVE 10+23,79-- B.C. "-I t-09.75 8.C. + ABOVE .CJ + 1/2 0 1 2 3 inches on original drawing G __ LINE "E" ~0' EXISTIN'? STORM DRAIN ....J ::x: ~ ,::( z: OR. 16 15790 sheet 216A n~ ,-?on A efqe "AS-BUILT' ·,.......,,......,. _______ c..,u'""R'-'-"V....;;E ....... ...a;D,,.;_ Aa,..a..,T . ..;.;\ ___ __,. ____ 11 £. 7 •2·1 /2:£Vl5E, 5TaeMP,ewJ.J 0 DEL·r A RADIUS LENGTH-T AtlGEtlT , /./A/£5 /3" c." t::>" ~,, CURVE· DATA i---;,,,-~-3-2-, -21_·_0_0 .. -+---90-.-0-0-+--5-o-. 9-7-+--2-6-. 1-9--li 1?Evi5G 5EWER ,-,,,--,---------,-------,------~------t--o'V'c--t---------t------t------t------11 1 . CKa:S.5/N¢5 . .ee:v1:s£. 0 DELTA l?AD11.iS LE.NGTH TAN&ENT @ 88'43'28" 45.00 69.68 44.01 WATEei..ATEe.ALS ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY. SAN JOAQUIN HILLS ROAD STORM DRAIN LXWE STA.20•70.00-31+00.00 45 '00'00 4'•.·•u· 35.3'' 1".6.,,_, ('.;', 0'05'47" 201.3.50 'MARK DATE DESCRIPTION kPREPARc~ UNDER ~ I ff\' @ ~ v ~ u , ! 0 3,39 1.69 ' --JS'JFERVJSION OF I;;,. ~F ,-~ i\l ...... ~-+-------+------+--3-5-.-34-. -1--1-8-_ -64-.---r:;-,a-+-------+-------+------+-------;J RE, Is I mis i CARL B~. ,_,R=0G=E=R=s~-:::_-:_-:::_-:::,~R~.=c~.E':_.-:'._4':2~8~4~=7~-_, SHEET 216A 1 "=40" 1--®':"--+---4_s_• _oo_· o_o_·_· -+-__ 4_5_. o_o_·_, --11-------+------!--c..::.,-+-__ o_s_0 _2_5~• _s 3....,,." -+-2_0_1_3_._5_0_-+-_2_;, __ 6_._6_0_-+-__ 11_3_._4_2_--1IDEs I GNED LBI ~ scAL E I D/1.T E DHG. rm. ._0""!.'_,._ __ 4_s_0_2_o_·_o_b_· '_..._ __ 4_· s_._o_o_· _...._ __ 3_s_._G_1_' _.._ __ f..;;8_._7_9_' -"'---'®"--Lc.~-0_0_0=1_?_' _6_2_"_~--2~8_1 __ 3~-~5_□_..1.. __ z_c;~o~. 1_4-~-L...-1:3_0_.-1_0--'-o·RAWN _ __ I cHEbKEo J.D ~ As sHowN 1 . __ _ •P• s.o LINE RE~ srA.2o~so.oo-Jo+oo.oo -52[0,23JPFt 3091 3405 o7-Apr-B9 osiss PM/ 3091-2502 I r -: --_-....:___ ' 31+00 -w 32+00 32 33+00 34+00 w ------11f"58'0(i,'it,I/-I ~EMOVE-INTERFERING . 4z.,,· s --G '<':7 PORTION OF 24" R.C.P. .. 3e,,,oo_37BC. -V.'T .. £ -(3 -~-.' 34 35 L.;:ir, "e~.8" $E:E_/ r"RC'F/L.E-Sl/7. 215 tJ35°5o' ore: Jcf.U,/" ---------1----~ _i_,_ ________ _ LINE ''£ ,, EXISTING STORM DRAIN PLAN '~- COM5T, BRICK. • MOR1A1=:,_ PLUC,~ j_ '22-I-I NOTES INSTALL··21" R.C.P. {D-LOAD PER PROFILE) [□~THU[! BRICK R MUHT/>.Q PLUB • QEMDVE Ei1sr~B" R c.P. ~ REM(\\IE" rnTERFER1M1:i PnRnnw V OFZ4" R.C.P. ' 1/2 0 2 J..----: 3 i ncheo on original drawing lDR. 16 15790 Sheet 217A 9£ 289 PREPARED BY .--,--,--------:------------------ 1 ORANGE COUNTY REVIS£ STORM DRAIAI LJNES ·a,"c --o: f •£,". I R€:VJ5€: Se We'1 l! CRO$SIJ.l(jS. /?CJ/JS€ WATEJ{ l.A7lS"RA-l.5. ,, ENVIRONMENTAL MANAGEMENT AGENCY I SAN JOAQUIN HILLS ROAD STORM DRAI~~ STA.31+00.00-36+11-75 \ .. : ' I HYDRAULIC .ELEMENr L /,1/e ''F" 4 ':F" 5 IZ ·;,=--11'' 13 14 15 'r=-12., 17 - 0 DATA Q/o .?tJ.8 2.tJ /.t? I.Z IZ _j ....i - /8 IS 18 l -1 ..:. I - -- --! r =----~i.--:,~-- / 10•l~.13 • BL I n 5o Sf dn Vn de Ve /.t?I 17.3 18Z 9.£ .t?/E ,ff37 .t?t704 cJ. ZI //. 9 ,:,.53 .5',C. t?.4/ 3,/ ---~ -- --' --.. qQ-tQQ GY / - -, -!-t---. l - I ,- IS LAI "F·3" ~ A 5EE P~/lF/[[ -~ ABDVE / L,..J PLAN 1•=40• - 1----'-t----_-_ - -1- -, __ -- 16 --=---- ------ =---=-4- -, t -I • f· < ! --1 • 1 -::::c: ' -l ' - 1-- 1 =---=-_0 --------=-----------,L __ J-~ - j ' '----. -' ' -' -t • r---· I 0 zy ----r l -l - -- I -l DR. 16 15790 Sheet 219 Of 289 CURVE DATA ----"f _· f _ =-1 'l J t - -·t= -... , 'fl' ,c-I' l'.t="") • _,HO'M Off, !rt -1-f - !;; --_ -- ~ • t ~ l - 1 -+----- __ -·- - I ----- CONSTRUCTION NOTES INSTALL 18" R.C.P. (D-LOAD PER PROFILE) INSTALL 24" R.C.P. (D-LOAD PER DETAIL) 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 (L PER PLAN) CONSTRUCT CONCRETE SLOPE AP~CI IOR PER O.C.E.M.A. STB. 1333 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER O.C.E.M.A. STD. 1331 CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317. 1/2 3 Inches 0 2 o n o r I g I n a I draw f ng PREPARED BY WO BUtll 5TU:£? CCSIA l'ltSA, CA U!M 1114lS◄0-081JO ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN STORM LINE HILLS ROAD ORA IN. STA-10+00-00-18+00.00 AS SHOWN SHEET 219 OF 289 •P• S,D LINE •F• STA,10+00,00-18+00,00 -139[0,23JPF1 3091 3409 06-Apr-89 07120 PM/ 3091-5212 ti! / HYDRAULIC .cLEME/1/T L !Ale ''F" "F" 0 DATA ....J ..:..I -::c QJo D 0 /7 I!\ I 9 10+00 ◊ 5o Sf - 11+00 w-_ ___, \1 - --------6 ___ _ -- fD•l~.13 • B.L dn Vn de 12+00 .. ___ _ -- 12 ---- LINE "F" -- 27.& Z4 .t?/3 .,%''?/!: .,tJ/49 J.,tJI /7.3 J.8Z 9.Z ' • i 4 r" .?o.8 Z4 .tJ/3 .tJ75t,, .ptJS.:. 6'-80 19.;. 1,,;;3 7-? / EL £M£NT LINE 0,o D n Sc 5, dn Vn de Ve 1-----+-----+----t---+----i--+----i---+-~--i--+---1- HORJZ, I "='iO' VERT' I "=8' L ,..J " __ s __ -+ __ •-,=_" __ +'-'.?_'Q_._z_-+_2_4_,,_·_"'l_3_,,_·o_9._1/_1/+-.a_!9._'7'_9-+-v'-. '.7._'4-+_/_9._o-,_,:_,:;;;;_1-+_T-_._-11--1 '~ 3-; ·c:-13• ~.B >E 18 0.0,3 .ooso .ooe?o 1.50 &.4 1.21 1,,_4-'V t IZ 'r-1!" :?.O 18 .CJ/3 ,f9ii7 .t?&i74 0.ZI //.9 u'.53 .5,,:, 40 "£•/3' /.0 -',If 18 o.C13 .4-~78 .OOOD'J o.12 2.9 0.37 2.9 /3 "F-;f" j".&, IS .v'/$ ,t)/,tJ,:;, .,t},tJ,i!g C. 78 ,:,.Cl 0.7'/ 6,0 ( 41 '£-/4" ')./5 18 0.013 .0200 .0075~ o.85 &.2 1.17 1,,_z 1--1_4 ___ 1-_·r_-z_"_-+-_1._t? __ +-18_c-1-·-t?._13_t-._3iJ_7,_"S-+~--~-9t-tJ-._1s_t-z._._9_t-t?--_a_7-+_z_._9-i 1\-42 "£-15· o.7 1/f-1s 0.013 .ooso .00004 0.31 12.1 o.31 2.& 1_,,,/ 15 "F· 3" /.r,, 15 .t?/3 .C8'17 .t?M23 ,,:,,z,3 9. 3 6'.47. 3. 8 43 "£-;5" o.7 ;j: IB 0.013 ,321,1,, .00004 0.1/ 12.4-o.31 2.& \ JG •·p-12," /Z /S .C/3 .c?CSC .CJ.cV/otJ.55 /4.3 0.4/ 6'./ '-,a ( Q It) ) 17 "F-it" / Z IS .LJ/3 .3-56/ .ca:J/i O.i<i! 14-.I t?.4-/ 3. 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(D-LOAD PER DETAIL) Q CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. V STD.I310 Q CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 V (L PER PLAN) ~NS'FRUCT CON€-RETE SLOPE-ANG-HOR-rER O.C.E.fl,1:A;-'e;,) ~1;3~ 0 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER O.C.E.M.A. STD. 1331 CONSTRUCT INLET TYPE V PER O.C.E.M.A. STD. 1305 ' CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD. 1317 . 1/2 3 lncheo 0 2 o n o r I g I n a I drawing PREPARED BY THE "'"""'' -c!YIL EHlNErftlNO I/ E l TH -ARCHITECTURE \ •LANOSCM'E ARCHITECTURE ~ r" ·LJ.11~ SURYEl!MC COMP A,J J E;;, -cmrRuc11cx I\IJIA,El':EIII 200 BAAER STREtt COSTA !£.SA, tJ. 92625 ITHJS◄C>-0800 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ----------·-------- I SAN JOAQUIN HILLS ROAD STORM DRAIN STA.10+00.00-JB+CO.OO £ ~Z-1 Rt:v/51:. S'T'ORM DRAIN t..1NF"'-·a: ·c: ·o; (•c. Rev1,;e: sewe,: c.Ros.s,JJ~s. Rey1se . WA>ER l.AT6'RAl.$. 14) 8' S;',' 52" 1~81;,51] 30~.30 1~t.4f, I O DELTA RADIUS LEllGTH TAtJGEllT 15) 5° 52' 45" 195E,5□ 203.54 102.01 0 36°43'42" 45.00 28.85 14-94 1 ,_M_A_R_K~D_A_T_E~ __ Q_E_SC_R_l_P_Tl_O_N_----a,~~~~~~i~lg~D6~~-~~~~=~~, SHEET --. . - l-3@E--+---4-._-.,,-0-8_'_0_57', -+--4-5-.0-0--+---3-4._G_G_--i--f.-il/.-24---l--©-"2,_f----5' 59' 59" 1986. 50 2Q6.iJ2 1□t, ta. DESlGNEe r.~VISIOUS <CARL B. ROGERS -R.C E. 42e47 219A ---1-------+---------l 1-"-=="'";-~#F"i~"F~~~=----1 SCALE DATE DHG. rm. OF . ----~~---------~-cc .. · -----,.., ___ 0'-"'----5-•_2_~_·_0_._·_-_,_9_8_6_._5_0 _ _._ __ 1_B_6_.1_1 __ ,__9_)_. i-2 ___ DR_AWf!___D·J.l,L -CHECKED J.D. iAS_SHOWN -------~~-~---~-~~-~~ __ 289_,_. V f} (_'-7c;-•P• S.D LINE "F" STA.10+00-00-IB+OO.OO -139[0,23JPF: 3091 3409 06-,\p~-89 07=20 PM/ 3091-5212 ,~. 114' ls--, 0 111 HYDRAULIC DAT A • . ELEMENT LINE' . ,:Pie! 0 ,., s,, Sf dn Vn de Iii:: s ''F'" :u?.Z Z4 .tJ/3 ,0912 ,,:?1?79 ?!7~ /"l.(J /.6 I 7-+ " 'i"" /5.Z ?4 .c:V3 .05,:M> ,,::,,:,45' ,1. ,;&, /_,., 7 /.<1-f ,;.;. 7 ",C" I&· t.,, 24 ,,:J/3' ,&744 .a::>,ZZ L?.S.,f, /4,7 /./,; 5-t. IS "F" C,. 3 ?4 . ,:J/3' .l?a.5,i? .t10i1Td 0.•14 /2,/ C.88 ,:.7 16 "F'-:,> .. /. ,;. IS .&/.3 .,:?,!J',f.;t .tlOOZil ?l. Z 3 '?. I ,;47 a.:, /9 "F" /, '3.7 18' .,:V3 ,/ll?Y ,,tl/?/Z &,47 t,.Z ?l..79 4,8 M "F-4" s.z /8 .o/.3' ,,:?/!JI? .t??l.Z4 ?}.. 7:, '7.3 "'-86' f..S _21 ··r=-4 "' s.2 /8 .?l./3 .ftzo· . .,:J&Z4 !?.ZS II!.,; "'-tf8 ¢. /J' ·zz "l"-/!J" /. 3 /8 .?!/3 .;;-,; ,t?ccJIS' a./9 4,3 c . .;.a z.l Z3 ·;c-5" 3,7 /8 .,:J/3 ,// /,ti,:? .a?IZ ,:?. ,:;; 8.:" <J.73 4-if ;J4 ·r-5"" /. 8 /$ .67/3 .. '<~40 .tlt?cJ.5 ,:?, 17 /t.·,o ,:,,tf',(J eJ.4 I l ----~-=-==-""""---------- ' 'l-)ts \l, ~ ~ ~~ ' t, -- HORIZ• 1 "=40' VERT, 1 "=B' LINE ''F" 0 0 ® I ' D" -"· 16 15 3beet: 2 ,.,, 790 --Of 289 CURVE DATA - DELTA RADIUS LEllGTH 14°46'17" 1986,50 512, 14 45'00'00" I 45.00 35.34 I - I --- TAtlGEtH 257.50 /13.t,4 -- MARK § INST ALL 18" R,C.P. (D-LOAD PER PROFILE) @) INSTALL 24" R.C.P. (D-LOAD PER PROFILE) 0_66 CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. V 1302 (L PER PLAN) ~NS'F-Rt!€-'F---INLET TYPE V PER O.C.E.M.A:-STEl. ~05--A-&--MOBIFIEB----PER--BE'FAl!::-SHEET Q CONSTRUCT DOWNDRAIN TO PIPE TRANSITION V PER O.C.E.M.A. STD. 1331 Q CCWST£t/CT Q/tVA?£CEO 07//CRETE CcJLL/!R V PER LJ.C.E/>1A. ST£' l.317. I /2 0 2 3 Inches on original drawing -~-- c:ff ~ "" "" Ito. 26936 ~ "" PREPARED BY {I EXF. 3-31-fJ.1 l} □ THE -,c~'"' -m:~mlND ~,r-c1v1t., ~~/ I\EITH •-'-~CHtlEC1UR£ -~~fimu~t COMPAtJ T i:-s :L~~' G~~m!MD OFCM.1\.:.,-• .. .. •• -~U~J}r" --' 200 SM.ii u~u, CCSI,'. MESA, CA g2$2$ 11141~40-0aoo ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAN JOAQUIN HILLS ROAD , STORM DRAIN LINE OFO STA,18+00.00-26+00.00 DATE DESCRIPTIO!l PREPARED UNDER I. _, d, .Oa...« SHEET SUPERVISION OF 220 REV I SI otJS JAMES A, ::JA R,C,E,26936 ' ' ' t, ' i i ' DESIGNED . SCALE DATE DUG. tJO. OF !DRAWN ' JcHEtKrn a AS SHOWN 289 ---~----------------. -•P• S.D L1Nt. "F" STA-18+00-00-26+00-00 -139[0,23JPF: 3091 341,0 06-A'pr--89 07:21 PM/ 3091-5212 ' -_- , _ _.::.:_)____, __j . I : ; ' I !: HYDRAULIC·DATA 0 (\J (\J • 0 z t,-: :::c (/) L&J L&J (/) 0 0 0 0 ❖ © N • ~ (/) L&J z -..J :x:: u ~ a: l:LEMENT LIA/E 41c, n n 26+00 ---- -144+~ 27 L_GAS LINE t5Y (}THEK5 G -- So ij .,,,,, Vn de (,' -r- "' w -r w . "" "' "" I c:, 1 .!.0::~f1" ~ " . . " l® 28 :SJ ;;_, .,. cc -- Ve ~ 7 2GB ;'.': ~ ifJ >-' 2 sos IQ >-' "' <.} 2 <C 1.6 ~ "" ,,.. C, ~ .,.. er :a: • G\ ~ .,; a,'; ...., . ' -~ .,, ,,:;N; • ~ " ~.o ,.:,_ 111°'· 0.. . -j.. I.L ' LO §l ~ 8 ·' ... -',> ;-:1:i.., • --. 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I. ,- - ' l= I __ ;_ - _, ____ _ L□NSiKU[I 13~"CQNCRCTE SIDEW~LK PER □.LE .MA. STD. I2G5. ,s;;i, INSTALL 6" CLASS 150 A,C,P. PER l,R.W-D. V STD, SPECS. SEC, 15072, COtlSTKUCT t'-r,," CO/YC. MOW 8TlrtF A8 /'£Jr DE:T.4/L Ott Sl/££T ZZ7. CONsmlCT LL)Cf.L Ot=,~/ON ~ err, OF J-le1,/Fbf',7' Bt:ACl-f STP . .304--L, Al-JO DE7AIL !-IEREOl-1. CO!IST/fUCT SU!fVEY MOl'IUM£/YT TYF£ 'A" /'EK O.CEM.A. STO. FLAfi /Yo. 1405. LAND5CAP£D MEDIAN TYPICAL SECTION AS PER □.LE.MA 5TD. 1114 8 CONSTRUCT 1d-o"c□NCRETE SIDEWALK PER O.C.E.M.A. sm.1205 -I n < ' :§ u, ------------------·...J 'A'S-BUILT" DESCRlPTION REVISIO.JS B.E. PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY .. STREET IMPROVEMENT PLANS FOR SA~J JOA~UE ~J . i~i K ll§ ROA(v I STA.136+00.00-147+00.00 LPREPARED UNDER /. , , d, LJt1-,,JJ... SHEET LSUPERVISTON OF 223 JAMES A. D/11E R.C.E.26936 ...J -:,: ·--::, C, < □ -, ;:: w :c: w > □ 0:: fl: I· DRAWN D-J. W. I i SCi\LE I GHEtKrn...LD _ I, As_ sHD\JN DATE I DIIG. tlO. of 289 f-w w 0:: f-. u, - -------,.....--=-----'-------_---lS 7<:fO •P•ST. S.J.H-1-i STA.136+00.00-147+00.0D -52[0,23JPF· 3091 103 14-Msr 89 08136 AM/ 3091-999 _J I i i i _, I I ,-------J __ u, "' u 'I\ \j \,J ~ lo ~ ~ ,ll- ~ 148+00 I 1 1 t-----::-1 --i ' ' ' --! ' -I OP-OE Cl:JRB ".'.ORcfiB SfcDE £XISTl!Y$ 22' FASEO E5!•1'T -=.z4•s.o.-- ' _i .. I 00 ·•• .•. ' ' , __ _ 7SrESJ. Er.L ,c:, ID5=EE,Tf8•5□,D□ . -~ 1 :3 B ~DB ~/4,---:: +-C:: 2. • t-0 .lt % -===i,-~· ---t-c-i--+--+---i I 2'-0" BATTER :n2 LEVEL MODIFIED 50% CURB DEPRESSION A2 8 1--' ' ' I ,_ I I .. ' -1--1--"-t _; j •• 7 I ' A 8 C D I I 1--- , I I I -1 1-I I : --L ' /0' !O I TOP Or t,./ALL ' rr;._c:= ~iN~ln N ~ ~ I -½' I :~ '4\--• ! ----i---------: ' I ' • I ~ ~ti,; ! ½ , , , , I I cl tR,0-4DD'¼ \ I 1 '-') F!/J/SHEO GRAD:2_ W~:.;=~=-:===:c-=-+1 ==-=--=-==li=-==,;:=1:-=-==-=-=-~ HORJz, 1 '=40' VERT, 1 "=8' 1 "=40' ,_ -i ---'d 153+00 --- 9 ------.. ------------------- 1 - I ---I • • ' -i j --_, I I 154+00 1--- 1 ' I I 155+00 ._; w .; I;, 'I, ~ " ,;, f\-_ 1/j --- 1 I I 1 1 ----1 m=1,•~ ==-c===== ~-1 I -=--;:J I ~ ! ! I I I I I I • ' -I C.8. # 9 l'l.r.5. ~ I PMH I TOP Or FOOTING I I B A 1--~'---"" L __ _j ELEVATION t1Aso;J RY. t,.J,t,J_L C 23 1 0 PHH 8' Ol----"' MASONRY BLOCK WALL DETAIL N .T.S~~~ ~:--coNSTRUCTION NOTES • ~~ . ', g REMOVE 20 L.F, OF TYPE A2-8 CURB. ./ • , :', /4\ \ , Q REMOVE 20 L.F. OF EXISTING SIDEWALK AND RECONSTRUCT WITH' ~ ~ 6" THICK P.C.C. PER O.C.E.M.A. STD. 1205. \\"'@ CONSTRUCT 16 L.F. OF"MODIFIED 50% DEPRESSED CURB" PER DETAIL "A" ON SHT. 222 AND CONSTRUCT 2 L,F. OF TRANSITION TO JOIN EACH ( \ ··'------. END OF EXISTING TYPE A2-8 CURB. REMOVE AND RELOCATE . '---, IRRIGATION SPRAY HEADS TO EDGE OF', 20 FT, ACCESS AREA. ,• ) § ~::::~:~·::·~::~-8::~~p:~::~:~:2~;~~:=:::.:A. @ STD. 104-0,lv'=2.0' @ , COl'iST/fUCT 1<c," COHC. MOW ST/F'IF AS FE!f l!ETA!L 01'/ SHEET 227. 8 CONSTRUCT TYPE "A1-8" CURB PER A.P.\/.A. STD. 104-0. 8 CONSTRUCT 8'-6" WIDE CONCRETE SIDE\IALK PER -=---"o.c.E.M.A. STD. 1205--= ~®=~~:zi-=-Ff;;;; G ,7;, ~ Pb',YJ1 UQ=-~~-~-1/~-~ 0 CON5TRUC.T LOGAL DEPRE:SST51f PER CITY OF N,0. 5@,_304-L, Af.lD DEeTAIL-HE:P,eD>-i -• "• LANDSCAPE MEDl/lN TYPICAL SE[l\DN PER DL.£.MA STD. 1114. CONSTRUCT I01-0" WIDE CONCRETE SIDEWALK PER O.C.E.M.A. STD. 1205. COIYST/fUCT SUlfVEY MOIYUMEt/T TYF£154" FE!f QC.EMA. ST/J. l'LAtl /405 1/2 0 3 inches on c:f "" ll;! 1ro. 20000 I {:r EX?. J-3/-83 ~ ~I>' f',Vll ,-A~'f:: (C OF CA\.\'f\l" 2 01-lglnal draw Ing .,. I "' < ORAtJGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY c DR, 16 15790 Sheet 224 Of 289 [---~--------------C/l CURVE DATA 0 DELTA Rt,DIUS LEUGTH TAtJGEflT 1·1 I l-0-o,c--l---1-4_'_2_4_'_3_2_"-f--2-0----l---------1--:C:.:::-'.:"-'__J1. LI. ll/~/q1 REVIS£ 13/1<£ TRAl'-f--';E--t--------f----O.:_O_ • .:_O.:_O_-l-_5_0.:_2.:_•_9:_:7_-J-_.::2_::_5_::_2_. s=-2=-~ AR""-,.,D 1>1V1t1. © 14'24'32" 1949.00 490.14 246,37 -1£"15/'11~~Eos.ciAcas5 ·1 0 14°24'32" 1984.00 498.94 f--_2_5_0 ___ 79--':£ z,qz •"AS·SUILT" "' STREET IMPROVEl1ENT PLANS FOR·~ §Arj JOA~UTI fj i=i Y ll~ ~OAfO STA-147+00.00-155+49-07 C/l < ...J Cl. >-- LU :c WJ > 0 "' fl, f-:,;:-+-------1---=--=--:..:_-1------=--::...:..-+---=-=--:__:__J;~ 0 14,24•32• 2001.00 504-73 253.70 ,IMARK DATE DESCRIPTION i1rn~~~~T~1g~D~~ iA,,.,Uka,u<h'-< SHEET , ... r• 4 >--C. C.. w l-®-':Cs'-+---1-4_'_2_4_' _3_2 _" ---J'-2-□-4-2-.-□-0--1--5-1_3_._5_3_-1---'2-'-5 8-. 1-3--.-1; REV I s I or Is II J flf;ES fl. D "'.l E R . C . E . 26 93 6 -~I c-"_c'-t-------+ .--'----t---'----=--_-1--==---=__J. DES I Gt JED B.E., • ~ SCALE I DA TE DUG. [!O. ---'---------'---~-~-C-a-~~··~-~··~-~~~~~~l'oRA\/N D-J.lJ' [c_H_EcKrn_J~□~ !AS SHOWN I ---~-__ ---- of ~-289 ... -•-" (/) J) (e., { l::, •P•ST. S.J.H,R STA,147+00,0G-155+49.07 -52[0,23JPF1 3091 104 14-Mar-89 11105 AM/ 3Q91-999 ,--+1--+--+----l~ I - \ I ' [ --I t ' -, -------1----- ~ . i . -- . --: ==-t-- 155+00 ___ __,,.. ~-..._,,---~ ------~ / --__ ,- 575.lq-fL B" c.r 5.l5.18~r:L 81' C.F. 515.qf·F' B"C.f. sis.33-n. B"Lf. "'-- L!J ~ z C\l -..J i-: ::c ::c Oen !;i L!J L!J ~ (.I) 571.&S BTN. CA{ __ 57f.'!,; TOP WATER " .•.•.. ~ .. -.. 156+00 I --1 EL CAPITAN /DR. ( ! \ ( I ' ••. '. '. '. . : • : .. -. : 248 =, I I-1 157+00 Z29 i-----,-1 _,i ' I ! i i -, 158+00 1 59+00 24{! fflOF'OGE.D '22'FASEO eA5E/-JE.I/T- CABLE T-V. e,y OTHEfiS (TYi?) ~ • JI g / I I 1 / / i i -+--•1---+-1 H0RIZ• 1 "=40' VERT• 1 "=8' I I ~+-~~ --------i-i -~------+--'--+---+--_µ_ __ --- 1 I Jf/W 'J -.--,---,~-'-'-------,,,_r-:-;· LocAt. 0.i?RtEG.!7/t:JN 0ETA/L. C.B. *IZ N.r.5. w rsil Ar;i 11-~,,1 ! __ 1 "=40' i --i --+!-_ -+--+' '_____,-1--+--I I ' L t -i i ------ -- -- #.T.G, l------i1 +-I ' ' I 0 • \::j I L - -- -- I I DR. 16 15790 Sheet 225 Of 289 ' I , I _I ' ' ' ' 164+00 fl'' c..f. • bDl.1~-f-~- B"LF. -(j) -<JI .,,. 0 0 b 0 cl i ! ' I : j _, 0 <:<) --+ • --! --~ U) <00 l ----+---+ ..... t.D -i ,- ' I -i -1 I o It) I o co=l=---l--1 ' U) ·=1 '~<DO i=l~r '° ~ Ii.I i I ' ! I 1600~~ i----l-i I I - 1 1 0 1 --1 I ~ I_ ----t-----1 _J - - t I I .. .....; -I 1-L i • q , 11--0 ,600._0 :=1 ---+- I !---,-----i--+- 'I 165+00 z - I I II -1__ -r----i i I , I -- - I _[ I - ' - -! -.. I ' I CONSTRUCT .so· A-C-OVER 1-82' A-B- C0NSTRUCT "A2-8" TYPE CURB & GUTTER PER A,P,W-A. STD-104-0, w,2.0' CONSTRUCT TYPE "A1-8" CURB PER A-P-W.A- STO. 108-0. / -------.....,.,.-------~ -----------------------------:::=:===:-... ~ CONSTRUCT s'-6" \/IDE CONCRETE SIDEWALK PER -~-~ o.c.E.M.A. STn_. 1205_. ,~ ( . 05 • -REMOVE 20 L.F:OF TYPEA2:8-CURB-:--~ ~~ U---. 207 R~MOVE 20 L.F. OF EXISTING SIDEWALK AND RECONSTRUCT WITH <-~ ( "> 5 THICK P.C.C. PER O.C.E.M.A. STD. 1205. / i • .. @ CONSTRUCT 16 L.F. OF"MODIFIED 50¾ DEPRESSED CURB .. PER DETAIL.c . \. "A'" ON SHT. 222 AND CONSTRUCT 2 L.F. OF TRANSITION TO JOIN EACH • '~.. END OF EXISTING TYPE A2-8 CURB. REMOVE AND RELOCATE __ _,. ---=\ "'l~A~!>~H~-10 EDGE OF 20~ ACCES_§__A~---------".'. - s·~CONSTRUCTLOCAL!5EPRESSION PERCITY-OF-NEWPORrBEACH_. . STD. 304-L, AND DETAIL HEREON. LANDSCAPED MEDIAN TYPl[AL SEC.ll □ N f[R D.LLM.A.5JD. flit CONSTRUCT 10' -o" WI DE CONCRETE SIDEWALK PER 0.C.E.M,A. STD. 1205 c0Nsr.e11cr l'AJ?KWAY cuLve,e-r PcA:tJ.C.EMA . .:;7z,_ PL,iN /30~ TYPE_ '7,/ " - ?tM/STIZt/C.T /'-C,," C&A/C_ /VltJW 5Td?IP r'e£ PE/?11(. S""n'T-Z 1!'::7 COHSTKUCT SUtfV£Y MOt/UMEttT TYFE "A' FE/f 0.C.£M.A. STP FLAH /,f{lS .,,. I ,.., < c:, "" U) .-----------------~--~ PREPARED BY ~ □ THE =nm;::m ''El TH -"'""'"""' • -LASCSCJJ'~ AACH!TECTUR:!: -COM? AtJ I ES =~~M~~m~HG ~ l'WIMEl'IENI 0 < 2cc BME!I STREET COSIA IIESA, CA 12s2g (7\0~<10-0800 ,--,--,---------:--====-------------"5 ORANGE COUNTY -I ENVIRONMENTAL MANAGEMENT AGENCY~ -:,: -g /I-/Cf/1:5 /JAi ORIGINAL lJRI/WING· ,------~---------J STREET IMPROVEMENT PLANS FOR c:, "- CURVE DATA I ,s 7 O:,oST, S.J.H.R STA.I55'49.07-165•00,00 -52[0,23JPF• 3091 105 14-Mac-89 01 ,33 PM/ 3091-999 C/) < J ll. j_:_ __ I ! I I • I ' • ----------=-!.= . _:__ -~ I 0 0 ci 0 -I ---+---1- 0 > i 1 cl I ❖ c'f'l9t'o-=co 22, l!) l°Ase.o C'\5 SDD.5 • L c5" C.F. &ous-r:L 8" C.F. • -- w_ -I I "i lf/W -- K/W 1-I I l --I. I- L ·---- Lot:At. PE?RE5S)ON --- C.B. #" /3 N. T.S, • ----- /II. r.s. 235 /,:, If! r 8 Z 7. 81/0 u:l#C: /11t1H/ STE/P '.· : ., ... ___ ... -., l 169+00 1 70+00 .J HDRIZ• 1 "=40' VERT, 1 "=8' . . . . . . -- - 173+00 r WA/E:f?. LtJE To ee cot-15Tf',1.JCTEP FER l8WDP/.AIJS I i I \ II --~ ,J ,; l \ /f;W -.- 174+00 ------------- &-20 -, 175+00 I I I I I I I I I - I I I -1 -1---+--I j • : ---r=- --- ,--I -, I ' t= l==i==i, I I -I ,'--ti-' I I ---t--1 I .::j I -t---I -----j--j------j ! I ' ,- :__:________j_ I - ! • ; i 1 CONSTRUCT .so· A.C. OVER 1 .82' A-B- CONSTRUCT "A2-8" TYPE CURB & GUTTER PER A,P,W,A, STD, 104-0, W•2-0' W CONSTRUCT TYPE "Al-8" CURB PER A,P.W-A. V STD. 104-0, I- , __ : __ ' = ~ CONSTRUCT 8 1 -6 11 WIDE CONCRETE SIDEWALK VZ\P_~~. c. E. M-~£]Jl~· I?~ ~~m~~ LJ CONSTRUCT LOCAL DEPRESSION PER-CITY OF NEWPORT BEACH V STD. 304-L, AND DETAIL HEREON. 8 s LANDSCAPE MEDIAN TYPICAL SECTION PER O,C.E.M.A. STD. 1114 I STD 1$-g __ CONSTRUCT MEDIAN -TAPER PER A.P.W.A STD. 108-0. CONSTRUCT 101-0" WIDE CONCRETE SIDEWALK ?96P•ST, S.J,H,R STA,\65+00,00-175+00,00 -52[0,23JPF• 3091 106 15-Mar-89 07:40 AM/ 3091-999 I "' < ,, ' - ' ' 175+00 28(, 176+00 248 ._; ui N 177+00 "' PflOFOeED :ze' F'ASEO eASl=.HE.NT-0 "' • "·· ' 178+00 ~ 'W'.•r,!tl 15 ' <l', 179+00 : .. 248 . - 0 00 i -- HCRIZ= 1 •=40• VERT: 1•-s• ----" --------------------f------------ 231 ' . I --I--1 1 82+00 1 83+00 O' \ ! ; -1---- 184+00 ' .: ... -: ' I ' --t .. :::c ;en ' 185+00 186+00 • ? § ~ . @ " CONSTRUCT .50' A.C. OVER 1 .82' A.B. CONSTRUCT "A2-8" TYPE CURB & GUTTER PER A.P.W-A, STD. 104-0. s" J'--.:, § CONSTRUCT TYPE "A:-8" CURB PER A.P.',/.A. ' : i -, ---, ' /',V STD. 104-0. . ----~ B c □NTRUCT s'-s" \JI DE CONCRETE SI DE WALK PER ~JI{ ~ F~□-C.E.M.A, STD. 1205. i :;;;::~ ~~~ ~ -~~Et:12~·£'f~½~-=-+,i: ::::::r ~ Q; "l)')J . / ~-~~~ !/"'-,# __ ,,, "'=-'= i . . . -. . -.. . -, ., f· ,, -a,=; O' . -'. \. .. •. ,· ... _ ____Ji .,_ ::! ,. • § CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH ' ~ J---'I-" , !(;1-Q STD. 304-L, AND DETAIL HEREON. -"" w w G-22. 7~ F.L. / a•,:;~•,-=. ~ -,J] ~ ' ,. re.-, E,22..4-'H'.'L ...., ", to / 8" CF. ..-J==~=j=~(1~)_===· ~~"'=-. ' ., < W i;nm .• c-1 B"C.F. &I7.E,2-F._L 8" C.F. / I I ' I 1-=-:---------~-'-l_~ _______ _j _____ _:§'::_J__-----1-:.a r@J ri s9•13•oo·E "-'\ OQ 1 7 6+ 0 n 1 7 7 ~ 0 Q -,_1----1------, -, 8_;_0_0-,--+---j-=----"---1 7 9: 00 ~,--------j-f-----1 8 0 ~ 0 0 1\ s22_az,r.L ©J r '81 +OD 182~00 B"CF.. 9 \ 622.f.,·El_ ~ ✓, 30"5-D B"C..F. ---1 b22.Zi·F.L. 5l an tr" 23D I/ 5"C,F. SIB.I:./ B'TN. GAS to2~.!JE:,·F.L rt"I J('I ,,,.---_GAS 5y □T,, 5 _ _ / 616. 31 TDF WA7H r J B" C.F. ____L_ _ ' (0 (\J (\J i-: :c (/) u.l ILi (/) ' .·: ·-. • --· -,. ' . . ' ·, -- ...... '• .. . -· ·-. ,. -------~.·+---~~0~w~7~--- 1 e-Ey 17 1 F"l B"C.F. bl7. 'l.D·F.L &"c.r. ~ r_ Cl-EV., T-C. r"W.J& o.o~• ' n'I"": \ R 1/2" O'!....!!.P· '- 6" I• J ,12-I PAVEMENT W JOTH TO THIS POINT ) CONC. MON &l"1f" CONC.~~,JOWl',,, N-ID JOINT l"lllr,~'i TO I M,l[TCH ,_.,EDl>J',,I CIJlltS,:ll. I -I" RADIUS • ~ v·~=-1 / ~ • ;;'. R=l/2" ., m ~ ... ~1:;-::-:r:;-:LE;;V:;:~,:::,,::;c-£=~t-__\~ SURrACING :I I'-B 1/2" . ' 183+00 -- NOTES: 1.~f>Q~ Ol"F~ ~ ~P' (! ME!.D~ MOSe f"..r", t.,,.-............ wo= t,,' ~-.'l1c,.,1 r=. ~w ~;, T0 M!l!i '1\:)l'"'Of= c.111., rt>e ~N, t.t~ l"'l""UING,Ett:". :,_ WHa-1 c~ OIMe'.1'19101-J eu MOW ~f" ,..,..D ..-.0.JACE'.NT o::::r,,JCRST'l=, ~C'TU~ (C.-E'o., n>e, ClR,A,IN, ETC,) Peca.tfS L.eS/;> ~ ,t.i.o-, "'~ MOW 9rRjf" INID'flt /"'.9' P.e!QUIREP W ~ ~p STIWcnJ/t.E.. - I'-h" C:OIVC!eETE MOW ST/clP OE17JIL N. T. S'_. 1/2 0 3 Inches on orlgtnol drn't't Ing ----------- ----------------------------- I -17' @,' ®) .• -_-. -·. ~ ~ 0-c.;. . -----------:, ::J 0 ~o~ ,/ -----------__ !l o· ----.____ ~o :-~ ~-:-~-~ -,. . ~ ~ -. . .. Q:) w .r~~ -~. 8"/;·0 ~ -,,. '24f LANDSCAPED MEDIAN TYF\[AL SECT\IlN PER DLE.M.A 1114_ -184•00 ~ V,/ ~ ~ -48".S.Q'='°----=---~ \ 04 CONSTRUCT I0'-0" WIDE CONCRETE SIDEWALK PER 1.£.J ---=::......::: :--::--~ '.?::::::----1 es r --E T 2 -= ::C:: ""' 0.C .. M.A. S D. I 05 I I I' .,. r 1 ~~ --Q. -----c----~ ?--..: (\/ ~--L'tJNST£//CT PAJ:'J(ll'AY Ct1lVe/c'TPElftJC.c.UA-::i/JJ-P,f,tA/ ®J· =--=--::---r ----------~ 18§ (\J -/5tJ4-TYf'£ ':<\ ,-__ t'l < . 0 c:: 5 -::_ ••• -.-, . ,,·'. _ _ :::---... :::---... B"c,F. -8 &:J/i/~7,TZCJCT /'-&"C:<7/4-'C:,/'1L7k/.5T,e/P /'£.e 0£7?,/L 5/iT. Z'Z7 =-::::--.. ~Oz 07 /..: fc'"---------•----------'.3 --- DR. 1615790 Sheet 227 Of 289 CURVE =--. -:::--!_"c:r: ·r:i_ J:' § CO!fST/fUCT S/JffV£Y MO!iUMEr/.r PREPARED BY ..J -_::::--.. Cl) TYr£ ',\" rtlf 0.CEM.A. STr.J. □ THE :nt,t'" i rLA!f M /40~ UIGl~Ern!JO -. 110. V. !'El TH •AACH11Et!t~E I _ ' ~-·1.u \ •UJWSC""E --_ -~: -' ·_ ·.· _· . : lf/ I AACHlHC1urE _ -COMP At! 1 l='C: =~~~.~u~m1xo ::, • • ..... -..., rw;;.:,u-JlC~ □ 200 euat nREET COSTA rl!:S~-c~ 92625 (Tl!J~,o-oso~ < ,--..--..---------•• ------,---------------0 ' •□RANGE COUNTY -, ::: ENVIROIIMENTAL MANAGEMENT AGENCY ~ [--------------------"' DATA ' 0 DELTA RAD! US LEtlGTH TAllGErJT I STREET If'.)PROVEMENT PLANS FOR "' 0 u.. 0 33°12'48" 2800.00 1623-11 835.07 I "' < ..J 0.. ,. • I Sf ~ ~ § 1 ~ n, ;s -+- ..-<..) p ~ i ! l---. i ' ' I ' . - --1-+----i -----t---J----t-----j--~ I I - . i I ,---j__ -: -+-_-_f-----+----, l-+----4_ : ___ -,_---+-1-+--+--+----+-f---+---c---+--,--+ ,' -~+--+-----i-+--+-1 -' i ---I ' ' w =:_------------4----,t---i!ci,rt--f---.--R==: y; =i ' n I t-----L._--w 13" C.f. --l 87+00 oo ~3"(F. --4g"s.o.- t:102..01-F".L. J .,i; 0 l,fl ! _t 188+00-I ,. r, ~~/~f;~"C=.F~-===~:=_--~-.~1-~~' .;_ '~-~~~--~_:·==========:=;=;_=;;;;;;;f;1:TEJ,~;;;~---~;~-t-~_i ., -- LOCAL 0EPR£55/0N DETAIL C.B. #/7 N.r.s. Lot:AL. C.8. ~/8 N. r.s. j/ 190+00 i . ' ·- -- ' I . . . --1 :__ HORIZ• 1 "=40" VERT, 1 "=8" DR. 16 _15790 Sheet 228 of 289 1 "=40" ---~----------- I 193+00 ---- 1/2 0 3 I nche~ on orlglnal ' t 194+00 2 drr:irrlng -I' . I I I 195+00 j 0 • 196+00 i -I ' _, ' . 197+00 CONSTRUCT .so· A,C, OVER 1 ,82' A.B. CONSTRUCT "A2-8" TYPE CURB & GUTTER PER A.P.W.A. STD. 104-0. CONSTRUCT MEDIAN TAPER STD, 108-0, PER A,P,W-A, CONSTRUCT TYPE "Al-8" CURB PER A,P,W,A, STD, 104-0, CONSTRUCT s'-6" WIDE CONCRETE SIDEWALK PER o.c.E.M,A, STD. 1205. COfJSTRUl'r MASOi-lRY ~t, /.l4lL _PEI'/ O,C.H.A. STD-PLAN N0.1414 AflO Ot::7AIL B __ Z4, CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH _STD, 304-L, AND DETAIL HEREON. CONSTRUCT PARKWAY CULVERT PER 0.C.E.M.A. STD. # 1309, TYPE "B" LANDSCAPED MEDIAN TYPICAL SECTION l'ER ll.LLM.A. STD 1114-. CONSTRUCT 10'-0" WIDE CONCRETE SIDEWALK PER 0.C.E.M.A. STD. 1205 CO!iSTffUCT 1'-G" COf-/C. MOW STff!FAS FE!f DE"Tll/L ON 5HT._ 22?. ORANGE COUNTY i ■ Cl "" U) __, __, -:,: ENVIRONMENT AL MANAGEMENT AGEtJCY < r~--~c----------------"' STREE~MPROVEMENT PLANS FOR §A~j JOAQLJ li ~j "" Cl "- Ul < ' ..J ' 0.. 197+00 198+00 L LOCAL £1EP,"1E55/i:JN 0E7AIL C.B. -,;f:/9 "'· -r. 6. LOCAL .0EPRE55/cJN DE"TAU- C.& ~20 ;V.T. 6. CONSTRUCTION NOTES 231 233 CONSTRUCT 0.501 A .C. OVER 1.82' A.B. CONSTRUCT 11 A2-8" TYPE CURB 8 GUTTER' PER APWA STD. 104-0 CONSTRUCT PARKWAY CULVERT TYPE "s" PER 0.C.E.M.A. STD.1303 11S11 PER PLAN. CONSTRUCT MEDIAN TAPER PER A.P.W.A.STD. 108-0. CONSTRUCT TYPE" A!-8" CURB PER A.P.W.A. STD. 104-0. SAWCUT 8 REMOVE EXISTING A.C. JOIN ANO COLD PLANE TO SATISFACTION OF ENGINEER. 22') CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH , STD. 304-L. AND DETAIL HEREON. G CONSTRUCT 6" SCH. 40 P.V,C_lJTJLITY SLEEVE WITH PULL ROPE V AND END CAP PER O.C,E,M.A. s·ro. PLAN 1760 (PRESSURE LINE) b02.4t;·F.L / B"C.f. 199+00 - .. .... H ::c (/)~ l.&JN L!.JN (/) 245 LMJDS[APED MED!A),J TYPICAL SEGIIIN Pm D.LE.M.A. STD. m~. CONSTRUCT 101-0"WIDE CONCRETE SIDEWALK PER O.C.E.M.A. STD. 1205 CONSTRUCT l1611 CONG. MON STRIP PER DETAIL ON SHEET 227. CON5T"KVG1"4" ·n//C./; CONC,. M&DIAN F'"9VING PER 0.C..&;MA. 57".i:>. lt>0-0-0C.. CONSTRUCT 24· WIDE COMMERCIAL DRIVEWAY Fi::R O.C.E.M.A, STD. !210, REMOVE EXIST.CAP AND JOIN EXIST. IO"WATER LINE. ' -, . _, a-.- DR. 16 15790 Sheet 229 Of 289 ---~----------------- 1---•. ~ --i- • - - L - -- - - f4B <t T££ IMT£/fSECTIOrt ST STA. 206, f 27 GB •ST Slit l4?t !4.75 t'£L!CArt HILL f(D. ( IW/3ElfT 15£11'1, WILLIAM FIF'OST .!< A5S0) 2 o r i g i n o l drawing I ' 0- c:, cc: -------::3 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGEtiCY ...J ~ :I: -,_ < re--------------------UJ STREET IMPROVEMENT PLANS FOR JOAOLJ1W I ~ 6/~/g~ "AS-BUILT" PER CUR VE DAT A C□NTRACT□A'S PLANS ,---,,---.----------·---...a ... , ---=----=-...,.------..... ---.------~ M 11/S/'f. REvtss 8llr€ TM,L Q DELTA RADIUS 1:E~!GTH TANGENT j /.',_ 1 AMu.vt, s>. M,H. 1--0-o:,~-+-----B-2_0_f'_,e_•_4_1_·_· --t--3-5 ___ 0_0_-+--5-c ___ 5_9---+--3-0 ___ 9_5-----ij &n A'S, 6Uil-'1 >--@-02~-+-----9-9_0_3_5_·--1 7--.. -+-----3-5 ___ 0_0_-t--6-0-. 5_5 __ ,_ ___ 4_1 ___ 4_2--1! MARKI DA TE DESCR I PT! ON I' ~E~~~~T~ I ~~D6~d/~~4--d. t' _Jtl_,,g_ I--G'l-03~-+---------------+---------+-------+---------;.i ___ --:R~E,;.V'-"IS,,__,_I,,o,_,N,,s ____ -!',~"''A"'--'VibE_,,s'-"Ar.----"D,;cf'u""'E_,----'-R'-'.'-'c,__.,_,E"'-'--'.2""6"'9"'3"'5"-------'--i ~, 110°26'Fit1" 2.00 5.95 23.94 ,-B.E I O--~~-+--------------+-----------,~------+------~',,,D,Ec,S(Gr.ED'.--:';=;==· =;c=-===;c;;c-c=---ll SCALE DATE I D\JG. NO. ~----~---------------~------------'------~---~~~--~--'~~~-~--~------'-i1 ORA WN-D-J LJ. I c~c:CKED J.D. l As sH□WN _ _ -~ ~ _ STA.197+00.00-205+77.49 SHEET 2:29 of 289 __ .. _ .. /lo J,S 1 <pf)•P•ST. S.J.H.R STA.19/+0o.oo-2oe+31.44 -115[0.23JPF: 3091 ius 22-Mar-69 01 :07 PM/ 3091-999 l c::: 0 u.. ' (/J z < I ...J IL f-w w c,:: f-(/J , I ' ! // ' . I -- ® ® (J) © 0 PAVEMENT MARKING PER CALTRANS MANUAL 8" SOLID WHITE STRIPE. DETAIL 38 4" SKP WHITE STRIPE, DETAIL . 9 _,-A ( ..... L..f-~ 12" SOLID WHITE STRIPE, Di;TAIL 39 zr: '---.___) PAINTED LEGEND WHERE SHOWN. ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 XXX ---- 12" WHITE STRIPED CROSS l.'/ALK 4" SOLID YELLOW STRIPE, DETAIL 29 VERBAL LEGEND 4" SOLID YELLOW STRIPE, DETAIL 22 ® Wl7 36" @ RI 36" SIGN LEGEND ® Q) SPEED LIMIT ® W7 30" ® R2 @ BIKE LANE 6" DASH WHITE DETAIL 39A ~ LANE ~~:-~''\ @ t-,.'1.JST • RIB IRTI 36" • 4" SOLID WHITE STRIPE, DETAIL 38 BIKE LANE 6" SOLID WHITE DETAIL 39 RIB ( LTJ 36" ,. \ TURN~ '-c"'~0~··· ® STREE.TNAMESIGNPER ® --~~),_ -~--_______ O.C.E.M.A. STANDARD 14~0~7 ______ _ Cl :In]) PAmm:G AllY Tll.1E Ctandcrd (:l" x 24" G7 ,6" U.C. AMJ 4 I /2" L.C. LETTERS R,.26R STD .. SZ. R-81, 12"•8" ® \'J56, STD. SZ. I ' MOUNTING LEGEND 2" SQ, f'ERFOMTED STEEL Tir.::-..:G \'JJTH E71EAM'.'JAY BASE (STD. PLAl'J 1405)) / TYPE N-4 0 REG -~T. 22' ) · ~t:~~~~~:~=-=--~=;;:::;;;;:;;;;;~;;~;;;;11~~~-~--~-i.7·=-;;;;j~;;;;;;;;;;;;;;;;;~~~~~~~~;;;~~;~~~~~~~~M~~~L~~R~=:; 8 =·=:'-~;~·:::::·•:~·,i,~~~~~;;;~~;~~~~~~~~~![~r:'A=S=E:□~=E=S~M:T~. =,f===p,~=~=c"'.=;~-t=a~:-;;;;=-=K<;E:L;P.=:4=-;;:.=7H~1~~R=··-;;:.·==T'.f.-=:_"~:7_=:=:-;:1:::::L-~~~~~~~~~~~~~~;z~tz=~~:~;1o;'~s~1~D-;;;.E=w~A~L~K~~K;~~L~~~~~~-~-='i=~·-::a·::::::~.~-.~-~~;;~;~~~~~~~~~~~~~~~~~~~~i~;;;~~;;~;~~~~~k:~~~l ~\==-===-s~.,..-===-====-============~=====~:r==============""~==========~='==============='~=~===i 0 . . ... . . . ❖ ---. ;. ·~; .·.-·.: ... _: r-- K L ., ~ --rt) • -<( C\I . ~ <r.1-\---.;::"' _____ --'-------r-::-:-::::-=--::-::-:~-----------=----;:::::-r-;-;;;;;;-;:-------------------------------------------, <I) Q RA\5£D MEDIAN I-;;.., I-Cl) ,,., LLJ 1----137.00 ---.-13=-t • .,.,,.,------------i-r:3ef.~oo~-------~14~o'"'J~oo~----,-14:-::2:t-.o::co=-----'t--------;-143;0~0~--------~14~4"'.~o=o- ' B 40.0 A I / I = = I RSI~ RBIA'----- ,/j_l _J..¥'1~"' '-14'\ ~ t (;[]'' ,21J DITAIL" A" ,~ 'ill' T'!PEK ../L--~-:r R7 (UY 0 0 G) 0 :;,. [i\ij J (Q) IUJ ~ fi\ij 111 /Z6/ 'Z'~ -. . -~---..... -. .... -,.. . . . -- f z: Y Wi-ltJLG' A-IEOl.4/11 {..€NGT'h' , 131 +OlT 132+00 '--RA/5£D MEDIAN 1 t . / / j / ®L.-'(D -133+00· I ------.-------- S1\IIDBLlUlT IlltillTillG OTRIPIIlG IIIlD ru:or:zu. ru:a:ovnL BURli'l\Cll t7ITB o.c.i:.11.11.. nPPROVIlD cr:zu. COJ\T. RCllOVE IN TOTJ\L Ill!IOTIIlG TIUll?L'IC llIGilS A,D BARRICADE WHIC;J INDICATE PRIOR END OF STREE7 CONDITION s,D DS:LIYER TO THE CITY OF NEWPORT BEACH GENERAL SERVICES DEPARTMENT. ~EMOVE EXISTING RAISED PAVEMENT MARKERS AND REPLACE IN KlND. REMOVE EXISTING STOP U':GEND AND SIGN. GENERAL: DR. 16 15790 Sheet 230 Of 289 -- .- PRIOR TO FINAL ACCEPTANCE Of •STREET 11!.PROVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING \'JITHIN THE PERIMETER Of THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "Lll(E NEW" CONDITION. IN A MANNER l!.EETING THE APPROVAL OF THE DIRECTOR OF PUSLIC WORKS. ALL STRIPING AND STEMCILING SHALL BE ACCORDING TO STANDARD PLAN'NO, 1801, NOTE 17. I 145+00 r::::i I K L 146+00 [Q) . . -. -· "' l..&J z e,'.l -...J ;,.. :c "" u I-<( a 7 LLJ :c Cl) l..&J lJJ Cl) DETAIL 'A RAISED MEDIAN MARKING /' NOTES: [Q PAINT MEDIAN NOSE WITH HIGHL> REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH Go..ASS BEADS. 0 INSTALL FL.EXI3Lc VERTICAL TYPE K MARKER, R7, RIO OR TY,£ N-1 ON TELE SPAR POST AS ND>:ATED Cn PLAN. NSTALL YELLOW R£FL£CTIVE PAVEMENT MARKERS C.,, TOP SLJi1FACE OF MEDIAN CLJi18 NOS'. AT 2' C.C S~tDNo I MINIM~ ~ MARKERS I. PLACE REFLE.CTI\/E SURFACE OF MARKERS l'.lRALLEL TO Ii_ OF ROADWAY • -••. : .. :::--------::: iB R26 ' -l'1 "1 I -- ~ - --1,--8''6,, S!D[IJALK- ...,, ..... ~ ---- w --c_-----!o· W = WID11H OF LEFT TURN POCKET L = LCNGTH OF TAPER X = DISTANCE FROM POINT"A" ALONG BASE LINE Y = OFFSET FROM BASELINE AB = BC • CD = L /3 AB' AND c·o· ARE PARABOLIC CURVES EXCEPT ON CU:~VED ALIGNMENTS SINGLE LEFT TURN POCKET L=90' W=IO' X o· 10' \20' 30' 40' so' so' I 10' 80' so· y o.oo· o.2e\u1· sci 4J71 5,83 1.so I e.89 9.72 10.0' • ~ "' 1 /2 0 3 inches on 2 original drawing PREP~.RED BY lm]THE --•~ •CJVIL ENGltEERltal KEITH :~:mmrn AAc:tllTECl'UlE n p f\f f -l.»':I Sl.11\JEYIIC C-M, A ..... ES -~~ 200 IWCEJI. STRE!':T COll'U, HE8,1., (:,I. ~ Cl'HHHO-oeoo ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY '.3 1------------------a...J -STRIPING PLANS FOR SAl\1 JOAOU 11\1 HILLS ~OAD :,: z -::, c::, < 0 -, z < Cl) u, -z STA.127❖54.67-147+00.00 < A S.J.1-l.,.,. IP.1-l.R. a: . 1-ta:~~-t~e-~q•~=eu:., 11'a-----h==="==--r---:.,,..--,,-··----... ,. MARK DATE DESCRIPTION PRE"ARED UNDER /, SHEET z~ 1-"-~~~-~~~~~--ISUPERVISION □F.,/,~~~~l./?-•-¾.e~Arf! , O!='TAIL "B" REVISIONS JAMES A. DA R.C.E. 26936 230 ;;: /' -DESIGNED_B' SCALE DATE Dl.lG. NO. OF o! '----~------------------------......;;;.;;·-aa...-.... -------------------------------------~---..:.·-----------------------------------------------------,_,.!i.:;;D:,::RA,;,;;W;.:;N.;fJ,:.·J,...W...,,...,i==.:..aaaa1a .... ;,,!,,;,Ai.:;;S.:S~HO::;W;:,;N,._ ___ .... _____ ~_.i-,2;;;.B~9--+t;; •P• STRIPING STA.127+54.67-147+00,0□ -115to,23JPF: 3091 1702 28-Mar-69 07:54 AM/ 3091-999 r C.->- C7 p ~ .s :;;:.- ::::=-In ~ _Q_ 0 0 ~ .:::., .. ~~~b~~ •. / EL CAPITAN DRIVE. I I 0 0 f-+ - . "' . ' ❖ tO tO ;( ¢PROP. 6/KE PA7'H oR 11",j. - . -...-r J< ~ R 81 -• <( I- C/) w 2 -...J :I: u I-<( ~ "' :!:: ::, i::) ;,, :!:: to - ~ . - I i=cc+ Ar, •••+nn ... --. ., . . . . ·-. ., ... ,,, ,,., N . • ,a+ ,,., ... "" •. ~ •. ; . '_-.,. .. - - '---'K' )-< ~ ' 0 0 ..... ~+J.,-',.., ·-+~~ I>,._ 1 - - ~ . \ K R2G L r-10' SIDEWALK / """ . ... .. ~ ' . .. ·,·• - ,-RAISED MEDIANJ ··+ ' , - - [R2G (K' -B t'.1 ,n' '' I( . ... ' . . .,,__ , . ., - - ---- . . . . " ~ ' ½) ~ '-RAISED MfDIAN 1 -rVr WHOLE MEDIAN L[Nr.TM ,co+ • en+ • ~ • .... 1~n+.t1f f' 'nl+ © y 0--t 1" --P\ C 8'-b"S\DEW~LK-' . . ~--. . . .. --- ~ 'K /1 /i?8{· . - L ))._..' ..( . • •n+ L K ;,-< R81 R26 M L IA lUJ ~ IT\U ,.., 1K >-< RE(t5) I J ) ' ,. -/_ , .. .• ·: • \...EXIST. 22' / • • ' PASE□ [SMT. --I Ri?t:JP. BIKE l"A1H or. .17!A!Ll d~ • i:::n+ 1,:: 1 • ~8'-G" - . GJ ~ -)i 1,lHOLE ,< z. MlDl~N Lo-!G1R ' •-'+nn " • ,-· . + . --, _c-® r© ~ }' ... . . . . --• . '-., --KI 5 \Df.\JALK.J .. --, ,;:, ~ , K >'-< IL = . , (ID WT.36" GENERAL: PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION. IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. w -r-- f:j I K l?ZG L -- " . . ···+ --+"'" " I --'1<:1 >s L, . ...._, (Q) -l .. 0 .• .-_:....;..:---0 ~ !:) \.0 ~ -ig "' - - - c::\ -• ... _ 4. --0. ~ ---e. -~ -:::~~5 + -,., ... --- ® ..._ ~ ?, .. .. -.. •. ·' _;. I<. L \ / 0 "e .. 0. • • / 0.~ 0· 0 , '-TYP E N-4 ._'b DR, 16 15790 Sheet 231 Of 289 ) (lz) ~(<81 -- -.. . -• + -- .. - ~ ·~ ... ·; . .:,.,_:.- [Q) ® ® -® ® ® @ 0 0 ,. ' ~ .. .. ... • ,> \.0 . "" U) -:,, • -4. v, r Q C/) ---: ,,,:,, ~1 ----: d! "I -11(. )-< 1L ...._, SIGN LEGEND STREET NAME SIGN PER o.c.E.M.A. STANDARD 1407 G7 G) ® G7,6" U.C. AND 41/2" L.C. LETTERS PAmm:G AtlV TltlE ~ BIKE LAl!E \'JSG l<===>I Etandard 40" x 24" SPEED LIMIT ® R-26R STD., SZ. R-81, 12"x8" W56, STD. SZ. © W7 30" ' R2 l!l). 26936 I Xf; 3-31-3 • W17 36" RI 36" PAVEMENT MARKING PER CALTRANS MANUAL --- XXX . BIKE LANE 6" SOLID WHITE DETAIL 39 4" SKP WHITE STRIPE. DETAIL 9 PAINTED LEGEND WHERE SHOWN. ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 12" WHITE STRIPED CROSS WALK VERBAL LEGEND MOUNTING LEGEND 2" SQ. PERR>AATED STEEL TUBING WITH BREAKA'."JAY BASE (STD. PLAtl 1409) 0 2 3 inches on original drawing PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY~ 1-----------------1...J - STRIPING PLANS FOR SAM JOAQUIN HILLS ROAD STA.147+00.00-165+00.00 ll: z -a < 0 "') z < U) U) ?i ...J 0.. f_ ..... 'fri 0 ;z 0 + ~., It) "" ~ ---• c:::( ,,.. I- Cl) ~ ~ loo LL.I 2 ,,.. -_J ;,.. :c "' u I----<( • -> ~ KB/ -, -..... -:>. :-; :.-.: 0 0 --- - I> - - . -. . ------·· _. ,,. PAVEMENT MARKING PER CALTRANS MANUAL e•• SOLID WHITE STRIPE. DETAIL 38 I.· 4" SKP WHITE STRIPE. DETAIL 9 PAINTED LEGEND WHERE SHOWN, ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 . . . . -. ' .... -_ .. '..,.,,. ~.,.. ,..,,.., .............. .... -... -:.··.: __ ,-: XXX lRAISED MfDIAN, K l R ~E, L T'fP. €>200' SPACING 12" WHITE STRIPED CROSS WALK ® Wl7 36" VERBAL LEGEND - 4" SOLID DOUBLE YELLOW DETAIL 29 : ; RI 36" --- BIKE LANE 6" SOLID WHITE DETAIL 39 ® TYPE N-4 ffi 10' SIDEWALK 7 .,, ,J l(":;'\ WHIJL£ '\_L hMEDIAJIJ IINGTH ,-------,----.---- l I en+ 1 on~o=c:-i::,-,-I A I+"" - ,,-10' SIDEWALK •'. - - . -. /1' ..-----B'-&" SIDEWALK-'~--:--_ --c _-, • - (K) © / SIGN LEGEND ® JG SPEED LIMIT STREET NAME SIGN PER o.c.E.M.A. STANDARD 1407 -•. -· -.. - - --' -+ (Q) r M RBI K L W7 30" R2 (45) [Q) ' + ® G7 itm) 1 PAmmm AfJY Tlt.lE ~ DIKE LAllE ws& Standard 48" ll 24" - - \_, • ' . ; . -: . .' : ·:~ ~ .,;..·..::.· . . . . . ' . '•.. . . . ' ·- q__ . -. ----t--=-.:.:...:"'•:..::.:----.:..:____ ___ _ K R25 L t.G) -- K L GENERAL: DR. 16 15790 Sheet 232 Of 289 ~ IL >--< •~R81 ·--- PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION. IN A MANNER MEETING .THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. G7 ,6" U.C. AND 4 I /2" L.C. LETTERS R-:-26R STD .. SZ. • R-81, 12"x8" W56, STD. SZ. K u R,: (4SJ L -- \ J ' I MOUNTING LEGEND 2" SO. PERr--OAATED STEEL TU3!;>.:G WITH BREAKA!:JAY. BASE (STD. PLAN 1409) I /2 0 2 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY"' -----------------! :J STRIPING PLANS FOR SAN JOAQUIN HILLS ROAD -:i:: z -:::, Cl < 0 -, 7. < en en z I STA.165+00.00-1B6+00.00 < -,,;_.1_..,_,e p,..,.,e -...J •23.19/ ~"rE"IPltJ 0.. l-'-M-AR=K'f:D=.:A:...:TE'-1-"'-'--"'-"c:JDE,,,S""cRLIP_T_IO_N_-kp~RE~PA~R~ED~UN~D~ER~-----#,----~~-S-HE_E_T__. z"' SUPERVISION OP !;JZ~~k_{/~,~u~,~I 1-------'-R':cE:-::Vc-'I S"--'I'-'=O~NS~----pJonA!JIMEc;,;S'---"Af-. ___1,D'-'»'-R. C. E. 26936 232 ;;:'. DSS!Gt!ED 6. SCALE DATE DUG. NO. OF ;;2 -•---------------------------------------------•---------------~-----------------•------------------------•----------"□~R:,:::AW:::;:N:_.D:.,.-J._:._Ul..._..~C~H~i:~K!a;ED~J.,!..O...._,J.A::,:;S:_;S:!!;H~DW::;;:NJ_,~-.l------~2;,;8;;,;9;;,,..~ti •P• STRIPING STA.165+00.00-186+00.00 -l15[0,23lPF: 3091 1704 26-M□r-89 09:50 AM/ 3091-999 1 -- K L. K L. ©f J R2. Ct5) L PHl[AN H/Ll RD + - -\ ( \ - - IN J RAISED MEDIAN K L K R26 L 10° SIDEWALK RAISED MEDIAN © ® (0 ® --- r? PAVEMENT MARKING PER CALTRANS MANUAL 8" SOLID WHITE STRIPE. DETAIL 38 4" SKP WHITE STRIPE. DETAIL 9 PAINTED LEGEND WHERE SHOWN. ONE-WAY YELLOW REFLECTIVE MARKER, DETAIL 26 ® ® ® . . XXX ---- 12" WHITE STRIPED UMJT LINE VERBAL LEGEND BIKE LANE 6" DASH WHITE DETAIL 39A CD Cf) BIKE LANE 6" SOLID WHITE DETAIL 39 12" SOLID WHITE STRIPC~::) K RZb • •• -..-'~ LAM ;,, I .... ~ 56' <,-YP> 1 r"" ---ec, • . . .,,.---~_J DETAIL "A" TlPE K, R7 (5H1. Z30) ) ) ! . . 0 0 + <O .,. !tVt' +00 12 .,J) ---+it, + + U' - 30[)' e, UJJ ~ [i\ij ---ID' SIDEWALK .• ... Z. IJH/ll[ M[DJAN_ LENGTH ---+------ L GENERAL: PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER . OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" • CONDITION. IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. . :-. ·. -.. - -- - --- .. · ,• -. . . . . - Dr .16 15790 Sheet 233 Of 289 -..... .. g it, .,. .,. I /) ® (G', ~ ® G1 SIGN LEGEND , ~ STREET NAME SIGN PER O.C.E.M.A. STANDARD 1407 Wl7 Ri 36" ® ~6" Q) G7 ,6" U.C. AND 4 I /2" L.C. LETTERS @ ® J1 SPEED LIMIT ·• PAntilt:G AllY Tlt.lE ~ BIKE LAllE \"ISO 1<==>1 Standard 40" x 24" W7 30" .. R2 (45) R-26R STD., SZ. R-81, 12"•8" W56, STD. SZ. • . . ~~_,,.~ ~ 1/ ... _,,...--~ ----'-· R5'1 \ MOUNTING LEGEND 2• SQ. Fiaw'"OMTEO STEEL TI.ralNG \"JITH E~i:Al{L':.':IY BAS!:: (STD. PLAN 1409) H :)~ICJ. ~'<,SA. D * 1/2 3 inches 0 2 on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STRIPING PLANS FOR SAW JOAOlJ l.W HILLS ROAD • llm. ~~l5 $ , STA_ I 86+00. 00-205• 77.49 IS79lJ F. 8-31-' s ... H--1.F<" / P.1-1.F?. 'T"RJ,:;;,11,,.j ,_M_AR_K~D_A_TE~ __ DE_s_cR_IP_T_ID_N _ _,~~~~~~T~Ig~o~~ i.,,,,.,,,~,,_c:7, -a,,,,e REVISIONS JAMES A. DA~C.E. 26936 1-=D-=.ES::..:l.::cGN:;;E::..;D s;c=,5=e:£=s===l'===s====='--I SCALE DATE DIJG. NO. DRA\IN D-J. W CH'c KED J 0 AS SHOWN SHEET 233 · OF 289 •P• STRIPING STA.165+00.00-208+31.44 -115(0,23JPF: 3091 1705 28-Mar-89 12:40 PM/ 3091-999 i -C, 0 I "" < ,~ ~. er: . (fJ ~ _J _J -:i:: ~ z -:::, c::, < 0 -, z < (fJ (fJ z < _J CL C!) z Ii ---" I I I I 7 I 10' I ------------------------- I - • :. -------- \_. I _/} c====-~~~~~~--7 P.O.C.= POINT OF CONNECTION. CONTRl'ICTOR SHALL RUN A 2 1/2" SUPPLY LINE FROM THE 2" RECLAIMED WATER METER THEN TO THE 1 1/2" BASKET STRAINER, AND THEN ro rHE 1 112· GRISWOLD PRESSURE r:::G- ulAr1NG MASTER VALVE. (INSTALL EACH.COMPONENT • IN A SEPARATE VALVE BOX). THE SYSTEM HAS BEEN DESIGNED FOR 52 GPM MAX. AT 80 PS) MIN. THE CON-. TRACTOR SHALL SET THE PRESSURE RC:GULA TING MASTER VALVE AT 96 PSI. THE RECLAIMED WATER METER IS TO BE PROVIDED BY .THE CONTRACTOR AS COORD\NATED BY IR\\/0. ALL PERMITS, FEES, ETC., SHALL BE THE RESPONSIBILITY. OF THE CONTRJ\CTOR. TOTAL AREA SERVED BY THIS METER= 144,000 SQ. FT;- ANNUAL CONSUMPTIVE USE= 14.4 AC. FT./YR. i CONTROLLER 'H' LOCATION. ISC-24 WALL MOUNT CONTROUER IN A VANDAL PROOF ENCLOSURE, t------;I SEE DETAIL 'H'. FINAL LOCATION TO BE APPROVED BY THE LANDSCAPE ARCHITECT. COORDINATE THE 120 VAC POWER TO THIS LOCATION AND MAKE THE ll Fl~~~~~~-~-~P. ___ ----~----------- ' PRESSURE CALCULATION FOR: \ CONTHOLLER 'H'-VALVE 3 45 GP!',.'f DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN 03STRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES INTHE AREA DIMENSIONS EXISTTHATtl.lGHT NOT HAVE BEEN CONSIDERED JN THE E~:GINICERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENT ATNE IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ftNY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE: DETAILED OR SPECIFIED Sl-1ALL BE INST All.ED AS PER MANUFACTURERS REC0'~1.IENDATIONS AND SPECIFICATIONS. __ , .. 19 ' ,-,--1 -<------------------------,----~"~--~-"~-~---------~-----------~;-, I , --·~.J • 'C .' l, 1--,~1 ✓., .. .:_,.-~ .!.)• ,"/.l' . r;, l I' JI! I' .::J" .r.;11 q1 /.'f" V ,.,~_.J V .. . I,,,, . ,; ,;M -1._:,th' I" fh t,./1,!W ,q;, .c:::., <-~ ~-t-,, .r:,·.'J I,'(.! q" . . ' ---. I I l • I CJ :;o , V \\ " 0 7 0 P,til/t..lB re? P.C.'-t-,11;:Jl!lJ iv.:-rc • :,,-/..:J ,~s,-, Gl'.✓,.,/1(,VC, \ • I " . ', • -~,'."., \,OJ, '.< ;'\",Vi:'; ' ! \ 1 ' • .-,,:-I I i ' I ;\ : i / i 1-""~A~R~i LlD~A~T~E~R==E~V~1s=~~~~~s=C~R~IP~T~IO~N"-----,-~~~~~~Yff ~~?~ _ ~~~u!.U-tJ~f"-~c. c;:~i l'' De,Ec,Sc,IG"N"'E"D~~===="""~~~ EC.QLE D.0.TE D'.")G. r~o. ------ D?.A'.'Jr CHLCKEa____,LQ,__ Ji.~s_,s_~ -~ 16 I \ 22iS C7 289 ✓, l L___ . -= ---' i ' ' 'l'. f ' I iii ---------·------ / / / ;;;,~r;, ',y; 1. .-r:-~--1. '--¥., ,' I \l ·,If'.., .. ,._ ·"'· ' ' !", • i ·',, ',' _.I-'-' -:_-1bc.c>-;. Pfl011:C~CL50:P.~-t[:::~:~~;~~\.~l\---_~J-1 ~ ~,.,,..:..----~•1 'b&O ZtJ/ 7_2% /ft?.' PEL,c~i!~CAT!ONS REFER TO " ,_, '" "'-'"' " L ROAD, SAN JO.'\QU~ ~-~IAL PROVISIONS -. , __ LS ROAD Af~ .. D SOUTH U?PER Loo· >j .... , RO/'.\D !:::·:ZET 236 C? 289 . / " I 890.00 \ I CONTROLLER 'D' LOCAT!ON. 1sc-24-WALL MouN~r 7 CONT.ROLLER IN A VANDAL PROOF ENCLOSURE, SEE DETAIL 'H'. FINAL LOCATION TO BE APPROVED BY THE LANDSCAPE ARCHITECT. COORDINATE THE 120VAC POWER TO THIS LOCATION AND MAKE:THE FINAL HOOK-UP. / • ··'?.0.C.= POINT OF CONNECTION. coNTRAcTORSHAU. RUN~A 2J/2" SUPPLY LINE FROM THE 2" RECLAIMED WATER METE8_, THEN to THE 1,112• BASKET STRAINER, AND THEN TO THE i..:L/2" GRISWOLD PRESSURE REG- ULATING MASTER VALVE.._(INSTALL EACH COMPO~ENT IN A SEPARATE VALVE BOX)":/Tl:;J_E SYSTEM HAS BEEN DESIGNED FOR 54 GPM MP){. Ar'.Ss-E?.§1 MIN. THE CON- TRACTOR SHALL SET THE PRESSURE REGULATING MASTER VALVE AT 75 P$1. • .... THE RECLAIMED WATER METER IS TO BE PROVIDEb·sv THE CONTRACT08f.S COORDINATED BY IRWD. ALL PERMITS, FEES, ETC/SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TOTAL AREA SERVED BY THIS METER= 414, 000 SQ. FT. ANNUAL CONSUMPTIVE USE= 41.2 AC. FT.NA. I I J ' ,, DR. 16 15790 • Sheet 237 Of 289 .. 1 ' ' \ ' ,. " [J·/6 I/. • qi Fj(p I / ! \ CONTROLLER 'C' LOCATION. ISC-24 WALL MOUNT CONTROLLER IN A VANDAL PROOF ENCLOSURE, +--·,I SEE DETAIL 'H'. FINAL LOCATION TO BE APPROVED BY THE LANDSCAPE ARCHITECT. COORDINATE THE 120 VAC POWER TO TH!S LOCATION AND rviAKE THE FINAL.H_DOK-UP. / P.O.C.= PO!NTOF 'CONNECTION. CONTRACTOR SHALL RUN A 2 1/2• SUPPLY Li"NE-EROM THE 2" RECLAIMED WATER METER, THEN TO THE"l·-1/~" BASKET STRAINER, AND THEN TO THE 1 1/2" GRISWOL□--PRESSURE REG- ULATING MASTER VAL VE. (INST ALL EACH "i:::OMPONENT IN A SEPARATE VALVE BOX). THE SjSTEM HAS BEEN DESIGNED FOR W"GPM MAX. AT 75 PSI MIN. THE CON< TRACTOR SHALL SET THE PRESSURE REGULA TING •• MASTER VALVE AT 88 PSI. / THE RECLAIMED WA TEA METEF}fs TO BE PROVIDED BY THE CONTRACTOR AS COORDJNATED BY IRWD. ALL PERMITS, FEES, ETC., SHAL~13E THE RESPONSIBILITY OF THE CONTRACTOR. I TOTAL AREA SERVED BY jHrs METER= 125,600 SQ. FT. ANNUAL CONSUMPTIVE lJSE::: 12.5 AC.' FT.MR. " . PRESSURE CALCULATIOtl FOR: CO.'HROLLER 'C'-VALVE 14 24 GPM STA, 170,00,00-105,00.00 10D~E~S~IG~c~•E~D~=========~1I SCALE ORA\'.' CHEC!<m J,D, AS SHOWN DATE I D\'/G, NO. SHEET 237 G7 289 == I / I / ' / / I -~-·"·-t--- ! ' I I I ,i / / I 1' A / ! ,'II I I / i i / ' ! / I / / -i i;-------------------'·~-------------'-------1 , ' f=====~====~~===~~~=-==='""-=~==•=~-===~~~~--c'======~~f. 5' 2-r, < ,,;__--;__ ~:: -::: ~-:::--::-.i __ •::-· •• , ,;_ -:.:--:::: ::: --,:_. :'.._ ,·, ;( ---""'::__,,, :' -1..:.,_r-.=..,-.: ~ ,-.. -,..._ :, 1./;. "'." •• , _,--::: -~ ._ ':"'.~ -=-•·_ ]='._,)-<: .. :=:._-::;:__,,._.:..:_~~-=-'...d~; I" l. ,., (-:,~, ..!, _I_I_ ' ' .----,--~-,-,~~ ,-:: r--_,..... __ _ i<v•·•.----. IJ 1 ~-.. --=--=---'=-~-=-=----. --" !."'""Ill,-1n,.....,, j •• ..... ...,,,_:..: :..;.v I 12'TY?. .---·---,--c:,-o {':,"' L ..... -_.,,. ' ' C""""CC". ·-----------. ._ .... -.=,, __ cc_~ :::::.r.~s 1":CJ' ' • \ ,J ------------------------,, I,: THIS D:::'.S!Gtl IS OI/.Gr.t,~.::.~t1TIC. ALL r-t:-:1:!C, 1 ;\·· jl VALVic::G, t:::Tc .• s:-:on:J rn1i--:1:1 PAvr:o /;:-:::::t.s 1: ' I: IS FOP. D'.::SIG:M CLAr.Il"ICf,llotl Oi!LV /\t!D I· ( ,.. ... ,,...,_,.,~--,,-...... ,-,-,,..,,-,.,~~ .... -~,._ ' • ~, .. ___ ~..: ···-••·--..:-. , •• '_, ..... ·-····-··-' ' \ . \lfH:r·:11:~ r.-02~_,....,~r::. ____ _____ _ _ 1: t;,,,/ 1 FOR IRRIGATION DETAILS SEE SHEET 265 ) ·-.. _,, . ------_,,, --·:.-<'"-> APPROVAL FOR ONSITE RECLAlr.'iED \NATER SYSTEM ONLY Wf,TER 1.~STERS AND ALL CONNECTIONS TO lRVl:·lE RANCH v;.'.TE~ OlSTR::::T FACILJTIES r.iUST BE APPLlc.0 FOR Afl0/0:1 ArP~?VED THR~.':~.:2 TI-lE 1::Wi:JE RANCH \'!ATER DISTRICT SUBDIV~SJC,,SOEVELOP, •• .:,. i SECTiml. FOR S?EC:FIG REOUlREr.~ENTS FOR OBTAINING SERVI ... <: . CALL (714} 476-7500. ONSITE APPROVAL DR. 16 15790 Sheet 238 Of 289 / 1/2 0 2 inches on originol drawing -!"'-"·O ,.= ~ _.,.,,_, """=' -~ ORANGE COUNTY lj ENVIROillr.iENTAL r.1ANAGEr-"ENT AJ;_ENC.Y I IRRIGATION PLAN - / / • ') - ( -l-- • I _, -~ "~r I , -;:- 1 LlTtlE SPn/\Y 1 · ····-) _____::__---J. c::.:-J/\LL..l\DJUS_HE APPrlO---I IT:ONTRACS10;~ ....,liJSTALLING ~ENS Pi110:1 ! • I ATT[RtJ '"' 'PC' SCA I -~ ', AT ... RAHJ ::1.,□ -l"'G SCRE\"~----· -:;_., , PF.I c -!-'-:: t,DJUS 1 1, - ?0 ( TO USING ' •-_ ',LL PlPlt!G, -----Ar""11'.dC. ,. -pr, : ----• • ------y· Dlf,Gl1 ·"· PAV'=D l'.r::.:: '"' TFIS D::S!Gil t._.O\'J:J ~-JlTHllJ o·•Lv /',!)_;:) i, - I •.) i i\ I i ' ' '·// ~ 1.,., ..... ,; ('' ! ' J_I_ 121TYP. ,, ' I I •; • Al"~ED WATER SYSTEr.1 ONLY L FOR ONSITE RECL '" ,, \'✓ATER APPROVA I s TO IRVl,<E RA .. gH THRQUGN R r •-c:TEAS AND STALLBE ~~~~~~TIOF~!_ AN~IUO:~JV~;~~~';';E'/ELOPi,'.:C:,,-----; 1•1ATE ·c--s r:u . c•srnr~~ " -· o:sTR,CT •~CILIT<R/,l!CH ,_\'/A:ER s 'FOR OBTA<N"'" SERVICE ' TH:: _!_BVINE ~crr1c REQUIR.Er,.ENT \ ·sEcno11. FOR s~c [.. ·. ii _ rn 2 · 9 • · CALL(714J476-lfoO, ft.--:, 02 T) ~;t:::,.□ATE' er~ . ONSITE APPROVAL • ,·';'"' t::TC., ..::,, -=1CATIOtl ''" ' -~.,-. i V_l'.L\_-->, "IG'' CLf,r.l, 'JTI"~ t,r...: .. v I • n or:_, ,. I'' PLfl, 1·"" , / 13 FD, _ -""-t.LLSD •• .· .. , .. , C'. ''"LL D..: 1•·-'1 , -------.. -----·. J i .:.,,--,,--. ".:_::::::::;:: .... ...::__ ____ _ --,,,, •• ,, __ -----SEE SHEET 'c°' _ --o OAD FOR IRRIGATION DET~!LS -'-o S,et~L PROVl~~~~OUTH U,,CR LOO, _R -----R sPEci,1cATJONS .f f i\~,;,,u~ M:LLS ROAD ----FO CAN HILL ROAD, 'PELI ,. .. ., 1--- oe:-scR:PTION t,IARK DATE REV1s10Ns DESIGt::=.:o DRA\"/N . --. - _,_ -,. I t '~ q/! ' I I /2 0 2 I 'ginal drawing 3 i~ch-as on on IPR<PAR~D BY: ENVIRONMENT AL MA IRRIGATION PLAN St-\N JOAQUIN t,)!LLS ROAD I 7 AS-BUIL ~?_ .. a OOR2(l:i+7G. ,.J STA. 199,0 • DWG. NO. SHEET ' g 239 ,,\ ·<: o;= •. 289_\, J : i / \ \ 16 15790 et 240 Of 289 ..JI 12°7<>r"::J CQ I --· -;::~ .. c~ oo PREPARED U • SUPERVISIONNDER ~ J,IAR DATE -...-,· •''''"'"o;~'-0 /JI -' _,, ,, ,.-'--U, CHECl<EO JD SCALE. DATE ' • --"-~-f~ AS SHO\'I" D'''"" ~, ' • l 1' I ,wt::/, i.0, DESCRIPTION f.!VIS'O"" DESIGNED ' •'-"' DBA\'/N I • r=='=·=··~--~~=· ~====================================-°==============-==-==-------~=================r===si I SEED~.'ll}{ 5: NON-IRRIGATED EROSION CONTROL MIX SPECIES ATRIPLEX SEMIBACCATA ESCHSCHOLZIA CALIFORNICA BR.or.ms MOLLIS LUPINUS SUCCULENTUS LOTUS SCOPARIUS AUSTRALIAN SALTBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINE OEERWEED FOR HVDROSEEDING APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS. WOOD FIBER MULCH· 250 LBS. 14-14-14 FERTILIZER • 73 LBS. OF ABOVE SEEDMIX SEED~J:m 1: GRASSLAND r..'llX SPECIES STIPA PULCHRA FESTUCA r.iEGALURA BROr.,us CAAINATUS BRm.1us r.mLLIS HORDEUr.1 BRACHYANTHERUr., ESCHSCHOLZIA CALIFORNICA t.ASTHENIA CHRYSOSTO~.iA ISYRINCHILiro1 BELLLir.i LAYIA PL.AlYGLOSSA , LUPINUS SUCCULENTAS co~.'1.MON NArJlE \ PURPLE NEEDLEGR~SS ZORRO FESCUE I CALIFORNIA BROr.~E BLANDO BROME MEADOW BARLEY CALIFORNIA POPPY GOLDFIELDS BLUE-EYED GRASS ,TIDY TIPS ,- ARROYO LUPINE FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER ACRE: 2000 LBS, WOOD FIBER fli.ULCH 300 LBS. 14-14-14 FERTILIZER 84 LBS. OF ABOVE SEEmmx ------= • TOTAL -----. • -- LBS, PER ACRE 3 10 10 25 20 1 5 3 2 _:; 84 -~---' ' GRASSING PLAN \ ' ' I \ '~ ' I, \ ' ' t~l!LLS ROAD STA. 14lo,00.00-ICG•00.00 MAR DATE DESCRIPTION PREPARED UNDER f""==SL=--"""""'-'-'""--~SUPERVISION OF' REVISIO::S DESIGNED SCALE _ CHECl<EO J.D, AS SHOWN ~~~3,:;,~ SHEET . ,<!,F,__ :-:---:--, 2 /'.;, f 07 '289 D\"JG. t!'.:>. DRAW ti 0 ,\ <! ------------• ' • / :::C FOR·HYDROSEEDiNG APPUC/\TIONS USE TH1: FOLLO\'/ING PER ACRE: STA. 155•00.00-170•00.00 . . I I I. i , _______ _ .-----~---SEED:.11X 1: GRASSLAND r.11X LBS. PEA ACRE \ / / GRASSES r.,fX SPEC[!:S STl?A PULCHRA FESTUCA r::EGALURA BRor.~us CARINATUS BROr.~us r.mLLIS ESCHSCHOLZIA CALIFORNICA LASTHENJA CHRYSOSTm.1A LAYIA PLATYGLOSSA LUPINUS SUCCULENTAS LOTUS SCOPAAIUS ERIOPHYLLUM CONVERTIFLORUM cm.~r!.ON NA!.~E / .. ._____ I "-...."'iPURPLE NEEDLEGRASS / .I OR!}O FESCUE , CALIFORJ:!_IA BROME ✓/ BLANDO BR0:.1E CALIFORNIA p(jp;:;rx GOLOFIELDS ' TIDY Tl?S ---; • • • I ~--~ ARROYO LU?I:"!::: / ·-. ---~ DEERWEEi:J / '--......._...._____ - GOLDEN YARROW / ~-.... , I FOR HYDROSEED APPLICATIONS USE THE FOLLOWING PER iE, •• 2000 LBS. Wi::IBER MULCH • 80 LBS. Of= ABOVE SEEDMIX 250 LBS/ 6-6-8 FERTILIZER. ;. I LBS. PER ACRE 3 10 10 25 2 5 2 5 10 _!! DR, 16 15790 Sheet 243 Of 289 SEEDMIX 5: NON-IRRIGATED EROSION CONTROL MIX SPECIES A.TRIPLEX sii'~IBACCATA ESCHSCHOLZIA CALIFORNICA BROMUS;MOLLIS ·LUPINUS SUCCULENTUS LOTUS_.SCOPARIUS . COMMON NAME AUSmALIAN SALTBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINE DEEAWEED FO,-HYDROSEEOING APPLICATIONS USE THE FOLLOWING PER ACRE: ' I 2000 LBS. WOOD FIBER MULCH 250 LBS. 14-14-14 FERTILIZER 73 LBS. OF ABOVE SEEDMIX I / I /TOTAL 1,.:.8S. PER ACRE / I / / 6 2 50 5 1Q 73 / / / / / STA.. 170+00_00-IO!hOO.OO DATE DESCRIPTION l / V' I I I i ,/ / I / I I l I J I / I I / I / I / I / ) I I I , / I ! i ! I I ) I / i ' i / 0 ! ,c, . ' / I ' I / ! ' I SPECIES STl?A FULCHRA i":CSTUCA r.~EGft.LURA BRm.1us CARl:JATUS BRQr,!US t1DLLIS ! HOROEUr.1 BRACHYANTH:C:RUi.1 ESC'HSCHOtzlA ct.u::o:-:r:ic;, L.ASTHENIA CHRYSOSTO:.:A SISYRINCHlU:.1 EJ'.:LLU'..': LAYIA PLATYGLCSSA LU?INUS SUCCULENTAS ' \ \ ' i I / \ \ I "· , I\ I " F'U:1PLE 1::::::::0:..SG:1/,SS ZORRO FESCU::: CAUr'ORt:1A cno::.::::: cLAr:□o c;,;o:.:::: r.~:::Ao::r:, CMOLEY cr.u;:0:-::::,1\ FC??Y GOLD::l::CLD3 ELU:C:-EYED Gclf,SS r FOR HYDROSEED APPLICATIONS USE TH::: FOLLQ;71;lG P.::R ACRE: ' 2000 LBS. \"iOOD Fl2:C:R r.'.ULCH :.JOO LBS. 14-14-14 F<CRTIU:ZER []4 LES. or h."3:.0VE Sl:ED~-~1;: TOTAL --------· --" --------·---------- / ' ' ; I -·-T- .... -.. . I LBS. PER t,CRE 3 10 10 25 20 1 5 3 2 J; 84 ------· I r- . I! I -t--- J... --. ---··· I "" j.. .. ' ·_-_----:·~-~--- 1 -· ··---------· /' / • FOfl HYDrlOSEED APPLICATIQ:!S us:: THE FOLLQ'_-:•::m Pm ACRE: -· ~ __ 1 S:CE0:.:1;: 5: i £?ECl2S ATRl?LE~ SEr.::3ACCr,TA ESCHSCHOI..ZIA CAUFor.::1cA C'.70~.:us r.:OLUS LU?J::us SUCCULEfJTUS LOTUS SCO?ARIUS 2000 LOS. \"/00D FISER r::ULCH CO LBS. OF ABOVE SEE0;.11¼ 250 LES. 1Ci·C-O FERTILIZER AUSTRALIAN SAL TBUSH CAUFORf!IA POPPY BLArmo CR□:.:E ARROYO LUPINE D2ER\'/EED F0:1 HYOHOSEEDli'!G APPUCATIG;-JS USE TH:: FOLLO\'!ING PEA ACRE: 2000 LBS. \'!ODD Fl3:C:R r.:ULCH 250 LBS. 14-11,-14 t"'2RTIL1ZER 73 LE3S. OF ASOVC: SEED:.:i:: ·-----J---------.. ----- . I I TOT:,L I i / --... ;__ -- LCS. P:CR ACRE ' 50 5 lQ 73 / / .· / ---/ __ ,/_ , DR. 16 15790 Sheet 244 Of 289 0 V • ' ( I ' \ ' ' ' , ---_,__ .._:_ FOR HYDROSEED APPLICATIONS: PEA ACRE ' ' TOTAL These P(<:rnt5 shall be pl<mted in suitable locations to be solected by th'J re~e~atahon consultant after site grading. Each plant shall -be deep-watered once (mr~rmum of one (1) sc:llon per pl.:nt) at the time of planting. Phmling shcJ.11 occur durrng tho months o~ Oct?b:::r t:nd November at the onset of the rainy season. Surpl~me~t.:ry Weltering via w.:tcr trucks should occur if rainfall b sporodic or otherwise m::idequate to sustdn tho planting. •- Provisions will have to be mc1de approximcitely 12 months in advnnce in order to <1ssurc .:ivailability of these plants in the size indicuted. Progagules should be collected locally by the growing contrnctor. No substitutions. 37 ' \ 1/2 0 2 3 inches on original drawing !1 " 1/S.,.JIS,o 1,<,<£ z-c, OSI/ Gf...-1'/):Pa MARf, DATE DESCR!PTION. REVISIONS STA. 165,00.00-188+00.00 ,i _j - I ' ------------- I l ' ' '----- , __ --. I_ -- • ~ - I I RASSLAND MIX • rEEDMIX 1: G SPECIES • COMMON NAME PURPLE NEEOLEGRASS ZORRO FESCUE STIPA PULi~~:LURA CALIFORNIA BROME· :~~-r;i;i; CARINATUS BL.ANDO BROME MEADOW BARLEY ·eROMUS MOLL~HVANTHERUM CALIFORNIA POPPY ORDEUM B~: CALIFORNICA GOLDFIELDSGRASS 'ESCHSCHO~HRYSOSTOMA BLUE-EYED . LASTHENIA LLUM TIDY TIPS, ~ISYAINCHIUM BE -• ·• LUPINE TYGLOSSA ARROYO __ : LAYIA PS~UCCULENTAS -- LUPINU _ _ __ i THE FOLL~WING PER ACRE, I I APPLICATIONS USE D FIBER MULCH FOR HYDROSEED 2000 LBS. WOO 14 FERTILIZER 1 i ,• , I GRASSES r.iix SEEDMIX 2: ~ bPECIES 300 LBS. M-~~OVE SEEDM_I~ B4 LBS. OF ~ .. --- COMMON NAME PURPLE NEEDLEGRASS I I - TOTAL LBS. PER ACRE 3 10 10 25 20 1 5 3 2 ..a 84 LBS. PER ACRE 3 10 : l!Tl?-:t~~~~~~:LURA ' ~~:.ms CARIN:tus : ROt1US r.mL~I CALIFORNICA '-~""'-----: ESCHSCHO~~RYSOSTOMA • I LASTHENIA LOSSA ~~~l~~::l;c~:OME LANDO BROME 6ALIFORNIA POPPY GOLDF1E1fJpiNE: - 10 25 2 5 DR. 16 -15790 -I l..AYIA p~~;CULENTAS ~ 'UPI NUS IUS OTUS SCOPAR NVERTIFLORUM RIOPHYLLUM CO ' . r,RAOYO -, ',ioY TIPS · DEER\'/EED GOLDEN YARROW 2 5 10 _.!! TOTAL 80 , ----I l' --E THE FOLLOWING PER ACRE, ; , - • ···--~~••oc .PPLICATIONS US D FIBER MULCH I --·-' FOR HYDROSEED A 2000 LBS. WOOBOVE SEEDMIX • 80 LBS. OF :.8 FERTILIZER . ; 250 LBS. 16-, i ----~-, ROS1DN CONTROL Ml~ SEE□:,11x 5, NON-IRRIGATED E COMMON NAraE "'PECl!:S f 13ACCATA -~TRl?LEl{ SEr.1 CALIFORNICA ESCHSCHOLZIA ;3Ro:.'lUS r.'iUOCL~ilENTUS tU?INUS S S AUSTRALIAN SALT~USH CALIFORNIA POPP BLANDO BROM~ ARROYO LUPINc DEERWEED 'LOTUS SCOPARIU WING PER ACRE, -USE THE FOLLO i APPLICATIONS • D FIBER MULCH I 'FOR HYDROSEEDING 2000 LBS. W□~-14 FERTILIZER I 250 LBS. 14-1 BOVE SEEDMIX , 13 LBS. OF A ' LBS. PER ACRE 6 2 50 5 !.Q TOTAL 73 . ---<----. I /2 0 2 original drawing 3 inch,c:=s on "' £ ro ENVIRONMENT AL r.1AN ., GRASSING PLAN SAN J0/2\QUiN HILLS ROAD l oo 00 00-205•7G.~5 STA. ... _. • : Sheet 245 Of 2~9 _ ' /(?_/ RP.VIS!;. <,JU L\ .rz..1/ $/} &ll.,tJ'/)//.1& /lfA .r9_,,, (n .,-.-- o:::sCRt?TION 'ARK DI\TE I., REVISIONS o:::srm::::o , D:1A\".'i _ CH':.:Cl_;ED __ J [1 r.o f -0, ! i I ' I SHEET f~ 245 t-1) O? ~ < 289_!. , , ---=~-==----+ + _, -_.:; --, -- -L. --- -1+00 7=-=-=--=~j --' --------------------- ----------_,_ ____ -- -1. -. -- -0+50 0+00 0+50 ---1 - - ------------ t --j 1+00 -1+00 --.0+50 0+00 0+50 1 +00 ... :-r~-r: --------=----., SCALES __ -_---_--,-___ -- -1+00 -0+50 HORIZ. VERT. 1 • = 40' t .. = a· ,==-~:.: =-= --=~~ ~i =~=-= t ---j--- 0+00 ---___ ., __ ----~--,.,! - ----~-------------_---·L-_ :_-: ==L_ ' ' ·------_-·-""1::_J_::::: _::.. ----,-c:· :c· ==L---------- ---__ j:_ --------L-___ ----- __ ,_ ___ ------ - - - --. ----·----------_ _,_ -___ ,, -------------__ ,,_________ -- -------' --' ------t__ =----------'.c -1-ccc ----------- ---------- =-= ----= -_' :: .. _ _,______ -, i .. == t=:~=-f::= -=t--=i ==::::~~~ :~~ ~-- ------.;= ~-=-----l:--= --=--=::v-~ --= -=--=~~=-=---------~--------------- - - - ----------____ _,_ __ .. ·::: -~-= --=------~ ,_ ----j --------------------------t= -f ----------7 ::_ -----------------------, ----! _·:_ === :.:· -----____ j___ ---------------------___ ..,_ ____ ----------------------..,_ ____ ------------ ·:.:.· ._---=--, ----------------•--------------_____ ,_ ___ --- --_,, --------! ----------------.---------------------·------- - - -,---- ' --_, ____ ------------------------------------. - - --------, ---T --,-•• -----'------------ ------------ .. :_-:::J_-:=-_=J=--= =----=----= =--~-r-_--_~ .. ---== --= ---~ ----------- ·E=J'-':''E""'E=f==E._.-,E--1""-'_·-=--~c't='f'=JECJ • -----pi~r~~::: = =+=-=· _:.,: -T - ----•------- ----,,,;.:..-· ---1 .::: ..:: '"'"'"' :~~-= --,-. •-- -_.ff_ ➔·---a----~ •• a ------------------ -•-•-------------------------------------------- ==1_·_=~,:-' ~~~l:i~§ -=--+ ------:::1:·.:::-=f~~:': -, ,-'il51. I}'. r--=-=--=~ ~~~-_-==~r~~1;~~ '11==._.Z~ J:',F-, ____ ,, __ _ .. ------•---.-, :----=-= ---... ----r--------• : __ ,_:, ,'" ----_-_ ,=, =j -----, --.---. --------------1--------- -------------- ~=----; ___ ---:::.: :_--;_ -------= =~=-t--==---_ --=-=--=---::. __ : ·:::..: ----------------------------------- -,-.=-=-=-~==-------,------------------------- c c:11------------ ----- --------------------------- ------------------------ ---------. ----_--_----~-~{~;J==~(=;=-~=~-; ---------·------•_-__ -----.-::-t=:::: -- --------------------__ --~ -,_ CJ='='f"""+-=±=-00 --------------------------------,---- -----------------------------.. --------- -Ci--"--"-, __ -=-= -----------~------+- --------------------. ---. --__ ., _____ -----------;----------. ----------- ------------------------------------,J---------: -:--t::-:·"l:·:_ == -----: :: --------------·::-:::: :: .::-:· - ----===== -~=:r::.::~-=· _: - - ===-==== ----------=-==I;=-~--~ ____ .,. ____ - 0+50 1+00 1/2 0 2 3 lncheo on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY , STREET IMPROVEMENT CROss~sECTIONS FOR -r---'--------------------- 0+50 r -_,___::: ---- ---1_---_ ---------~ - 1+00 "' ~R. 16 15790 Sheet 246 Of ____ ., ____ -HILLS ROAD 289 "' "' ----~f:.::: -+·-""" --------:1:----+--- ·-···"+ - --------+-----" "'"'" ,. ____ , -- --.. -"'"'" -.:-:::F: =-:t=----------1------------+--· --~ ------ 1 +00 -0+50 0+00. 0+50 -- -0+50 0+00 0+50 1 +00. ----- 1HORIZ., I VERT. 1. 1. -- --- --··· --- DR. 16 15790 Sheet 247 Of 289 .D(l --- I lo --+ ----! --- 1/2 3 lnchee DESIGNED DRAWN ICHECKED ---- -- 0 2 on orlglnal drew Ing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STREET IMPROVEMENT CROSS-SECTIONS FOR HILLS ROAD STA. 147+00 TO 157+00 SCALE DATE AS SHOWN rt.• .E.26936 DIIG-rm. SHEET 247 of 289 •P• X-SECTIONS, STA 147+00 TO 157+00 115 [0,231 PF: 3091 5501 06-Apr-89 11 :If AM/ 309 1·999 • ----,-,1--,--,---_, ---------+-- -- -~---_ -----,---- _:_ --=--=--=~·:..:.: --~ -------- ~f-~-!~=·.::-.j_·-=--~-.=:}~•=-=-_,_ ____ -~: __ ---- -----_,__ ----------·-------- - - - ::T . --:':::= -= ----------- PLAN SCALES HORIZ. : I"' : 40" VERT.: I"'= a· ___ ----.,...=,--- - '----t ------- -1---_.c_:::: ~--~-:~~=-~=~f~---7:::.--=f=----------t---r---• - ~ _:-:~.: ----=-~-f--;~1 ::.~.· ::.:.: ::.::t. -.:t.: ~ :::_ : . .-:: __ :-L-=--L -_ =--= ::'::-J: _ - - --------;-- _-__ -__ f-__ _ - - ..l - - :.:.... - _ _: ___ t :.:.::• ·::.:: L---.... --------t--------,--------. ---+---_t _--i -r----i ------= ----__ _, --____ ... ------{ - - - ------'----------------___ ,_ ___ -- ---------_...,__ -:.=:_j~=-==r:-=== --+---- ----·:=: '' CCF--t_, --1 ''::_ :, -_: _ ---- _J.'.::.1-----'----..::.:: -~~¥~=-----~ :t~·=·=-- -' ---------- - ""=i ----------- ------------------ -·+•~+c=F_:-~=-~ __ ,, ____ , --, __ . ,.,. c,-CCC '"' "" '"' :::::--J .::-=-==t ·-=--=-=-_:----.: -------,cc,_c1-.,,1 cc _.., ___ _,_ ___ _ +=+=~e=1•"±'-"±"=E't-':J~Ft~±=±==t=cE_~~~=t=:i==:-a==i:'3'=fEF=Fi~==r=t-=tr~#§§a~~-="j=±±=t=~±:-:':]_:-t:::':]_ a:::! -----_-_-.:;: ''+"'i=f.'tf .. =±-=f"'f-=!"=f=F~±~d=l~E--J~t~tf~=i -· ,-, ---:;:;;;~i .~~~Gc':~~i -.-~:;;;-~ I ---------------•-,----r-------·---_::-::::: ------ ----4-_ -_j_------- -·---------------- ---j-----r--- ... -_ ::: r_-__ - - ----j ---------• DR 16 15790 Sheet 248 Of 289 -------___ , __ _ Pf!.. 1 ----..i::::: :i -------------- -1 ----------- ------------------------------------------- - ---~ ... :::=, ____ ± ------ - ---------------- --- - -1::::::-~~~ - , .. ,, .... i:-• .: =---'.! ---t----l-•----t--.+--------r-------------- '"'"--"-"-1---t--~ ~-==----.::-: ----.:::; _ j -= -.:-=t ~ ::: t~~ :1 ==-i::: -L ---_-----:1 ===--==-=-:::::-±.::--_ ------.~~~V/~J-..:.=-.:..-=t-= +-+-+--... =---+ ------; ... _ =.__f-_:---:-_:-_ ::j=-_ =-- -t--! --_,_ --+ ·::t ------------ - --------------1===-:1· --_---___ ------.. --------------------------" ----------------------•-------.------------ - -------------' ----- ----------------- . ------ ------- ___ :-i::::: ---~--=:t===:.i= ----,:::.:"::::i~:=-:·· _-------,·-.:= =----=----9---=r 1---- 1/2 3 Inches • 0 2 on original drewlng ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STREET IMPROVEMENT CROSS-SECTIONS FOR SAN JOAQUIN HILLS ROAD ST A. 158+00 TO 160+00 MARK DATE DESCRIPTION PREPARED UNDER F===~----"==~=~---tsUPERVISI SHEET 248 OF 2e9 DESIGNED DRAWN REVISIONS J CHECKED SCALE DATE AS SHOWN Dl!G. tJD. o.c.E.M-A-TITLE BLK. FOR STORM DRAIN -40[0.23JPF• 3092 3401 11-Jul-88 01•05 PM/ 3092-5402 -_--_ ·:::1:. ------------- . • ·-.. -.. • : i f j • • • I --• 1 l j • • -, ------t---------·-1· - ---- ---::. -i ---j ---------•----_____ , --- -----• . --'j·-+--------------------------------+-------___ ...._ ____ ------------------+------------, ------ ------------------------=----=-::=-:::.::r _:·_ --:_--:::.-- --__ _, _____ _ ------+---------- -------+-------~ , ... ,. ·"-' "" "" "" --------~-'°:'J::'·' -•-··----_,,__ ----- -- --- ------------' - -------------------------r-----1--__ .. ____ ------ -------------• ---------------__ ,,_ - - ~_-; ·;=~---~-~ _-_::_:. -----•~.:~;~~ __ _._ --~~~-=~~+:·:-~~T-~~~:- ___ ------t--_--_ ----.:--1 ·_:-_:-_: ------: =-=t --=- 4-----------, ---------~----=---!=----_ ----------, ___ _ -----= --;-----,-----:.:: --=--____ J _____ L ____ ---------------,---l-----·---- -----' ----___ , -----___ i_ ---------- ---1-----·• --·----- -=---=--1---.t _ ,_-,-,.1·,---------------- __ .., ____ _ -.....---------·----•-------------·-• -l--------., ----•---------·----· ------! -7-------------------------L-·k------,---- ----------------------.---------...,_ -·---·- -" -'"•"" cccctcccc -------· -----------·- --<---l--+--=-:· ' ---!---·1.::::: ::::-: ----.. ---- --. -- -, --- -------------------r----------,----- ------r-----------------------•----=!---- --------- -=-~---------:: ----------:~=-... ~---~t:~= ::=: _·::~ ~~~ :.:::-: ----=---~-~ :·--- ------_,, ---- -. -----I------+---- _-T ··-•-----, •~b;;;.;~~E3~3=="1==cJc-"'=I--==-cJ:=-=.-11~-=--~-J"~--~1 --• -' ---' -·-----. --------------------•------- .:~ =~~= ·=·-<:_ "'::"::· ::.==:-:i=~-= :: .::t:.:--:,,_-------------------------,-----::-::: =::::t:::: --------_., "1 ----, ' ::=-.. ::::::::·.;,f=c ------icc_,_=c,,cc·-:_ 'c:-c· cc·, ='-! --------------------- 1/2 3 lnchee; :J-:· __ ::. --------- ~:i/(;;_ ~: ;¥!@11¥! ~~'i _._=" '-:= ,==: -------·-··-· -----------, --- 0 2 on o r I g I n a I drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENC. =--==----==r=:= =---=---=-t--=-.. =· =-= =-=-== = -=r--:1,:-:: --,------""------___ ,J_ ---• --• STREET IMPROVEMENT CROSS-SECTIONS FOR '-'-'O"--' ' ~lQ I · ·-,-: .• -------, ----=~ .-:I.. --___ _,____ ------.. --' ------------· -----.: ----•----,---·-_ ~----t;:·.:; _:.:_ :.:__ _ _ :cctcc, • ~~-.,-~_-_f.;_::·.t;~:: ~---=--~-= :.:::. == -~:: ----. SAN JOAQUIN •••• ----···t···· .••. . ...• t • CCCCCC,CC--=-.i --C --, --------. :_.:.=J .:-=.=-: ::_.:: = --=.i.:: !::..:: -"::::::::: ---= ---==---=--=-i==--= == =---= PLAN SCALES HORIZ. : I" = 40' VERT. : I" = 8' DR. 16 15790 Sheet 249 of 289 DESIGNED DRAWN CHECKED HILLS ROAD STA. 161+00 TO 164+00 SCALE DATE AS SHOWN flO. SHEET 249 of 289 o.c.E.M.A. TITLE BLK. FOR STORM DRAIN -40[0.23JPF• 3092 3401 tt-Jul-88 01•05 PM/ 3092-5402 cc l ------ -------------- - -'. ---+-----t---L -F --s---~ '&;?...fii➔ , ~ ::~-=--=~; ;~ -:::±:.::±:-=--_---~ ---::: ..::.::.r_=-_~-_-_-_·:_ ---- --"----5 ·A· I.El ---------, --t -• -_::_,._ ·.::. =- --------____ .. ____ _ - -- - ----· -- ----· ---, ------------------' - - -~-==--=-=·= -___ ~= ==~fr-·-x =:~ -s.:-.=-:. __ -)::=· =:::-.::-.7~~-:--=T~ -__ -~-_ _,_ _ ---- ---...--------------- -------- ------------..------------.----- ---_,_ ---_,_ ____ ).. ___ -----=---=-----3: • .=. _---:f:--:L ______ ,,_ __ -~=1 ·=-_:£_:_:·f~:-==-·~::;_ ---r --__ , --. ·:,':[ - - -' .---_---------------------------::1 _-_ ------'----- - ---::i:·-----_----- -------.,___ _ _ _, ___ ------ =----_------= -+·:..:· .:··-·:----------·:::::±:=:•::-: -=...1-... - - - --------. ---. --+-+---:__ ---------------------------------------------------)-- -=---.: ::.: -------.::-.: i ..::: :::: ------------------ -- ---------,------1 -------------- ---.t··--r------+ --- ::: ----~~--=-~=..;=:. -=-~=f~t~:: =~~ ~-=--~ -::_: _ ' -----.:;__:_ • _---t_..: ------1 ·::-.!..--=--=--+--------·:--==.::i :::,d _-~~:-J--:: -==-=-=--_7____ _-------' ___ j_ 7 ---,-----·-----------__ ------r--------::::i --------.:":-I-----::· :.: :::.: -=t=-=---J ·..:=:_ :::: :::=- ___ --------------1-----> ------' --- ___ ~~--===t:._:.::t::~= -+--t--t ------=--=~-.. -::--~-~-:t·---• --------': . .-:..:.: ------------.. -----,--~: ... ccr=ci=c=t=ci=c=r_ .=~ __ =ic-=_:_=i_: ::cc:.c."-F:,c ,_, :,-"-:: • ::c±:cc: ----··- --.=---=1--= -=1 ·-=-:1 cc:.c -... -,. -.l • ··, ~ ==-7 -----:::r:.-:: _ ___ , __ _ --==--..-=:..: .:.·.,:--, ---j, --- :_z_----. -~=~ ',, ·-· -•• ,·:ccj --- ------!"·-_:----t -----t--_:__:_ ., - ---j__ -_-.r.----r-~------• ~k~=£==~=' --~~ -=~-~===-=..:==:t==:: ---==t _=_-=r~~-~r~-=~1-~=-1 ---=t=== -, ,_ --t-----------::.::::.::: ::::: --"l ----.-_:::_,:==,:::-:.:.I. ._ --' -+- ·,j_:cc .: .. -·" -·.:.:.r---: ::-=---=1= ----·~---- ---~•-----,----l----------------------·"·t "!··' ----,------- - -----' - ------+- --------::r::c:, C: ,:Cl =-, , :.c1 '~ .:-:: -~ ~:- ----+------------------:· +--:= __ ::J----::·j:_:: =---------------- ------------------ -• r-----t-:.: ::::•:.::.:... ::--.:.:.: -: ... ::.:.:: • ------ ~J==-------:..:.:-·.::·---_-_-_____ ------~=~------___ _,_ ---------------,------' -------- ----1---- : ~~~:------~=1·:_ ..: -_::_ ·-=-~l:~~}~~i= --_:------------:.: =~~f:~--.. : :_ =~ ~}]==~ ~;: ::--:-=::~ ~~~~r-=:• : ;: ~:~ ----_ _,___ -_ -:i::::=::-~;; .. ;:1~;-J~: =-= ~~~--~-~~-i-----:: ----~ ::.-_-_ --=~----1----~ --:.:-r-=ii = ------= --~ -==i=~-=--=-==~:j:_~-~ ::_·-'_ ==-=-.===-=f:::·_ >-=·=·-=·;_ -_-_--_ =·:;-+--~==-1 -~7~t~---:_1===-= --- t ==--t-=----t---=1------=---------}-----::-.:..: :::::t: __ ---------____ _,____ ------' • •• :::c:i.c7'J= ¼::.:1:-:.:~ :_:: .:::. :::_ t-- -- -•••-L•••- • ----f---------___ _:j -.::.: .::: ----- ------, --------+--" r - -r-------r------ ----~--------=----_: =-t=-. :... ----------------•-- -- -------_ _,_ -·---,_ ------ --------------~------------------,_ =--= ----:. : .. : =--==-.:.: .:-::t:::.::: --------,____ '-- __ _ ----~ -__ J. _______ , __ _ ----------_: _::J--..: ----:..:.t· -----=i= ---------.--------- :· :=-r~ J T ~ • ::: ~ ·-=~=--__ =· ;; · ... ::1-=~·=-=:'.:'-:: -_::-_:r--..:=: --'--_:,:--- ---' -· -----t -------=·--l ---: ---- -------------------•------------,------------· --------_,_ __ __J ___ --------+----, _____ ----=-----------,---------·----------------------------.------------ --------, --------~ -------------,----------, ----.-------' .:. -,= ·,. :::-::c __ _ ----- ] :::.: :: ,---------____ ....,_ " ---~----:.:. ·_:.·j =--_ ~---1----f" :=--±::=t=±::=t=ic :i.- •••• ','-j:" ----------------------------------------,--·-----------, -- ----------; ----,- ----L---+-----4----: --------------------- -- -,:c ~ccc[::... 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DRAWN ICHECKED AS SHOWN == :: --➔-· -::· ···:.:: - ----_. ____ -, ' -=~L--~ -···-- AGENCY SHEET 255 'of 289 TITLE BLK, FOR STORM DRAIN -40C0,2JJPF• 3092 3401 11-Jul-88 01•05 PM/ 3092-5402 l ' -------·-", __ , ------... __ ---__ .., __ --< •-,j -------__ _, _____ ----' ------------------- . --------- --···--- -----------------:-·::~ ...... --1 _-_:.::c·_:_:-_ - ->··--··· -----,---:..j···.:::::r····-f---:: >-----~ -~---j------4 ____ ;, ___ _ c .. : -----·-·· ===== -: ------------- -11-QQ -Q-t-50 --- -- ;, --!----· --------- -----l -. __ _ --- 4+00 4+50 PLAN i" • 40' 5+00 SCALES ----· HORIZ. : I" • 40' VERT. : I" • 8' ----- - _ ____ , -------- -------- Dr. 16 15790' Sheet 256 Of 289 -- '!:.::. --- -----,----- ..:.·:..: -~ i -------_____ , -------------(---::j ____ _ -···--····--·-···· --···- ------• ____ .,. ----- 1 /2 3 Inches 0 on __ .,_ _ ___ .,_ --_.., __ _ --.:.1:::.. .. ___ J ___ _ -___ ..j 2 original drew Ing PREPARED BY THE KEITH COMPAtJIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STREET IMPROVEMENT CROSS-SECTIONS FOR SAN JOAQUIN HILLS ROAD ST A. 181+00 TO 183+00 ~M~A~R~K~D~A~T~E~_~D~E~SC~R~l~P_T~IO~N----l~a~~~~~lg~D~~ )--t:JmU,-/Y, .()u,c.(_'--'~-t REVISlotlS JAMES~,,,.., DESIGNED SCALE DATE Dl!G-rm. DRAWN CHECKED J.O. AS SHOWN ----t:.----, -_____ '------·-1 --- ---------, ----1 -- -- --t---' -··· -. .., AGENCY SHEET 256 of 289 TITLE BLK, FDR STORM DRAIN -40[0,23JPF• 3092 3401 11-Jul-88 01•05 PM/ 3092-5402 --- _:.:: -::-.:::: -------- --== _ _, ---"t·--- ----~-~ --- --- ----i ----+--···- ----r ----• -------·------ -. ---· -------···-1-·------------· -·-----"" ~- PLAN SCALES HOIUZ. VERT. 1 "=401 f" I " = = 40' II' DR. 16 15790 257 Of 55Sheet -.DI/. ---------------------~ --- ---- 289 •• -::::: -----•-·-----c:;:f -----· DESIGNED DRAWN 1 1/2 3 Inches ·.:::::. -=-: ---- ---·· ---- 0 on original t----- --·--·::::j::: ----------··----- --·-···--···----- 2 drawing --- ' --+-===-+_;::t: ----------t- -- --- -----+---------- ----, --- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STREET IMPROVEMENT CROSS-SECTIONS FOR SAN JOAQUIN HILLS ROAD ST A. 184+00 TO 186+00 REVISIONS JAMES a SHEET 257 of 289 SCALE DATE DUG-no. 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O,C,E,M,A, SAN HlllS ROAD STA. 187+00 TO ISQ+OQ ~M-"A-'-R"'K"D"-A'-'T"-E..__-'D'-'E"'S-"CR-'l"-P-'-T"-1 O"-N'---l~~~~~~f g I g~o~~ ~, A d_ .lJ~ REVISiotlS JAMES~ wr-r: DESIGNED M~. SCALE DATE DIJG. flO. DRAWN GA I CHECKED J.0. AS SHOWN SHEET 258 of 289 TITLE BLK, FOR STORM DRAIN -40[0,23JPF• 3092 3401 11-Jul-B8 01•05 PM I 3092-5402 tP 9-- 5~ _ _: :: .. -------------- ------= ' • ..,, ·ct::t.. £,-'.:~ -.. ::t-=-::-::-+= ::: --=---------___ ,_ ----, -------+--------a---- -------------------- ·-----------·------- --l ---------------------------- ---------------- I --._, "-, . -.-' l • ' ' ! --i---" f ·1 --:,--- _ -1 ;-~=--- ' ' ! 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PLAN i" • 40' SCALES H0RIZ. : I" , 40' VERT.: I", 8' DR, 16 1590 Sheet 260 Of 289 /:)(2. If:> ------------------------ 1/2 lnchee; 0 on 2 original drew Ing PREPARED BY THE KEITH C0MPAtJIES ' ___ .,_,,.. -· ----+···---+ : :.:.: ~ ::::-::-:-.: . --·----- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT STREET IMPROVEMENT CROSS-SEC'T:!ONS FOR SAN JOAQUIN HILLS ROAD STA. 197+00 TO 200+00 MARK DATE DESCRIPTION PREPARED UNDER / .. , /A I' 1-,, , i--:..:===:..c,.=-=---"~='-'-'=c._---1 SUPERVISION OF U'. REVISIOfJS JA•'-ES """"' ,,,.. .. 1-------"'=-'--'==::...._---+-----"f"""'"--' SCALE DATE D\!G. rm. DESIGNED DRAWN iCHECKED AS SHOWN --- -- ·--- -- :::::·.' --- AGENCY SHEET 260 OF 289 1$~0 o.c.E.M-A. TITLE BLK, FOR STORM DRAIN 40C0,23JPF• 3092 ~401 ll·Jul-88 01•05 PM/ 3092·5402 --------------------- i !E • V' ""----,-----+------------+ • --------+-- -----,---,--i2+ --------r:- -----j ------"" ------ 1 ' .,. --t --i : l ! : ' ' . ' .;. ·:::-~ ' ---~. -• . 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TITLE BLK-FOR STORM DRAIN -40[0,23JPF• 3092 3401 11-Jul-8B 01•05 PM/ 3092-5402 GRADING NOTES: 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE COUN1Y 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 ON THE SITE. 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE DISTRICT GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE 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 OENSl1Y. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSl1Y. MAXIMUM DENSl1Y SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT. AND FIELD DENSl1Y BY UNIFORM BUILDING CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT. 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND 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 AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE, AND APPROVED BY THE BUILDING OFFICIAL AND SOIL ENGINEER. 10. STOCK PILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO EXCAVATION. 11. THE DESIGN ENGINEER, AS A CONDITION OF ROUGH .GRADE APPROVAL, SHALL PROVIDE A BLUE TOP WITH ACCOMPANYING WITNESS STAKE. SET AT THE CENTER OF EACH PAD REFLECTING THE PAD ELEVATION FOR PRECISE PERMITS AND A BLUE TOP WITH WITNESS STAKE SET AT THE DRAINAGE SWALE HIGH POINT REFLEXTING THE HIGH POINT ELEVATION FOR PRELIMINARY PERMITS. 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 STABILl1Y 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 SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE/GRADE AND 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 STABILl1Y PROBLEMS EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL 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 AND CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABIL11Y OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 18. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 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 1YPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENS11Y, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TESTS. SUFFICIENT MAXIMUM DENSl1Y DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSl1Y 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.-TRE-CIVIL ENGINEER SHALL BE AVAII..AB[E DORING GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN THEIR PURVIEW. 23. THE PERMITTEE IS RESPONSIBLE FOR OUST CONTROL MEASURES. 24. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 25. THE LOCATIONS AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILl1Y OF THE PERMITTEE. 26. APPROVED PROTECTIVE MEASURES AND 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 COUN1Y, HUMAN SERVICES AGENCY, DIVISION OF ENVIRONMENTAL HEALTH. 28. ANY EXISTING OIL WELLS SHALL BE ABANDONED IN COMPLIANCE WITH THE ORANGE COUN1Y 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. (GRADING NOTES CONTINUED ON SHT. 263) Design Profile --~Topsoil ---- 1 :1 Projection Alluvium ALLUVIUM AND TOPSOIL REMOVAL DETAIL (N. T.S.) COMPACTED - - - --FILL---- - - - - - --~-- - - - -___ _....._ - . - - - - - -..,....._ - PROJECTED PLANE 1 TO 1 MAXIMUM REMOVE UNSUITABLE MATERIAL--- - - --,;;7~ ---=;.,.,~, - - - -............... _ - -......e'_ :1/, ----- - - -.,..... ----"-7-~==(__ FROM TOE OF SLOPE - - -?~ --.......... 1 - -_ _.......... - -__.,_ A TO COMPETENT MATERIAL\ - -:::------~~ -;::;---- -,,?' -----------;--~ ---4' KEY DEPTH (D)-----, -~ - -. .,~-r. - --.....---'-------;,.,-------· EXISTING GROUND _...--JJ-;'/I'" ,,,,,. _.. ---- SURFACE · -'-:c,,,Y·----_ -_ -_ -_ -_- BENCH • °(1YPICAL) --,131r--,,,,,.-------] C~s· :N~ ,,,,,. _,. _,. 2' MIN. ilowEST BENCH I .,,-, _,. (KEY \"1DTH) (W) FILL SLOPE REMOVE UNSUITABLE MATERIAL-- -COMPACTED -..---- --F!LL -_...;..._....._ -- - - -..,....._ --~ -------,;;7----- -............... _ --~ ----;::o,"-___ ..::t::__ --~ --~F-.--;=~ _......,,_ -----A :::-----~~ ----_.,.--:: -------- -----EXISTING GROUND _,. _,. ,_,-_? _,,,, _ SURFACE~-_. _., _. _._ ~ _~_ - _ - _ - _ -~ _..---2% MIN - ---- --A BENCH (1YPICAL) 4' _. .-_., .-_., 15' MIN~ .-.-_. _., 2, MIN. LOWEST BENCH I -_., _. .-• (KEY) * CAN BE CONVERTED TO FILL SLOPE WITH A MINIMUM 2 FT. DEEP AND 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 BENCH (KEY) MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON ACTUAL FIELD CONDITIONS ENCOUNTERED DURING GRADING. BENCHING DETAILS FINISH GRADE NO OVERSIZE ZONE -- - - - - -10' MIN. OR DEEPEST UTILITY COMPACTED-- FINISH SLOPE FACE\ _ -_-_ -_ ~ -_-__:-1-:: .. .-:::...-=-=-=-==-=-=-=-.!I~_-_-_· --= = = L--"._ () = = = = I', = = = = = -V-------~---v------~--------------~-------------------------~-------------------------?------------------------~ ------------------- --_-_-_-,,<.../_ --I/_ -----_,,--...._ -----3' MAX -40'-MIMc -~ - - - - - - - -'--'1_-_---~ • ___ -_----1:,.,---::::_ -- - - - - - --4' ~N. - --f----15' MIN. - _ - - - - --/-- ----- - ---==t°-- - - --_ _ _ --3' MAX. -_-_-_---;,',, __ - - - - --_-_-_-_---n-- - --_---_-_-_-_ -----r--------------------~-------------------=-=~ - - -- --- - - - - - --• OVERSIZE WINDROW REGULAR FILL FREE OF OVERSIZE SHOULD BE COMPACTED TO 90% RELATIVE COMPACTION () ... - 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). GRANULAR SOIL CAN BE PLACED INTERIM COMPACTED FILL SURFACE IN STAGES (FOR LARGE ROCKS), OR AT ONE TIME (FOR SMALL ROCKS) 6" MIN. ·,-- -LARGE ROCK INTERIM COMPACTED FILL SURFACE A SMALL ROCK . .. : • TRENCH DUG INTO COMPACTED FILL GRANULAR SOIL (SE), 20) TO BE DENSIFIED BY FLOODING ROCK PLACEMENT DETAIL SUBDRAIN 1 :1 MAX ROCK '--NA1l.JRAL GROUND ,, '-'-,_ BENCHING DISPOSAL DETAIL (N. T.S.) ~A=L~T~E=R=N~A~T~E~~A~: PERFORATED PIPE SURROUNDED WITH PERMEABLE MATERIAL DESIGN FINISH 11,_ GRADE -'II,- 'IJT'" lr -FIL TER FABRIC RAFI 140 OR ,/ (Ml ---:1-1-__ NATNE._BACKFllL -_ Ae eROVED_EQUIVALENT) __ _ 0 -~ . ~:-:-.•· . . ·•.CAP . ' . .. 15' 5' 20' MIN. I MIN. MIN PERFORATED , .. NONPERFORATED MlN. PIPE 4n¢MIN. ' . ~~3/4" TO 1-1/2" . y CLEAN GRAVEL OR APPROVED , EQUIVALENT ~-CAL TRANS CLASS 2 PERMEABLE DETAIL OF CANYON SUBDRAIN TERMINUS ALTERNATE A-1 SUBDRAIN 9 FT.3 /FT. 6• IN. CO\l'ER BEDDING 4• MIN. PERFORATED PIPE 6"~ MIN. • < ALTERNATE A-2 AL TERNA TE B: CLEAN GRAVEL WRAPPED IN FILTER FABRIC ALTERNATE 8-1 NQIES;_ ~ 6" MIN. OVERLAP\ -I r FILTER FABR MIRAF1 140 FILTER FABRIC OR APPROVED EQUIVALENT > 3/4" TO 1-1/z• CLEAN GRAVEL OR APPROVED EQUIVALENT 9 FT. 3/FT. ALTERNATE 8-2 • IN ADDITION TO e• MIN. OVERLAP, IT IS SUGGESTED THAT FILTER FABRIC BE PROPERLY TIED (SUCH AS WITH NAILS). • SUBDRAIN INSTALLATION -SUBDRAIN PIPE SHALL BE INSTAU.ED WITH PERFORATIONS DOWN OR, AT LOCATIONS DESIGNATED BY THE GEOTECHNICAL CONSULTANT, SHALL BE PERFORATED PIPE. • SUBDRAlN TYPE -SUBDRAIN TYPE SHALL BE ASTM C508 ASBESTOS CEMENT PIPE (ACP) OR ASTM 02751, SOR 23.5 OR ASTh1 01527, SCHEDULE 40 ACRYLONITRILE BUTADtENE STYRENE (ABS) OR ASTM 03034 SOR 23.5 OR ASnA D1785, SCHEDULE 40 POLYVINYL CHLORIDE PLASTIC (PVC) PIPE OR APPROVED EQUIVALENT. SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. STANDARD SIEVE SIZE 1· 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 \ OU1LET PJPES - 4~¢ NONPERFORATED PIPE 100' MAX. O.C. HORIZONTALLY, 30' MAX. O.C. VERTICAU. Y --- KEY 11'± --- - ---- DEPTHl L --- -2% - - - - ct-r -KEY ;OTTOM =2~ M;~L ;;,A~K -- 2' MIN. OR J <-----KEY WlDTH (W)1-----i PER APPROVED 15' MIN. OR PER APPROVED REPORT/PLANS REPORT/PLANS 15" MIN. --------- BACK CUT 1: 1 o'R FLATTER TYPICAL BENCHING SUBDRAIN SEE ALTERNATES A & B CALTRANS CLASS 2 PERMEABLE MAlERtAL (3 FT. 3/FT.) -~ T-CONNECTION < 6" MIN. COVER PERFORATED PIPE~'-1 •-•-"l'-10' MIN. EA. SIDE CAP FOR ALT. B NONPERFORATEO OIJTLET PIPE DETAIL B-B T-CONNECTION NOTES: • ACTUAL DIMENSIONS OF FILL BLANKET, BACK CUT, KEY WIDTH, KEY DEPT!,, AND SUBDRAIN MAY BE CHANGED AND ADDmONAL KEY HEEL SUBDRAIN, BLANKET DRAIN, OR VERllCAL DRAIN MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON FIELD CONDITIONS. • SUBDRAIN INSTALLATION -SUBDRAIN PIPE SHALL BE INSTALLED WITH PERFORATIONS DOWN OR, AT LOCATIONS DESIGNATED BY THE GEOTECHNICAL CONSULTANT, SHALL BE NONPERFORATED PIPE. • SUBDRAIN TYPE -SUBDRA!N TYPE SHALL BE ASTM C508 ASBESTOS CEMENT PIPE (ACP) OR ASTM D2751, SOR 23.5 OR ASTM D1527, SCHEDULE 40 ACRYLONITRILE BUTADIENE STYRENE (ABS) OR ASTh1 D3034 SOR 23.5 OR ASTM D1785, SCHEDULE 40 POLYVINYL CHLORIDE PLASTIC (PVC) PIPE OR APPROVED EQUIVALENT. SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. STANDARD SIEVE SIZE 1· 3/4" 3/8" NO. 4 NO. 8 NO. 30 NO. 50 NO. 200 PERCENT PASSING 10D 90-100 40-100 25-40 18-33 5-15 0-7 0-3 SAND EQUIVALENT > 75 PERFORATED PIPE 4•~ MIN. 4" MIN. BEDDING ALTERNATE A PERFORATED PIPE SURROUNDED WITH PERMEABLE MATERIAL POSITIVE SEAL SHOULD BE PROVIDED AT THE JOINT 5% MIN ~ ---Ou-ni1 p1PE FILTER FABRIC (M!RAFI 140 OR EQUIVALENT) S• MIN. OVERLAP 3/4• TO __,cc;_.,,V,< 1-1/2• CLEAN • • GRAVEL OR APPROVED EQUIVALENT (3 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 MAXIMUM FROM TOP OF SLOPE TO COMPETENT MATERIAL---- KEY DEPTH (D)-~ OVERBURDEN OR UNSUITABLE MATERIAL--,,- -,,-,,-- NATURAL-----.... _.,. _.,. GROUND _.,.v --------/ FINISHED CUT PAD -L_-_-_-_-_-_-_-:,,.--/ COMPACTED -_,,,_ • • • • • • • • • • • • • • • • • • ••• • • • • • • ---7L---FILL_;,,..-- £'.'-....---/-- - - --;;,,-A ~ __ .,,. ___ -.........--- - --/-- - -7 f-::=~ -------:::,-A -----..-?::. -- -_-,,_-_z_-_-TYPICAL BENCHING PAD OVEREXCAVATION AND RE- COMPACTION MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON ACTUAL FIELD CONDITIONS ENCOUNTERED. --~---7 ~ -?".~ - - _1-,,J,'~-MIN.- r?--!ll.::c",0~ ,._ I COMPETENT MATERIAL ACCEPTED BY . _2' _MIN._ 15 FT. MIN. THE GEOTECHNICAL CONSUL TANT 7 ···c:owEs, BENCH (KEY) (W) NOTE: SUBDRAIN AND/OR GREATER DEPTH AND/OR WIDTH OF LOWEST BENCH (KEY) MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON SUBSURFACE CONDITIONS EXPOSED DURING GRADING. SIDE HILL FILL KEY DETAIL (N. T.S.) 1 1/2 0 1 2 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY • DETAILS (N. T.S.) 0 CAN YON SUB DR Al N DETAIL lf-MA_RK_,_D_AT_E....L_ __ DE_s_cR_1e_r1o_N_--11 ~~~~~~g/o~"g~~-H??>W:::d.'. Oa-,u. SHEET ~ ro 7 REVISIONS JA«cs A DANE • R.C.E. 26936 DATE 2 6 2 g~ t--------(,-----)-------0 N N T S DESIGNED SCALE DATE DWG. NO. OF ") N • • • DR, 16 15790 D"-. , Sh 26 DMW AS SHOWN znq I oro~======~===s=======================================!'=================================================:!'====================::,=========~;;;';ee~t~:2~0~f=2~8~9~ • .e::==========d\==========:::J~D~~~W;N~~-~-~-::::;;;!~c:HE~C~K~E~D;;;;;;;;;J1~,,;;:;,Jb==="========:=J=~u~-~==1JI t _ D (I... tl? to 7 47c1 . -- 1 ..... J+OC 19 +00 191+00 192+00 193+00 194+00 I 195+00 I = 196+0(, 197:+00 198+00 199+00 ======== -- STATION CU. EXC. YDS / / / /. / _J.2- r NS / / I ~ 32, 33, 34, 35, 36, 37, 38. 39. N/A N/A (GRADING NOTES CONTINUED FROM SHEET 262) 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. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED BY THE DISTRICT GRADING INSPECTOR. SLOPES EXCEEDING 5' IN HEIGHT SHALL BE PLANTED WITH AN APPROVED PLANT MATERIAL. IN ADDITION, SLOPES EXCEEDING 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 SOIL AND GEOLOGY REPORTS AND ALL SUBSEQUENT REPORTS AS APPROVED BY EMA/REGULATION, GRADING SECTIONS ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. 40. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORM WATER ARE PROVIDED AND FUNCTIONAL; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 41. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN 1 /2 MILE OF 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. 43. N/A THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO THE BEGINNING EXCAVATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN THE EXCAVATION WILL COMMENCE. THE ADJOINING OWNER SHALL BE ALLOWED AT 30 DAYS AND REASONABLE ACCESS ONTO THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS PROTECTED BY LAW. EROSION CONTROL: 44. IN CASE OF EMERGENCY CALL: JAM ES A. DANE AT WORK: 714 540-0800 45. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECCESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS I WAIN ENT. 46. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 47. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 48. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREET, CHECK BERMS AND BASINS. 49. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARDS DESILTING FACILITIES. 50. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 51. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH APPROVED PLANS. UNDERGROUND 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 WDRK AUTHORIZED ON THIS PLAN. A 5.5' 5.5' -,-,-~--,-,---.-;::-----~,--,I''-,-, I 7'-1:-'-c.-'_lr--t'""::,-':7""""__..T-O-P~O-F_P_I_P_E ~1--·-· GRATE ASSEMBLY ----=""--c:;;t:_::..=:±;::> 6"x6" -W1 .4xW1 .4 W.W.M. SECTION 5.5' ELEV. = F.L.-1.00' .J-----INLET TYPE V A-A 5.5' RISER PER O.C.E.M.A. STD. NO. 1305 A --~ ;;-,I--+------' "' N 5' SWALE SEE DETAIL 5, THIS SHEET ~,__ __ C_._M_. _P_. _R_I _S_E_R~/_S_'vV_A_L_E_I N_L_E_T __ _ ~ (N. T.S.) -----~~------------------------~--~~-- ®JUNCTION _J ,)---INLET TYPE V RISER PER 0.C.E.M.A. STD. NO. 1305 ·>--6" CONC. ENCASEMENT ~ JUNCTION STRUCTURE TYPE VI PER O.C.E.M.A. STD. NO. 1315 STRUCTURE W /C.S.P. (N. T.S.) RISER ' ' s· t. 2.5' "l N "' R/.W F.L. DOWN-DRAIN 9' 3' SECTIO~~ A-A 3' 1.5' 1 .5' 5' """" '1 "y ;S-"° ,. ,,_'1, '1 BE;l,'IN TRANSITION / --'-;f'/----',-R/W---- 5' ,. c,· 5' GUNITE SWALE SPLASH WALL 6'·, ". C,· ""' 7' 7' A DOWN-DRAIN TO GUNITE SWALE TRANSITION (N.T.S.) 'v~'\>';,. ~. Cv -----/ -24"x 24" CATCH BASINTBROOKS No. APPROVED EQUAL WI H ALHAMBR RAISED GRATE AND en 2424 OR A FOUNDRY I FRAME No. A-1850 OR APPROVE D EQUAL NCASE 6" PIPE E w 1TH CONCRETE NCTION STRUCTURE YPE VI PER O.C.E.M.A. JU T s TD. NO. 1315 STORM .,, __ ••' . .. -.~. . . • . . . . . . .. . . . . • . . . '' . . . .. DRAIN I / c-TROWEL TO DRAIN CONCREi:EJNVERT I \";.~ , ..... i<>j 6" P.V.C. SCH. 40 I 6" I I . ' . '· .. . ~ ' • - PIPE ' 290 1----_,_M,_,_,E,,_.,D~IA~N~D~R~A=IN~Rl=S=E~R~D~E~T~A~IL {N.T.S.l DR. 16 15790 Sheet 263 Of 289 I JUNCTION STRUCTURE 6 .. p V C CH 40 TYPE VI PER ' • • S • O.C.E.M.A. STD. No. 1315 ENCASE 6" PIPE WITH CONCRETE STORM DRAIN 24" ,24" CATCH BASIN BROOKS NO, 2424 WITH ALHAMBRA FOUNDRY RAISED GRATE AND FRAME NO. A-1850 OR APPROVED EQUAL. SECTION A-A 6" P.V.C. SCH. 40 AS NECESSARY CONSTRUCT 3" THICK CONCRETE FLOOR IN BOX MATCH FLOW LINES TROWEL TO DRAIN. GEOTEX11LE FILTER FABRIC PER O.C.E.M.A. STD. 1808 RIP -RAP PER O.C.E.M.A. STD. 1809 15' 0 RIP-RAP VELOCITY REDUCER 5~---------(N. T.S.) 5' l- -=111--· 11-' • =11,- --=1 I I=-. ' ,_ 12' 7' - - ~-TERRACE DRAIN PER O.C.E.M.A. STD. NO. 1321 ,1~, lTTf_ CD 12' TERRACE DRAIN 1 t-----------(N.T.S.) MARK DATE DESIGNED 1 1/2 0 1 2 3 inches on original drawing DESCRIPTION REVISIONS ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS PREPARED UNDER~ C/ .(2 SHEET SUPERVISION OF t;---_ • ~ DATE 263 SCALE DATE DWG. NO. OF AS SHOWN 289 0"' 0"' '-'" nn O"fl=================================="=================================~================================!.b======db;;:;;;;;;;;::;;:;;::;;:;;:;:;;J;::;;;;;;;;:;;;;::;;:;;::;;:;;;;!_~==±===1,,,=====±===~ 0"' '-= DRAWN D,M,W, CHECKED j) (2,, IG ,s· 7 f'D t), ' A ' ' ' • .r i j ':>EE STORM DRAIN PLAN FDR RIP-RAP Dli"1EN51□N C-<>--, 4 PIPE DIA. see detail G Cl~\__) -~ +-' /li_mits of grouted~ ' , I \, I I \' '--8" fillet--+_, ~\1DC)5 -£....i I-+ ~ J J-/\_s" FILLET \J0 I I I I ~1} ~ I I I I " -I 1,,, -+ " I - -I I I I I I I I I I I I I I I 3.. .,,:,;_ ,1-~--, -HH 1 -cfi~llet N ~ __ 8,, /_ ,-, -e, I I ,, Q / [ j I I I f""6" FILLET ) FILLEl 1_ rf),0 I\ Lt;~~ 45' I ' ) r l aGo ~ ~ r9"pt11 '-/~~~Y-=--_1_=1-r1~/-__ ~Q~O~O~D~00C'b~ see detail F L ...., \_ V '--' 8-<>--' PLAN -grouted rock asn _( , ) noted on plan 1rs',__, -,,. rs o9\;' A @IMPACT TYPE ENERGY (N. T.S.) DISSIPATOR SECTION A-A 1-1/2" GROUT HOLES FOR FLOOR SLAB 2'-" 4 #5 DIAG. L=4'-J" 7/-5@6" -c-c TYP. TOP & BOTTOM OF SLAB SECTION 8-8 4 #5 DIAG. L=2'-9" PLACE DlAG. TOP & BOTTOM REINFORCMENT DETAILS FOR FLOOR AND ROOF SLABS w J ~t;: ,z.; <:I "'"" b 0 8 I " ~ ' • ' ;:_ b w J STEPS-SEE NOT 3--.__ ~-.. -.. jA" PIPE RAIL SEE NOTE 7 SEE DETAIL A FOR JOINT • • 0 I N -COUPLING ROUGHEN SURFACE .. 3'-0 SLOPE 1 /8" PER FT. ~ 18 .. ~ .. 1-1/2" GROUT HOLE.._.. 2"X6" INSIDE DIAMETER /I ~ :±: 1-,• V µs:: 5" [b!r' ~ 3•~0· [b!r' ' L,-Or I~ LIGHT WEIGHT METAL INS RTS . Z<: TYPICAL >--~=-~ 3/16" «I "'"' TYPICAL FOR ROOF SLAB GROUT RAIL IN PLACE V t z D "' z w E "' "' C "- 2 <( -' 0.. z <( "' 0 ~ 0 ti u., w "' ~ ' ' ( I \ I PRECAST G' CHAIN LINK FENCE / ~ PER 0.C.E.M.A. STD. C ,' '\, 600·0-0C \-'6.,-" "'t -l------'!'----1 \ J I 1:1-- Place 3/8" expansion--~ joint material between pipe and wall ,-,,----X, ( ( ' \ \ "' 0 roughened--/ construction joint p.c.c.--~ lap \Bl' / 18'' LA \ .,,-, .. __ . 8"f!LLET #4 @ 1 Q" both ways , #4 @ 18" both ways_; ~ I 6" fillet__,/ -~ 'h #4 @ 18" both ways (FRONT!< BACK FACE) t' - ( first layer of rip-rap placed at random with maximum spacing of 2" between rocks. min. EMBED--RIP--RAP 8-11 M-IN. INT□ 1HE L□NCRETE . ;· · ... ·. ' . : \ >_ ~-->.: •\ _!; . Slope to,'-''---1. . • . • : E conform to existing F.L. 6x6/10/10 wire mesh where slope is steeper than 4: 1 ~---t--•• ·_,- 4 Pi e Dia. min. 8"min. SEE STORM DRAIN PLAN FOR RIP-RAP DIMEN':>l□N SECTION A-A 5EE STORM DRAIN IMPROVEMENT PLANS FDR \ LETTERED DIMENSIONS. • '• . ___. A NOTES A ROOF SLAB " "' 'Cw 1. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PROJECT DRAWINGS WHEN REQUIRED. GENERALLY, 1T IS TO BE CONSTRUCTED IN DEEP MANHOLE SHAFTS 20 FT. OR GREATER IN DEPTH. ;ow "z "' -0 l' ~ •. STEPS ARE w CONTINUOUS t; 2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MAN- HOLE IS REQUIRED. >-c:;HAFT b!-:J rn ·-0 0 -"'w ~z SEE z;, ooc NOTE 3 A) le~ o □ Iw r:--: "'rn Ww :Sic .. w Jo >-r lez .. ~o -· «F "' " 0 '-' r':i PRECAST let, FLOOR SLAB ~" wx □w ~ B) ~ i"-JO!NT DETAILS PER NOTE 8 .. 3. STEPS SHALL BE 3/4" ROUND GALVANIZED STEEL ANCHORED 4" IN THE WALi. OF THE STRUCTURE. STEPS SHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT. SEE DROP STEP DETAIL HEREON. 4. CONCRETE SHALL DEVELOP 3000 P.S.I. OR GREATER IN 2B DAYS. 5. REINFORCEMENT SHALL BE PER ASTM A615, GRADE 40. REINFORCING STEEL SHALL TERM IN A TE 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. TI--!E 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 SHALL BE FILLED WlTH 1-2 MORTAR AND NEATLY POINTED OR WIPED ON THE INSIDE. \ MIN. 61 CHAIN LINK FENG-E -~s)MMETRICAI. PER 0.C.E.MA. STD. 600-0-0C ABOUT <i_ (1 )#4 P.C.C. ·-,, - ···~, SECTION B-B ,_ ----------. -' _, -OPTIONAL C□NST:-J□IN1. / ------~------;:_ -~ TOP OF WALL SLOPE / . Existing flow line ' RIP-RAP THICKNESS PER STORM DRAIN FLAN • ,) SYMMETRIC,,( ABOUT lj:_fl B"OPENING H-~ I I '• SECTION C-C 1-1--~ir 4@ IB"' BOTH WAY~ _ __,,/ -Q_ 00 :5 #4 @ 18" BOTH WAYS -#4@ 1□11 BOTH WA1S #4 @ 18'' o.c. BOTH WAYS 8" FILLET DETAIL F DETAIL G ;' / #4 @ 18" BOTH WAYS r P.C.C. ---· . _______ ,_, ,L4il_4 ____ _ E < HEADWALL SHALL BE MONOLITHIC. LAP All BARS AT CORNERS 30 DIAMETERS IF NOT CONTINUOUS. ,i; . 1/" (2) #4 OR #5 SEE NOTE 2 #4 OR #5 12" o.c. EA. WAY, SEE NOTE 2 G' CHAIN LINK FENCE PER O.C.E.M.A. STD. 600·0·0C REINFORCING DETAIL ~/-. ___::"'--::-------,- (2)#5 I : .... . . ,::•·. ' . .· . ~-=--~ \ 8" b D 45· f / it4 @6" fr·4 @, I□" C□N11\l!UQUS FROM FRONi FACE OF l!,-AFFLE WALL '-- ' • ,ft 4 @ IR" 0.C. ( BACK FACE°) # 4-@1o"ac.(fR□NT FACE) I/ -LAP 18 11 e--t---t-t--c--1c'-7 ·r #8 EDGE BARS ADD'L lrt9'1~t-7<t---r---/-;ri _ f. ,---WALL REINFORCEMENT IB" NOT SHOWN \ 8" J ~~~,------~ -.-. ---;; • ., ~ BAFFLE WALL II 3 11ES @. 6" • Cf" Clllll lR.'-"S!l\OOI ~-. •1 • , ..... -.,, .•• ., • •~ ... '-Wll'E 1/•" Pal fOOT SECTION B B Al I I I I / I #4 OR #5 12" O.C. EA. WAY SEE NOTE 2 PARKWAY CUL VERT-TYPE "A" 'N • (2)#4 OR #5 SEE NOTE 2 CONTINUOUS BAR 90' BEND OR #5 12" C. EA. WAY E NOTE 2 \o I DR. 16 15 790 Sheet 264 Of 289 (N.T.S.) O.C.E.M.A. STD. 1309 1 1/2 0 1 2 '· VERTICAL SECTIONS I 1-.JOTES: 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRETE. SECTION, A-A 3 inches on original drawing 1-1/4" DIA.-3'-4" LONG DETAIL A -ROT A TED 90° ~1-_M_A_N_H_O __ L_E_L_E_D-,-G_E_D_E_T_A_I_L_ ~ (N.T.S.) 1----1~•-· -----1 I I N.T.S. I VARIES (AS REQ'D BY THE I STRUCTURAL DRAWING) 1 r~~~~Ot-r1~-P MILD. STEEL l3 R PLAN VIEW [A E: 1 2-112·1=□ --R~~~:::=::::::~~ SECTION A-A FRONT ELEVATION 1.8_ NOTES DROP STEP DETAIL N,T.S. 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "'If UP TO BD". ABOVE "W' =BD" NO, 5 BARS SHALL BE USED. Z' 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 EX0 0SED CORNERS TO BE ROUflDED 3/ 4" RADIUS. 6. "W' SHALL BE INCREASED WHEN MULTIPLE PIPES OR PIPES ON SKEW ARE USED. ' PIPE DIAM. 24'' 30" 36" 42" 48" 54" DIMENSIONS L E F w 4'-9" 2'-8" 4'-0" 2' -6'' 5'-5" 3'-0" 4'-6" 3'-0" 6'-0" 3'-4" 5'-0" 3'-8" 6'-7" 3'-8'' 5' -6" 4'-2" 7'-3" 4'-0" 6'-0" 4'-10" 8'-2" 4'-6" 6'-9" 5'-411 z/<lf.' AS BUILT 612/gc AS-BUILT PER C□N1RACTDR'5 PLANS ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS 1. AN ALTERNATE STEP MAY BE USED SUBJECT TO THE APPROVAL OF THE ENGINEER. 2. ALL STEPS W\LL BE FIRMLY AND RIGIDLY SET AND NO CONES OR SHAFTES WILL BE SHEET ACCEPTED WITH BENT OR CRACKED STEPS. tt-M_A_R_K~D_A_T_E~ __ □_E_S_C_R_IP_Tl_O_N __ ---, PSUREPPEAARVEISOIONUN00FE~d, o~ "' 3. STEPS Will BE GALVANIZED AFTER BENDING. ~1-_w __ 1 N_G ___ T_Y_P,--E __ H-c-E_A_o_w_A_L_L__ REVISIONS ~ DATE 264 8::l ~ (N. T.S.) DESIGNED SCALE DATE DWG. NO. OF gri~L===============================================================================================l===============================================!!:==========JJ,;o:~:w:N~D~M~.w~.~::;;::;Ic~H~E~c~K~ED;,;;::;;::;::;;::;::;;::;;&A~S~S=H~o~w~NJ=c===J,==~=====b:2:8:;;;9~==1_ o, 0 OJ IS-7,IJ t , 00 SW-ING JOINT CONCRETE BENCH DRAIN '-,.., --J . UVR-PVC r,1ALE ADAPTER " PVC UNION \'JILl(INS CHECI( VALVE F'INISH GRADE' IN-l!NE C:~lEC~~ V Al VE 10" ROUND VALVE COX STENCIL 'Q.C' ON LID r FINISH GRADE i;-;;~;;;:,fs=::::'.::~~===21~=~ ~ <>--l-!',CASH·ACf.1E TYPE F\'J-314" PRESSURE RELIEF VALVE -COUPLING ~ -ONE (1) CUBIC FT. 3/4"~ CRUSHED ROCI{ ~ 1////////////////////////////////.a 3/4" PVC SCH. 40 RISER 1-----l,J~~::::::~-REDUCING BUSHING ~ PVC ELL '---PVC CLASS 315 r.1AlrJ LINE PIPE ----------------- @ PRESSURE REl!EF • V Al VE ® FINISH GRADE .---urnorJ .---PLASTIC VALVE BO~ WITH LOCltlNG LID r.1ARltED "G.V". RECLAt:~:C:D WATER ._"?--.. 4" '!/> ~ ' PVC MAINLINE 314" CRUSHED ROCI{ (2 REQUIRED) NOTE: Install valve bo>t so thot tho top of cover Is 2" above finish grodo In ground cover oreos and 1/2" In turf tiroao. .-------WALL r.,oUNT CONTROLLER le----.----~,,,__ VANDAL PROOF ENCLOSURE/ 0 CONTROLLER ASSEr.,aLY MANUFACTURED BY: STRONG BOX 2115 S. HELU.1AN, UNIT 1 ONTARIO, CA. 91761 (714) 947-6992 lnf>------11---120 VOLT ON-OFF SWITCH L--·120 V.A.C. CONDUIT FINISH GRADE 4" CONCRETE BASE 3" DIA. CONDUIT l\ SWEEP ELL FOR CONTROL WIRES NOTE: All \"Jlre to bo lnctollcd co per loco.I code. (0 provldo commorclal p:::llott: end ti."Jo (2) l.oyo to oi·mor .----FINISH GRADE LATERAL LINE r.1AIN LINE or SLEEVE NOTE; 1.AII ploztlc piping to bo snaked In trcnchoo. 2.Bundlo ti topo \'Jlring ot 10' lnt~rvol!l. 3.Tlo a IOO!lO 20" loop In \"Jlrlng DI chongo of direction grcntor than 302• Untlo all loopo after DII connoctlonn havo boon mode. 4.Seo Irrigation spcclflcationo for backfill ond compaction rcqulromonto. . ,---uvR-PVC Sch . .eo PIPE onchor ot 1 O' O.C. UVR-PVC Sch.40 COUPLING ,----UVR-PVC Sch. 40 PIPE 0 r FINISH GRADE ---END VU;W N' 3 REBAR ln!ltoll to a depth 24" SPRINl(LER HEAD GALV. COUPLING 1/'JITH SET SCREll'J RISER STA61LIZER ¢SRS-200 UVR-PVC. RISER SWING JOINT (two short nipploo and two 90 elbows) SUPPLY LINE TEE '-.__,. ~-r~HEFT RESISTANT I LOCI( SCREW .:........:..._ /!4 REBAR anchor / 24" into slope ADV IN RISER FINISH GRADE @IMPACT SPRINKLER ON GRADE Finish grade Plastic valve box with locl<ing cover. marl< "R.C.V." and station number on cover , f}}:g',/,N✓✓/✓//✓✓✓✓✓/77/, '--~"Snap-1ite" ·lelectrical connector '.-ale -■~a~d~aptor < (2 required) O-:n-....1....li~ or, im:i;P.V.C. sch 40 ~nipple 10" nou~JD VALVE BOX r STENCIL 'Q.C' Orl LID . r FINISH GRADE PVC MAIN LINE PVC Sch. 00 NIPPLE PVC TEE PVC Sch. 40 ELL UOTE: IHSTALL r FROU flEAREST AOJACEHT PAVED AREA. PVC UNIO~J .-----PLASTIC VALVE BOJC .WITH LOCl(ING COVER. HAVt'J ARD 72 BASICET STRAINER \'JITH 100 MESH MONEL SCREEN,. FINISH GRADE----, LONE ·cus1c FOOT 3/4" •CRUSHED ROCtC '----PVC FITTINGS AS REQUIRED. 18lASKET STRAINER FINISH GRAD!:: -- POP-UP SPRAY HEAO ------<cl,_ _ _) PVC Sch. 80 RISER------,. ADV IN RISER------~ (as required) PVC Sch. 80 ----~ CLOSE NIPPLE LATERAL LINE-~ o--lJ1-U-WL_j:::l----)ill--~ SWING JOINT------'? PVC Sch. 40 ELL AND STREET ELL POP-UP SPRAY HEAD ------ca PVC Sch. 80 RISER ----,. PVC Sch. ab NIPPLE--~ LATERAL LINE SWING JOINT----~ PVC Sch. 40 I.LL AfJD STREET ELL ---FINISH GRADE C E r=n==~-POP-UP ROTOR (,·,Ith checl< valve) SWING JOINT PVC Sch. 40_ ELL AND STREET ELL PVC Sch. 80 NIPPLE (length as required PVC STREET ELL PVC LATERAL TEE IN LATERAL FINISH GRAD!, , 0 ,,,-----.SPRINICLER HEAD ~~--G/\LV, .COUPLINCi \'\IITH. SET SCREW 1!4 RE6AR anchor 24" into olopo RISER STABILIZER /JSRS-200 UVF!-l'VC. RISER PVC SCH. 40 TEE PVC LATE!=IAL NOTE: INSTALL A (ADV IN RISER) ON ALL IMPACT HEADS SYMBOL V 'v a, C, a 6 6l, 0 a 6 '6 ts 0 E9 @ ([) MANUFACTURER RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAJNBIAD RAIN BIRD RAIN BIRD RAIN BIRD Toro ·Toro RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD GRISWOLD NELSQN HAYWARD Niece RAIN BIRD APPROVED APPROVED APPROVED APPROVED BAOWNUNE APPROVED WILKINS CASH ACME EXISTING LlE~lE~[Q) ,.. I MODEL NO/DESCRIPTION GPM PSI RAD DETAIL 1806-MICAO-BIRD Js1S-100 .35 30 12 "A" 1806-MICRO-BIRD llP30·340 ,67 30 12 "A' 1806-SAM-1 OQ-LA TURF POP-UP .33 20 B ·s· 1806-SAM-10H·LA TUrF POP-UP .65 20 B. '8' 1806-SAM-12H TURF POP-UP 1.05 20 10 ·a· 1806-SAM-15T TURFj POP-UP 1.00 20 12 '8' 1806-SAM-1 SH TUR1 POP-UP 1.50 20 12 ·a· 1806-SAM-15F TURF I POP-UP 3.00 20 12 'B" S700HP-PC-6.0 POP-OP ROTOR 5.50 40 35 ·c· S700HP-PC-7.5 POP-UP ROTOR 6.94 40 35 'C' 35PJA-TNT 111s4• NOZ. IMPACT 5.40 40 35 'D'l'E' 35JDA-TNT 3/16~ NOZ. IMPACT 6.40 40 35 'D'l'E' 35-TNT 3/16• NOZ. IMPACT 6.40 40 35 'D'/'E' EFA-CP-PRS SERIES ELECTRIC REf/.OTE CCNTROL VALVE. 'F' 2,?30 SERIES PRESSURE REGULATING MASTER CONTROL VALV£ 'F' SEE PLAN FOR SIZE. #7643 QUICK COUPLING VALVE W!l..OCKING GREEN VINYL 'G' CCVER MODEL #72 SIMPLEX BASKET STRAINER. SEE p'l..ANS FOR SIZE. 'H' T-113 LlNE SIZE GATE VALVE. 'I' ISC SERIES ELECTRIC WALLW.OUNT CONTROLLER. INSTALL 'J' IN A VANDAL PROOF ENCLOSURE. ~EE~ SIZE. ALERTUNE LATERAL LINE, CL 200 PVC PIPE, SIZE.AS NOTED. 'K' ALEATUNE RECLAIMED MAINLINE VIOLET IN COLOR, SCH. 40 "K" PVC PIPE. SIZED AS NOTED. SLEEVE, SCH. 40 PVC PIPE 4• DIA. MIN. INSTALL 24. BELOW 'K' FINISHED GRADE. EXTEND 12• PAST EDGE OF PAVING. CONDUIT, SCH. 40 PVC PIPE, 2• MIN. DIA. 'K" UVA-PVC SCH. 40 PIPE ON GRADE. SIZED AS NOTED 'L' PIPE CROSS BENCH DRAIN. 'M" MODEL 415-1 114' IN LINE CHECK VALVE. 'N' MODEL FW-3/4" PRESSURE RELIEF VALVE. ·o· . RECLAIMED WATER METER TO BE PROVIDED BY THE CONTRACTOR, AS COORDINATED BY IRWD. ALL PERMITS, FEES, ETC., SHALL BE THE RESPONSIBILITY OF THE CCNTRACTOR SEE SHEET# 234 FOR RECLAIMED WATER NOTES . SEE SHEET# 235 FOR GENERAL NOTES DR. 16 15790 ;hect 265 Of 289 J)(<., lb APPROVAL FOR ONSJTE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRV!NE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDJV(S!ONS/DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (714) 476-7500. ONSITE APPROVAL RE.VIS-6'. r,:, ECLA/,N/Gb W.lfTE'.A ,9,v)) .::S,<> ,;;l{,93//Jo/ DATE 10 ·Z--•°il MULTIPLE VALVES PER STATION ,-----CONTROLLER STATION NUMBER GALLONS PER MINUTE VALVE SIZE ORANGE COUtJTY ENVIRONMENT AL MAtJAGEMEtJT AGENCY IRRIGATIO;,J DETAILS " ,Mc,:Ae,RK=OAe,T.=.EL..._!'.SOE:.eSe,CR'-!.1 c.,P lc,:O:!.N --1 PREPARED UNDER SHEET 1r SUPERVISION OF=~=~~=~-1 REVISIOUS KELLY J. RASMUSSEN RL NO. 3432 ,,{(9 ~ lcO'-'E"-SI,.,Gcc::NE:c:DC.=cc==;======-1 SCALE DATE DUG. llD-oF a DRAWN CHECKED AS SHOWN /S?&/0 111¼<:h -61C0,23]PF• 3091 9SOO 09-May-88 04•44 PM/ 3091-5402 ~ <:,;- ~ ~ .5 g; --.,. 1 n... - .. 2' ABOVE PIPE -+--BEDDING "B" PER S.P. 13191SHEET 2 OF 2) C SLURRY POUR 3 6" MIN. D ~ SEE NOTE 4 SEE NOTE 4 c SLURRY POUR 2 -~~ 90" SLURRY POUR 1 "'--1---SHAPED BEDDING ";,;• PER S.P. 1319 (SHEET 2 OF 2) 4" MIN. OPTIONAL TRENCH-METHOD---- TRENCH BOTTOM NOTES· 1. SLURRY SHALL COMPLY WITH CLASS 1 OD E 1 00 TRENCH BACKFILL SLURRY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1985 EDITION OR LATER SUPPLEMENT OR EDITION. 2. SLURRY AND OTHER BACKFILL PLACEMENT SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES. 3. BACKFILL COMPACTION SHALL BE ACCOMPLISHED BY METHODS THAT DO NOT DISTORT THE PIPE. 4. FOR PIPE INSTALLATIONS IN PUBLIC OR ·'f>RIVATE STREET R/W, SLURRY SHALL BE A MINIMUM OF 12 INCHES ON SIDES AND TOP OF PIPE. @TRENCH, BEDDING & BACKFILL (N.T.S.) DETAIL I 1 .1s· NOTE, MIN. CONG. STRENGTH -4000 PSI COLOR, RED (INTEGRAL APPLICATION) I 3.2s· I PROVIDE CAP OF APPROPRIATE LOADING CAPABILITY 8" C.S.P. RISER TO PAVEMENT SURFACE FOR CONCRETE HOSE ACCESS DURING INITIAL AND FUTURE PAVING OPERATIONS SPACE @ 250' (TO REMAIN IN PLACE) WEAR CONE DETAIL N.T.S. 1/2" HOLE ... ~+-+---.. I N SHELL RIB 1/2" HOLE FOR PLUG JtWELD 1---l 3/4" SLOPE TO DRAIN 0 90' LIFTING LUGS PER MANUFACTURER'S RECOMMENDATION (TO REMAIN AFTER INSTALILATION) COATING -SEE NOTE #3 · .. ,v-14 GAGE SPIRAL RIB PIPE DETAIL "p{-'-----#5-TYP:----•• -_.,\_SEE DETAIL_"A" HEREON ------ N.T.S. NOTES· #3 @ 24" O.C. REINFORCEMENT INSTALLED BY MANUFACTURER 1. CONCRETE FOR INVERT SHALL BE 800 E-4000. COLORED WEAR CONES TO BE PLACED AS DIRECTED BY ENGINEER SEE WEAR CONE DETAIL 2. A MECHANICAL FINISHING PROCESS SHALL BE USED TO PRODUCE PROFILE AND FINISH IN ONE PASS AS APPROVED BY E.M.A CONSTRUCTION DIVISION. 3. PROTECTIVE COATINGS, (A) EXTERIOR COATING. THE EXTERIOR OF THE PIPE AND 6" RISERS SHALL BE COATED WITH A 30 Mil THICK ASPHALT MASTIC ·(COAL TAR EPOXY) PER AASHTO M 243-81 BY THE MANUFACTURER PRIOR TO SHIPMENT. . (B) INSTALLATION OF LIFTING LUGS AND STEEL REINFORCMENT SHALL BE ACCOMPLISHED PRIOR TO APPLICATION OF COATING MATERIAL. 4. CONCRETE INVERT SHALL BE INSTALLED AITTR COMPLETION OF BACKFILL OPERATION. @PIPE AND· INVERT PAVING (N. T.S.) DETAIL ~r-20" MAX. M :~i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BAND HOLE N.T.S. PLAIN END • B 0 0 0 0 o=tr LAYOUT TOP BAND HALF LAPS BOTTOM HALF SEE DETAIL HEREON ELEVATION HYDRAULIC CYLINDERS-POWERED BY MANUAL PUMP TO EXERT PRESSURE AGAINST COUPLER TO PIPE WALL DURING INSTALLATION Fill RI BS wrrH BUTYL RUBBER COMPRESSED @ COUPLER/ ____I7.,-,L,~ BAND MIN. 1? J BUTYL RUBBER PREPUNCH FOR BETWEEN SCREWS TEK #3 SCREWS SECTION B-"B N.T.S. N.T.S. DR. 16 15790 Sheet 267 Of 289 PIPE I// SHELL. --·· c tu/ TEK #3 SCREWS 1/4"x 1-1/2" -#3 HEX SCREW W/HEX ---WASHER-HEAD CARBON STEEL TOPPING SCREW lflr----TOP HALF BAND HOLES FOR SCREWS IN TOP HALF DO NOT REGISTER WITH HOLES IN BOTTOM HALF BOTTOM HALF BAND BAND LAP DETAIL" N.T.S. Qf---1 N_T_E_R_N_AL_,B_A_N_D.,....IN_G_· _D_ET_A_IL_ V (N.T.S.) PREFABRICATED SADDLE SRP 7 /16" DIA. BOLTS @ 6" O.C. All AROUND 3' sRP s,l.lB IF CONNECTlNG TO RCP, SRP TO BE 6" DIA. GREATER THAN RCP. FOR SRP JOIN CONNECT WITH STANDARD COUPLER BAND ~------BUTYL RUBBER COMPRESSED CUT CIRCULAR OPENING IN SRP AND REAPPLY ZINC GALVANIZATION TO EXPOSED EDGES. SRP STUB ANGLE PER PLAN BETWEEN SRP AND PRE- FABRICATED SADDLE fsa\,__F_IE_L_D_J_U~N_C_T_IO~N_D_ET_A_I_L _ V (N.T.S.) 1 1 2 3 inches on original drawing ORANGE COUN1Y ENVIRONMENTAL MANAGEMENT AGENCY DETAILS ll-MAR_K~D_A_IE_,_ __ D_ES_C_R_IP_TI_ON __ --ll ~n~~~~O~NgfR ~d. 0ch"-R. RE\/ISIONS ,6MES A. DANE R.C.E.26936 DATE DESIGNED SCALE DATE DWG. NO, DRAWN CHECKED AS SHOWN MAY 1 988 SHEIT 267 OF 289 j i){Z. :,1-·•;: -l -· :;·~·' ,------~•. ~~_,: __ ' _i_. -·-·...c.::_.,.,;_,.-.:......:....J ...... I STATIONl28+00 CU. EXC. YDS FILL 'l-04 43.0 29+00 FOR G!iNEl?AL GRAOINt:i NOTES 5££ 5Hr. z~e. GRADING --- BY OTHERS 130 00 r,, .s 7 za . // 131+00 . 78'} · 178 132~00 C.00 2 ')/ 133+00. 2,:7 z,: 3 134~00 ' __ __:l.::3.::5t+ . .::O.:::O~------:: ___ _l:13~6~+~0~0~----'--- .34-/ 404. -370 .207 20,:-,, c44 137+00 ,?98 252 138+00 Z7o z,;t.3. 139+00 140+00 .MAR DATE DESCRIPTION REVISIONS DEJIGNED DRAWN --CHECKED JD 141+00 STA. 127+G6.80-141+00.00 PREPARED UNDER SUPERVISION OF JAJ::a A. ~ ' SCALE DATE AS SHOWN STATIO "i', EXC. CU. I •. FILL YDS. •r:,,.;1 F:rtg,,i...,nng •llrr:b'1ect/1re •l.n1td>.ape Nc/"1oc111•, •LtmdI"'"'""' •Cull5m,c!,011 Jla11a~emem SHEET ZG>8 ,, o;=-C/ 289 • - . ' STAT N 141+00 CU. EXC. YDS. FILL 283 2C.5 142+00 . -,--- ' Z37 330 I 143+00 FOR GENERAL t;RAP/N<i NtJTES, SEE SHr. """- 300 /!?(; 144+00 45Z 2ZZ. 145+00 ' 14 +00 .370 ,e,t: 4' 147 00 148+00 217 149+00 150+00 507 283. 151+00 152+00 153+00 ' ' -· ,5c.-/:. 154+00 3 -------- 155+00 ' ' ' ' PREPARED BY: THE KEITH C'DMPANIES s EXC. CU. YDS ·--· •lmlds,,,..,q ·--,omoo ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION co,qrROt' FOR: SAN JOAQUIN HILLS ROAD STA. 141+00.00~155+00.00 AR PREPARED UNDER~ Al /1 SHEET i'M==D~AT~E~-,-cc~D~ES~C~R~IP~Tl~ON~----1 SUPERVIS~~N OF ~ (K., JL/cb't!' • REVISIONS JAt..oS A. ,o .c.E. 26900 Z. Ii> 'l >------~-----t--~-~~~~-~~~~-, DESIGNED SCALE DATE DWG. NO. OF t,.,-------------------------------------------------------------•-------------------------------=----------------::-----------------=---------------------=----=-=..,!;;D~RA~W~':'aa;a;aa;_aC.:,HE~C;.,K~FQ~J.aap"aa;aa,!,:A:,;S.,;S~H:;aOW;;,N:;:,i,,,;,,,.,-::-;:=======c!,~2~8;,;a9~e.i Dfl •, I'~ 15 ') 1fJ .... 't'-·:.':----•)( ! I (\J I -1 00 ·1·---, . t 1-r, _ -l __ ->~:~ IL--.. rs5 R=2000:00 '-.. -· ______ ,...,. 156+00 ------ 157 1, /_ ---11 .' '~ /,-·-,, I ' / --------- 00 158+00 v" I 159+00 160+00 • ' I '1 ,' GflAc>tNt. NOTE5, 6E"t: sHr. ;'. ~z. ·• •. 5LOPE ... No.·'f ··- 600 oo' 161+00 ffi 0 . 7. 5'3/.,. / j ~! ~ < ~- ' -"'--"- ----- 162+00 3 O ,"17() •)(, ------------;r--· a, (.)' " 0 x,, " .0 163+00 COUNTY QF QR.ANGE ;·' _, __ / --' /:r." ,, __ , -Nt / ---- • -:-::--- 1B, /4(1) 0 ON DITCH 164+00 165+00 \ 0 SEE-OSA MAS"FER GRAD NG . · .. PLAN FOR \EXISJfNG'CON IT ON (StJEEl NO. 2Q18A) \ ~ X ! r I 1-t--t:i:,,J,J bR, l, I . "· ""'(' " I DETAIL~' JJ. r.s. --('~oi··~ , 166+00 ' ! ' • " 167+00 / \-,- 168 00 169+00 / i ------"-----:::.. ______ .. --· STA. 155+00.00-170+00.00 MAR DATE DESCRIPTION PREPARED UNDER 1"'="'-'="'----""""0!!:-"""----l SUPERVISION OF• d, REVISIONS DESIGNED lCALE DATE DWG. NO. DRAWN....___ ~ A SHOWN. STATIO cu FILL YD / I / SHEET. 27.0 Or 289 ... l -' V> ' 17 CU EXC ..--'-'·· ------------"'{l)S. FILL \ \ \ I \ ) / ( +00 \ / I \ 171 00 0 \ . j O· •r ' I 172+00 J,313. 1,307 0 I 174•00 -175 00 176+00 177+00 0 0 178+00 179,00 180+00 181+00 182+00 183+00 9,585 1,/91 7tJO 37,013. ; 34,2/14. I // ' . .._ 184+00 33.,-,<:,;-a_p ·~ 0 </0, 8'30 I / I ! I STATIOJ EXC cu FILL YD / ' . ' - --,--------------------' ! I s 185 00 186+00 187+00 188+00 189+00 19 +00 191+00 192+00 193+00 19 +00 195+00 196+00 197:+00 198+00 199+00 STATION YDS. L 52,438 / ! I . / / / / / . ./ \ I '1, Q1 I (\ ' l ---p j ! • ;. ,--1; L.0 • ·;fic:r c--~ ' f')O· 8 ~oo1P~ -I -• ro/ ! . .r / / !/ ' . ·---... ~ . ' . ,--;--.. _ ,,_" .. __ ! ,)'.,\ / I I ; / I, I j r / R ~ O· <,-~~ . 00 .<-', r.r ! _I (%.!_ i I 1f7P"7, -,..,e. • J i .' \ f . • . ' " ' ', ' •• :~, --. . , ' ' :/! I !'"I-A// /1 I I/ f i I I ! / / I I I I I I i i ' I I I ' .,, ;r_,, ,P,U///PG M/,</, Z 'BG,e,-1,f ,</T4:/ 4T Tt>P IV-T.$". . .. I I q,t;',4P/llk$" /ll'OTES, 1, • I • -I -- - - ..• , -i . / I I I I I I I __ .. ------___ .-----/ I _.! .... . . • . "" : . '. // .· ,• .. . ... / / / ,,....... _,,, / / // ,/ , / / / ,• / / / SEE STOR DRAIN' PLANS FOR.·STO M DRAIN CONST. Ll)>/E '"C'" SHEET 2 / z._/ / . . . ' / / -• -. . -. / / / / .. , -~~---~ ----·---/ / / / .· .. ------uz--- --/ / ,.....-... -/~./_ 1, ,.,.....,;,~::! / • 7.ef\<;'' ' I SEE SHI 2 ZA FDR LANDSLIDE ll LD DING 4 II/ ----- .5:'EC77tJAI 1!1-9 ,;;.l /V.T.5. .;...\ ' ' ~ r------ \ I -· -- I I --.L ·-··----· . ,-· ' / / / tlMIT'OF P£KMIT \ / / / / / / / / / / / - \ -~-----------~~-----.:=---_ CONSTRUCTION NOT,ES CONSTRUCT GRAVEL BAGS, 2 ROWS WIDE )( 2 BAGS HIGH PER O.C.E.M.A. STD. 1328. . • -• 2 J-:;:t-CONSTRUCT GRAVEL BAGS, 2 RO\'JS WIDE X 4 BAGS HIGH. 4.,-....,1- □R-16 15790 Sheet 272 Of 289 CO:-JSTRUCT STREET DESILTING BASIN-VEHICLE ACCESS RA~.J> PER O.C.El.'l.A. STD. 1329. CO:-JSTRUCT TEr!J>ORARY DRAINAGE 11\.'LET FER O.C.E.r.'l.A. STD. lll:SO. -------- 8'+D, I /. S,0 I I ' -- I I N84027'00"W -- 0, ' I .. - \\ll'iESSl ·- ,,_;,:; ll. !J. I . . !. ----· . I I I ! I ~ _/ : 3 "' •. 1/2 -- _/r I ) I l..!J 0 ! ! inches on original drawing PREPARED BY' .. .• 2 'I\' !'.IJ. 26,"5 !.l ' i{! E.Xr. 5-31-08 .1_:J-IE--· 11 -VI-C! ~1-~t~~ KEITH COMPANIES _, ·= -·-·" ·-N<Dil..;h,,. •landS1<n~. ·--200Bakf!r5treef CvszaMesa c.492626(714)54 ORANGE COUNTY ENVlRONMENTAL MANAGEMENT AGENC EROSION CONTROL FOR: SAN JOAQUIN HILLS ROAD STA. 185+00.00-199+00.00 MARK MTE DESCRIPTION. PREPARED UNDER e---~-~R-EV-,-s~,a~N~S~~~---tsUP.ERVJ,sio,~ OF :: SHEET Z7Z ciF DESIGNED DRAWL_ CHECKFD J 0 SCALE DATE AS SHOWN MAY 88 ,if) CZ. DWG. NO. 289 ~ ' "' <t:. t 9- / I 199+00 200+00 201+00 \ I 20 +00 CU .. EXC. I .• 43,&39 · l YDS.~Fl~LL~=~==O.=-============---i-----~ / / ~ FOR GENERAL 5E£ 5/-lr. ZC, z. (;/i'AO/NG NOTES , 38,587 CJ • 203+00 £ r o/F PtfR;VJtr t-1/vll 20 +00 205+00 ST T 0 EXC Cl). · ILL YDS 1/ __ 0 Ii I . ' ~ p • I 5ECT/O/f/ ,1-,4 N. T.S. \ 4: ,f- · . I &~o~ ' z. "¼,, -' S'EC770AI &-81 N.r.s. • NSTRUCTION NOTE~ ,i\ ' I Yi ' • CO 2 RO'."JS t"JIOE )( 2 BAGS H.GH (i'\_ CO:,JSTRUCT GRAVEL BAGS, ~ p~ 0 C.E.1'.'1.A. STD, 1328. 2 ROWS \.'JIDE )( 4 BAGS HIGllRAt:.? .. {?\__ CO~STRUCT GRAV~ ::iLTl:,JG BASlilJ-VEHICLE ACCESS . . J_ ~ CONSTRUCT STRE g STD. l1l<!O. PER O.C.E.l'.1A. STD. 132 • RAII\IAGE ll\lLET PER O.c.E.l'!l.A. -----~----©--CO~STRUCT TEt!J>ORARY D . . . : .. ' _____ ,_,,_ . ' I I /2: 0 2 3 ilch~s on original drawing , PREPARED BY: Tiffi -~~:""""'B --.. ·-IIB ·-KE -·-•lmu/ .J"n".'1'1g ------ DR. 16 15790 Sheet 273 Of 289 \ ORANGE ~~~~~lNT AGE:NCY ENVIRONMENTAL MA , EROSION CONTROL FOR: ~ -__ L____ __ ----J__ -~-,-rr----. SAN JOAQUIN HILLS ROAD i:OMPANIES ·= > t1Mesa u\ '2626 J -· -STA. 199♦00,00-205+76.45 DESCRIPTION MARK DATE • • REVISIONS JAI..-S DWG. NO. SCALE DATE DESIGNED DRAWN AS SHOWN MAY 88 CHECKED "b ft. 8&> ?$_?90 SHEE_T Z73 OF 289 = .... f~ "' "' ~ •• -----·------ C@IJ/lt)UCJ?@&J @<CJ!-Jg'©&ltff AWG CIRCUIT ¢/ ¢2 ¢5 ¢6 ¢8 ¢2P r/;4P 4;4 ¢bP ¢8P ¢2PPB I BPB ¢bPPB I BPB ¢BPPB t BPB &In 3\ffi 3 3 3 3 2 z I b 3 3 3 b --t---t------\1 3 b 3 3 3 -b 2 2 2 z z I --t---t------\1 2 4 --t---t------\1 2 4 2 4 2 3 -,-----,------, I I 3 -t---t-----11 2 2 PPB{BP/3 Col71mon I I I 2 LOOP DET. CABLE ( 2 #fl,) Spar,zs TOTAL Lvmina.1hz Slqna I~ S1qn Com. TOt'AL ¢4 ¢5 ¢8 TOTAL i Pu//rop<Z (EXISTING) Condu/f St'ze. (Ex1sT1/..IG) !5PB -BIKE PVSII BVTTOIV I I 3 3 6 24 31 18 62 2 I 3 2 I 2 I I 2=t===f===ll 2 I ----t----t------\1 I f/Jl!I -2 2 2 3 I I 3 I I 3 II 2 N tJl L c)(/ST 2,, I'.', I P(JLLROPE TO 111/lR{;l/ER/TE AYE/v't/E. ( APPROX Z,7 BO i' J'O f.) /J/.57:4tt le .P~ #/'i' Tw'/STcD Sh'/cc=-.0 /,</Tc/r'CO{/,</cCT CABt.c Jdll/llllll 111/IJ T Ex/st. 2 "c, ff Pu/!ropz. /,</S?Att /-,C}(C f. ..«IT&?CCX/,</cCT C4.8tE - CD t\J I ,, .. •' /. TRAFFIC SIGNAt. ANO //IG/-ltuAY t.lG/-ITING CONSTRUCTION 'SIIAt.t. a?NFORM TO ST-4TE OF CAl./FORN/A STANDARD SPEClrlCATIONS ANO STANDARD Pt.AA/5 (DATED JA..V. '88 ANO T/-lc SPEC/Al PROV/8/0NS. 2. .3 4. CONDUCTOR SC#EOt/lc IS Ft/RNIS#EO AS AN INSTAl.LATION Gt/lOEl.lNE ONLY. /T Sl/,t/Ll.. BE T/-IE CONTRACTORS RESPONSIBILITY TO PROV/OE T.IIE CORRECT CONDu'CTORS RE(i}t/lREO FOR THE INTENDED OPERATION. t/NlESS Sh'OtuN OT#ERtu/SE, INOt/CTIVe t.OOPS S/IAl..l. BE 6'1c6' WIT.II /0' SPACING l;V T#E-DIRECTION OF TRAVEL /IND CENTERED IN Tflt: LAAIE. ,1/ECESSARY STRIPING S,'/Al!. BE lOCATED PRIOR ,ro POSITIOJJ/JJG DETECTORS. (SEE S1-/EET. ) NEW CONOU/T SIIAl.t. BE 2 11 t/A/l.ESS SIIOWN OTI-IERWISE. 5. NEW Pt/L l. BOXES SI-IAl.L BE #5 UNLESS Sh'OWN OT/IERW/Sc. 6. PEDESTRIAN /NO/CATIONS SI/All. BE TYPE "G"(ScE SPEC/Al Pt!:!OVISIONS). 7. 6. 9 CONTRACTOR S#4l.l.. cXERC/Sc EXTREME CARE TO AVOID OAM.4GING E')(/ST/NG t/Tll.. /TIES, UNGROUNDED S/GNAt. t.lGI-IT COAIOUCTORS S/-.Mt.t. NOT 81: SPt./Ci:O. All. VEIi/CLE /A/OICATIONS SIIALl. BE lc"WITII Gt.ASS t.E'NSES AND REFLECTORS IQ INSTAt.t. TYPE .llT SERVICE {lJ/Tfl THE FOltOl.i//NG CIRCu'IT BREAKERS: SOA-/P(METEREO SIGl,/At.S), 50A-/P (t/1,/METEREO t.lGIITIAIG}, ~ l5A-IP(METEREO It.LUM. SIGN). T II. INSTAll 8 PI-IASE (70 OPERA7E 6 PI./ASE} Milt.TISON/CS 820 SYSTEM CONTROLLER ASSEMBLY Wl7N INTE'_<;f:;!Al COOROINAT/0/v TELEMETRY, DETECTION AS Sh'OW/41, AA/0 MISCELLANEOLIS At/X/LIARY E<,JOIPMENT IA.I TYPE P CAB/A/ET {SEE SPECIAL PROVISIOA/S ,4NO DETAILS "cf f'?_;'; (SHEET277 ). EXACT lOCATIOAI BY OC.£/J1A. EN0/NE£R. I I 10' 10' 32' I I, . / .• : I . 19' ,, 10' I ck. 12· I 19' I So• I I I I I E A'/ST. /,(/Tc/?CO,f;'UeCT S.P.:'.ICE CA.6111/ET ;g!.f&$g'0 /?UN«::?tf'<aJN = $d!@t/~MCtf! @/&@3m>dJM VEIi/CLE i; PEDESTRIAN MOVEMEA/T5 PER FUNCTION NEMA P/IASE DES/GNAT/ON FUNCT/0/J TYPE COORDINATED Ft/NCTION ;,If Ot?:f,z;m/ncd b'I Master C'Ompu'Ter ovrin9 Cooro'lnal'ed qoere1h"on - -----<> . i : ! t _) 5 I 2 6 4 8 s s OP DP SP SP· * f /f6 1---~ I t-5 ct-6 J-----------t._:4-:t_-f!.,!8~ l __ ___.., _2_t_s7-_ __,, -SE(i)UcNCE WITH CALI.S ON ALt. PI-/ASES -IT IJ) 1° SGf NS@~ &etJ!Z@Uig I SENSOR t/N/T Ch'ANNEt DETECTOR I 1-¢5 #/ 2 OlJ. l-¢c fl) tt2 I 2-¢2 2 .3-¢2 - #3 I /-¢! 2 OlJ. /-¢6 ( ,e) #4 I 2-¢6 2 3-¢0 #5 I /-¢4 2 2-¢4 #6 I 1-¢8 2 2-¢5 □ l'sLL Uf.JITS SHA.LLBE: RACK MOUNT WITH OUA.L OUTPUTS, OUTPUT ""'-S>-IA.LL SE. T/ME.O, OUTPUT" 8" SH.A.LL BE. PRESENCE. ONLY, (SEE SPECIA.LPROVISIONS) DE.TE.CTOR LOOP !.OCA:-r"IOt....\ SI-IA.l \ B.E A.PPi::;;:OVEO SY C~~IG1t,JEER 11,,J FIE.LO PR\OR TO lf.JSTA.LL A.T!ON, 0 SYSTE.M 5.A.MPLl"-IG -;JO OUTPUT TO PHASE 6 CALL HOLD ''~--EXIST. 2" C, ,1 PULL ROPE. ____ _,_ INSTALL /2 PR. # 19 TfV/5TED •Sfl/ELOED ItVTERC'OAl#ECT CABLE TO COi/TROLL.ER CABINET@ PELICAN' II/LL RD. (7,817'£ TO[) {STA. 205 -f 77.49) TYPE '.4" SIGN ( DOUBLE FACE) c9-5-70 30' 50'= 15' 250 SV-I-T MAS SP-/-C5 i ----@r-C 3'-o''xa'-o" Sp119la.ss Ifill lf-➔(!~)+---+---t---""=+--+---t----t---t---f,,' ::-:c-~'1-=--::o---r"-'!?/4----t----:--;;----,-;;t--~-------1 . ® /II /0' TV-2-T SP-I-CS :/8° Nortl,-j,y S 2:o"x3'.-d' 'i-;;@--1-<1--4--7-0-t--3-0-, -t--c-o-, -"'-t--15-,-t--2-s-o-,s-v--1---T-,-M-'A-,---S's-=-p-=---c1--c::cs::-r--2~ Nor-th c 2ci;· ""-a•-o" Sa.n J oa9u1n Ifill s @ /A 10' TV-I 5P-/-C5 4/Z.--:.ct-E.-a_5_f __ N--+-s--t-2-:-'.o-:-:"-x-3-;-1_-dci, ---------i --+-~,,,___--+-----t-----t---------; @ 29-5-70 30' 55' * 15' 250 SV-I-T MAS SP-I-CS§t:,4/4 EA5T/W£5 ' C 3-d'xa'-6' Spr.;qlass ///// @ I A f O • --......-" TV-2-T SP-I-CS 6 /_'4-+0 _s_o_v_t._n_,__E-,---t-_s_-t-2-:-: 0-;',--x._3-;:---co:;'1" ------:--:--:-:-, G) t'l-4-70 aot 50~6 •) 15· 250 SV-1-T MAS SP-I-CS b 5-:Juth C z:b'x 8~0 Sa.n Joaquin /ft/ls @ IA /0' _____; TV-/ SP-I-CS 8/6° West S S z,co"xs'-6' ~□~.A.:!L=L=P===o""L'=E~L'=o:'ccc".A."';T::'I 0~;.Jc:S=::S"';H"'!Ac=L':"L"'"';::8';:E-A.~P:::P:::R:::O:":V';:'E;:;0==:::13:'Y:=:O':". ::',::_=;E;=_ =:IV/:=_ ,47 . =;E~N;;.::c;, N~E ER IN THE FIELD PRIOR TO 11-JST.A.LL.A.TIO"-l. ALL MAS TA.RM POLE LOCATIONS SH.A.LL 13E POTHOLED PRIOR TO OROERl!,.JG POLES lJ. MIO-TEi,.JQi,.J NOT REQUIRED * "F" OISTA.>JCE = 20' (SECOND MIO-TE>JOIJ NOT REQUIRE:O) ;, P.P.8. fVIT/i 8/CYCLE s1c)J/ (..'ice S?ci'.'/.4L .P/i'CJl"l.S/c?/V'S). 1/2 C= c.r.D.H. $0 $QUA.Ric. 0 3 inches on original drawing 2 9 ·----- R.. 16 157 -----ORANGE COUNTY "h 90 ) > eet 274 -----Of 289 ------' --__ _ UNDERGROUND STRUCTURES A.LL UNDERGROUND UTILITIES on STmJCTURES REPORTED SY THE OWNER on OTHl!RO AND T!»OSE SHOWN ON THE m::c:onc5 EXAMINED ARE INDICATED WITH THEIR APPnmUMATE LOCATION AN.J EXTENT. THE dWNER DY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER• SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CF UNDERGROUND UTILITIES off STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE • PUBl.lC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN Ot,( RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND A.NV OTHER UTILITIES OR STRUCTURES FOUND AT 1"HE SJTE. IT SHALL BE THE CONTRA.CTOR,'6 RESPONSIDILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED DEFORE CTARTING WORK. ~J?EfA~E~ u~n THE SUPEnVISION OF f~r,tt.._~ DATE 8-/4,-@"/ HILDEnT WILLIAM DICl(50N n.C.!. No. 19417 TRAFFIC ENGINEERING if\ 1-jerman CONSULTANTS ~ k.immel and Associates ENVIRONMENTAL MANAGEMENT AGENCY 6..),,..,,R.,P.1-1-R. - TS. Pot...6 ,l,'I ~#7 frS-l?Jutt..:f MARK SATE DESCRIPTl0N PRE.PARED :JN8E.F r---'---=-1;=:--;c==------j SUPERVISION Of _______ _ REVISIONS DATE • DATE DWG. ND. ( CORRECTED W8 l,4AJF'3) cl (✓ SHEET 274 OF 269 ~ f SAIV cT040VI/II OE TAil ·1111.1.s R040 ----@ l.1ARG//ERITE ,41/E --.--------; co "' 11) -L©,o SPYGlASS If/LL RD SEE PLAU 39O'To BCR I. TRAFFIC S/(i,,</AL COYDUIT A,</D IA/TERCOA/AIECT COYSTRUCTIOAI SIIALL CONFORM Ta S"TATE Or CAL/FORA/IA STANDARD Pt.A/C/S AAID SP.ECIFICAT/()Jt.JS ,_ (.DATED JAN, /988), TIIIS Pt.A,(/, AAID TIie SPEC/Al P.ROVISIONS. Z. Ptlt.t..tJOXES IA.I CtJR.tJ RET{JRAJ ARcA.S SJ-/At.t. L3E P0-5/T/O;VE.O AS SHQ0N. eX,LJCT LOC/.IT/OA/ OF ALL PI/LLBOXES 8Y O.C.c.M.A-EAIGIAIEER. 3. ALL Pt.lt.lf30XcS SI-/At.L. L3E #5 t/A/lE.SS -5/IOIJA/ OT/IE.R6.JIS£. Alt. COAIDUIT Sf-/Alt.. .c3E 2" t./A/LE-5S Sf/Ot.,J,<.J OTHC:R(LJISe . 0 2." CO,VDUIT STt/,5 OUT (OF NOTE£> -ZEIVGTII O,f FOR DETECTOR) @ z." CON.OUIT AND _Pt.lllROPE . © 2 fz' COA.IDUIT AA.ID P{Jt.lROPE. 0 ...3" COA/DUIT AA.ID PtJlt.ROP€ . ([)' # ..3 Yz P(Jt.t.BOX . 0 # 5 PUll.c30X . #~ Pt/LL/:JOX. ?ROPOSEO EOIS0/1/ CO .SER///CE ,PO/AIT (IIANDffO<,c) PVC C'O,V,Ot//T S/IALL Be SCIIEDt/t.c 80 a//T/1 BARE #/2 C'OPPEP al/PE. /tf/.5'TAt.t. /tf/TcRCO,lltf/eCT .SPl/Cc CA.8/,(/cT PER .OCTA/t. '(5" ;' S'//ccT 277. LOC,4TE CA.8/llC:T ,,f./64,.P /?/Gh'T-OF-tt/AV t/..UE AS' ZJ/PECTED 8Y O.C.E.M.A. E,</G/UcER. .• ' . . . l--c-1+ ~12' I I ~ f 'r ) n ! I I -1 l' <I II }'-d ~/V , ~-1=-_,-:-~:· =i=~l/2kf;;;;/~~, ~~ = ~ n (RAD/AL) STA./Zl+G0.80 I I I I I I I 0 0 3q" I I I? w 390'T0BC/i' I /;-l1c_l=_=_=_~_=-=_=_=_=:_=_=_=_=_=_=_=_"--=_=_=_=_= _-_J_J ~ I I I I . ·:• I I I I I I I I I I I 0 II 5 ::lo' / DR. 16 15790 Sheet 275 Of 289 UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHCR::l AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THE:IR APPRO:CIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCC!a:DING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER-SIGNED HARMLESS FOR ANY oio..MAGES RESULTING FROi,i THE EXISTEUCE CF UNDCRGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNriERSIGNED: NOT IN□JCATED ON THE PUBL.IC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 014 RECOROS EXAMINED, THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY ME ... SURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES F'OUN□ AT THE SITE. IT SHALL BE THE CONTRACTOR"S R£.SPONSJBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCEF:!NED DEFORE OTARTING WORK. Pn.PAn.o UND.n TH" SUP.nVISION O~ · 'f{#,.A,t,,Jdt-~ DAT. t-f'/-~'7 HIL0mT \•JILLIAM DICl(SON n.c .•. Na. ~ TRAFFIC ENGINEERING ~ i-;ermain CONSULTANTS ~ Kimmel and Associates 3300 IAYINE AVENUE. SUITE 180. NEWPORT BEACH. CA 92660 1114> ~s2-sa1s ae-Bo/,oa :e, R,-------,-. "" s! rv II) 00 5 TO/El CAPITAN. St:'E SHEET 276 ( Al'ROX 2, 9 /8 'f! TO £ {STA. /5G f 79. 07} V2 0 3 inches on original dra\·1ing 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY t1ARK DATE DESCRIPTION PREPARED UNDER SHEET 11--'--="=---~----lSUPERVJSION Of ______ _ REVISIONS DATE -2 7 5 a:i l!---'-,=c==,c.-----l----,--....,--,-------::-~--:--:-::'=~ £2 DESIGNED /f{.C, SCALE DATE DWG. NO. 0 f , O loRAwt, C.S CHECKED lf{,)D AS SHO\".'N 2 8 9 (€ .2 l'.=================================================================================~================='.S=~====e==~~~====='======"==='I / / ~~ -----------~- ~ :f -I 1..1-' 4 9 R w 390' TO 8CR --✓c;, sr-d: /27,..bO.eC> -SOy91ass /-Ill/ 7f'd. (',4p,orox, z, -e,1a' E to~) 5 I I ~-------=---------j 9 +-------'>1------1----------- a {FUT TYPe llT SERVICE) -~ -~ 40' 9 (FUT SIG/./AL CAB/MET) TRAFFIC S/GAIAL COAIDUIT AAID /A/TERCOAIAIECT COAISTRUCT/OAI SI/ALL COAIFORIY1 TO STATE Or CAL/FORA/IA STAAIDARD PLAAIS AAID SPEC/FICATIOAIS (DATED JAN,/988), T/1/S PLAAI, AAID TIIE SPECIAL PROV/S/OAIS. @ PULLBOXES /Al CUR.a RETURAI AREAS SI/ALL .BE POS/T/OAIED AS Sl-lOWAI /Al DETAIL "A", UAILESS SIIOWAI OTIIERWISE. EXACT LOCATIOAI Or ALL PULL.BOXES .BY 0.C.E.M.A. EAIG/AIEER. @) ALL PULL.BOXES SI/ALL .BE #5 UAILESS SIIOWAI OTIIERWISE. ALL COAIDUIT SI/ALL c" UAILESS SIIOWAI OTIIERWISE. 390' TO 8CR ---------- /0 Sr6l, 15(;;:.+79.07 l.1"711!:-~non 5 (r<JF,Orox. (4-79'E<oz: 4 C 9 $ 390' TO BCR R w SAAi JOAQUIIV /=/ILLS RQAD 11./0nTI/ Ufifi€n L.Of:JJ P J~t:Y .id D @-~ ' J?UTUntf ~TflPtftET I rl 7 4 a a I 4 7'.' 2 @ @) ® 0 ® ® @ c" COAIDU/T STU.BOUT (Or AIOTED LEAIGT/-1 OR FOR DETECTOR). c' COAIDU/T AAI.O PULLROPE. -_·s+--IR+-_. L-:.:::-==-==-==============-=========~-____:'>1-----b, =======~ r----~ -~. -~,'----------------- (0 @) c //c" COAIDUIT AAID PULLROPE. 3" COAI.OU/T AAI.O PULLROPE. #3 //c PULL.BOX. #5 PULL.BO)(. #6 PULL.BOX. Tc> 5-ra. 1'71 ~ :58-c;>;;;:> /n/,,z./!'5t:2CTto--, 5 r A,cpr=< . z, '?C>Z. • & ro'i;c) PROPOSED EDISOAI CO. SERVICE PO/AIT (I-IAAID/-IOLE). PVC CONDOIT Sh'AlL 8E .SCl-l60ULE 80 WIT/I BA/?£ =t;z COPPGR WI.Rt:, a/STAt.t. /,.(/Tc/r'CO;(/!l/ECT $Pt/Cc C,,f,8/A/ET PcR DeTAlt. ''E: $/le.ET 277. 4- 9 t.OCATE CAB/IC/ET /I/EAR R/6//T-Or-a/AY t//C/€ A.S ,0/ReCTED 85"' 0.CN.c.A. c!l/G/;(/ccR. '.''. UT TYPE lff SERVICE) @- 390' ro , ,BC,R R R fl'✓ 5 w ~ (FUT SIG;JAL CABIAIET) -0 7 ~PREP-'.'~ED_ _UN-9-E,R THE SUPERVISION OF 1, 'fivt~DATE f-/.1/-~V r HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 r(i'\f-jerman \!) Kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS J300 IRVINE AV~NUE • SUITE 100 • NEWPORT SEACH. CALIFORNIA 92S60 (714) 852-8616 • FAX (714) 652-8857 7c.osez. ----•• --.._....,---------- 9 R w CAB/VET) 5 9 4 LJ£Td/L 0 AcY (PULL80)<..' LOC4T/011/S) /2' #3//c r'~ 1\ c.5- 7 / / ,5' 8' ECR /.,5' 7' C g;J #5 #3//c 1/2 0 2 3 inch~s on original dro1:1ing ORAr{GE COUillTY ENVIRONr:.:::NTAL r.".ANAGEl\!.:::NT AGENCY . T~iFFIC. SIGNiL CONDUIT PL~N S~N JOA~~I N H llS RD. PELICAN HILL ROAD TD SPYGLASS HILL ROAD !~.,ARK DATE DESCRIPTION • PREF.J.HED u:mER SHEET lf---'--==~~~---,!SU?ERVl£:O~J Of_______ ~ lt----~R~~IS=l=O~ill~S---{---~--~---=M~"=-iE 276 ~ DESIGNED HL<o SCALE DATE D\'JG, tJO, OF g C==================================================================================================================~J_l!o~n~~•:.·~·•==:;~~...:,~=· j£cH~EC~r:~c01,;t-1~=~~A~S~~~ .. ~o·.~·-:.;[,' ==J,,=====~2~8~9U ~ • i / DETAIL A 4-SECTION SIGNAL HEAD 12' LENSES ) SIMULTANEOUS DETAIL E 5-SECTION SIGNAL HEAD 12' LENSES DETAIL INTERCONNECT SPLICE / --------· ·-- ✓-PADLOCK _,, HIISP / NUMOER or CONDUITS ANO SI7[ MAY VARY TYPICAL I. FOUNDATION TO BE 18' X 18", BOLT CIRCLE PER MFG. TEMPLA FE. 2. ENCLOSURE SHALL BE FURNISHED WITH A DETACHABLE MOUNTING BASE, 3, ALL FACTORY INSTALLED COMPONENTS SHALL BE U,L, LISTED OR PER PUBLISHED N,E.C. STANDARDS, 4, A JI,• CONSTRUCTION GRADE PLYWOOD PANEL SHALL BE FASTENED TO THE REAR WALL. PANEL SHALL BE 12' X 24" AND SHALL HAVE A No. Ml-25 AND R-84I STANDOFF FASTENED IN TIIE CENHR or THE PANEL. 5, ENCLOSI/R[ FINISH SHALL CONFORM TO A.S.T.M. B-117. COLOR SHALL BE PORCFLAIN WHITE. G. PROVIDE 11/, CONDUIT FOR FUTURE 115 VA[ SERVICE. ' DETAIL B INTERSECTIONS RAISED MEDIAN B <J- 2' __ i 15' VARIABLE 5 X ,) I r-" ff. ,~'= --=-=,,' I -.:11x 4 = I B <J- TYPICAL INTERSECTION ff. (VARIABLE I 4' 0.5' -~ I -i--,--0.5' I ~~---U') ATHER T..Q. J§.Tl7NG --. ,:;,VARIES --. ~'..,,, 6 FEATHER TO EXISTING ll---1u·---~1 -=:.n ~-________ _ 0 "' --3 '\' 0 • ~ -c.v SECTION B - B . CONSTRUCTION NOTES -DETAILS A & B I, SAWCUT AND JOIN EXISTING 2, CONSTRUCT SIDEWALK ACCESS RAMP 3, REMOVE CONCRETE 4, CONSTRUCT 0,85' AC OVER NATIVE SOIL 5, CONSTRUCT TYPE B CONCRETE CURB PER OCEMA STD,2~ DETAIL G CONTROLLER CABINET WIRING ~-------------c> ----DUPLEX OUTLET 15 AMP I ~' CABINET LIGHT 15 AMP .-~..--.~---------❖----DETECTOR POl'IER • ----STOP TIME POWER AUTO. FLASH--._ jCONF.IST. NTR ER _-,.,, ~----t> ~~ A.C. CO OLL -,.::3,-==:.=p;..:=-,::.,=-=;,10-Al nlACK MAIN SIGNAL I )_. -r'l )oNJ~ AUXILIARY PANEL ~~,1,;,,I IUS-llr<f~R ~-'1/ ✓~i'-1-_o_OFF~ -A,( oiv ' ~__,c'\._ -AUXILIARY EQUIP. Wllill (or,✓ IPWR.ON T.B,I ~----( ?! -.-1 ---------~ CON rnoI. LER POl'IER Vil\ IAt:I ,/'f_. ''-~;~ llMl-,i\'I 1 -.;: _ _:-__ J ~_.,.. ,-/~ _:_ -A\/10MA1IC FIAS\l \llfi(,l -_/ ~ __,_ I I E P NFL l'llflil(-.llll_N_ --/ -----"OIIC A -r m11r1 • I --, ,,,... '--'---=--j[> \Tnr TIMr ()UT --·•~i] (it~II. Ill!', --------------P-r1 t,.r,H fH I /l.'r '.,ll+tU1I 11\;lll -~..,..---/ L.__1 -;=::cc;====::-:-:::~--l> rt i\.-,H POWfH I MC I [.Q A~:"~: ~ A.C •• Llr.HlS A,C COMMON IIIIS DETAIL C STREET NAME SIGN COMPONENTS PHOTOCELL t==:::::::::::::::n--:::::----i ---=~ ----! '17 0'-3" CLEARANCE ,f- 2• X 3/8" HANGER A ,-t------....___ ~ l(I~ I S I G N ~-I SJT CABLE AND ELBOW FITTING SHOWING DRIP LOOP w u z "" 0: "" w ~ u z :e 0 ' ~ ff. B -ifZZ7>. '/ '~ ,._ / '="' SECTION C - C CONDULET ON BACKSIDE I NOTES -DETAIL C A 1'-6" MINIMUM B 10'-6" CENTERLINE OF SIGN TO FACE OF POLE DETAIL RAISED MEDIAN MARl(ING 0 3 NOTES -DETAIL H (D PAINT /,ifOIAN NOS[ f/lTH HIGIIL Y REFLECTIVE PREMIXED f/1111[ TRAHIC PAINT f/llH GLASS BEADS. (l) INSTALi fl[X\Bl[ Y[R11CAL TrP[ K UARKER,Rl,R:O OH lYPf N-ION TELESPAR POST AS INDICATED ON PLAN. (] IIISllll Yll I Oil R[Fl[CTIV[ PAY[M[Nl MARKERS ON Tor Sllfll AC[ OF M[[)IAII CURB tiOS[ Al 2' C.C, SPACING 11.iltlil.ll/lJ I MARKERS!. PLACE R[fl[CTIV[ SUR,AC[ Of IIARKERS PARALLEL TO f OF ROADflAY. ,---- DR.. l-6-~57;~------,. >h<ee_5_27_7 __ 0f__2S~----i SECURELY ANCHOR 1/2" PLYWOOD TO BASE OF DETAIL TELEPHONE SERVICE BOX TELEPHONE Box. __ _ ---------8" X 10" X 4" TELEPHONE BOX TYPE NEMA 3R 1,_:-,1.----,~ E.LEPHONE J STAMP "TELEPHONE' ON BOX. _____ _ ,-..l'ccj,j= '=\==l._ ____ _j_ __ _,_, I . I ' ' I I I I /II I I / II 2" CONDUIT __/ II ------J' TELEPHONE GROUND ROD 112" X 8' =--=--=-7 GENERAL NOTES~.& & • POWER COMPANY SERVICE PANEL I. ALL \'/ORK, MATERIALS AND EQUIPMENT SHALL CONFORM TD THE REQUIREMENTS OF THE CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED ~Nl/AP:f !'l88AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR !HE INTENDED OPERATION. 3, UTILITIES SHOl'IN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOl'IEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING \'/ORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE l'IITH THEIR SERVICE. 4. 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ORANGE COUN ·v E.M.A. FOR INSPECTION AT 834-3488. 6. THE ENGINEER SHALL APPROVE POLE AND LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. 7. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. 8. ALL PULL BOXES SHALL BE "5 UNLESS OTHERl'IISE NOTED. 9, ALL SALVAGED EQUIPMENT SHALL BE DELIVERED BY CONTRACTOR TO ORANGE COUNTY YARD AT 1152 EAST FRUIT ST, SANTA ANA, CA. CONTRACTOR SHALL GIVE A 48-HOUR NOTICE TO THE COUNTY PRIOR TD THE DELIVERY DATE. 10. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE AND ELECTRICAL SERVICE LINES AND INTERCONNECT HOOK-UPSBETl'IEEN THE LOCAL CONTROLLER AND THE SYSTEM MASTER. 11. PEDESTRIAN INDICATION SHALL BE INTERNATIONAL SYMBOL. 12. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B WITH INTERNATIONAL SYMBOL PLATE. 13. ALL VEHICLE INDICATIONS SHALL BE 12" l'IITH BACKPLATES, GLASS REFLECTORS, AND GLASS LENSES, UNLESS SHOl'IN OTHERWISE. 14. CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER. 15. CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILITIES. (SEE SPECIAL PROVISIONS). 16. INDUCTIVE LOOPS SHALL BE 6' X 6' l'IITH 10' SPACING IN THE DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED . 17. ALL DETECTOR CABLE HDMERUNS SHALL BE IN THE CROSSWALK AREA. 18. ALL ADVANCE DETECTOR QUAD, LOOPS SHALL BE 2 TURNS, (2-4-c) \ 1/20 I ~ 3 inches on original dro\'/fng 11-10-79 ADDED DETAIL H. ADDED DETAIL 0. I1-I5-BI REVISED DETAIL F, ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY 2-2J-B2 D[T All E ALL ARROr!5. 4-20-81 ADDED DETAt I, 10-9-85 ADDED TYPE II UTILITY, REVISED OET At H. I0-6-B6 OELE1ED DETAIL E.I. B·IO-B7 REVISED DETAIL D -2' TELEPHONE CONDUIT. 10-14-87 REVISED NOTE 13. 3-19-88 ADDED NOTE 18. DELETED TYPE II SERVICE. 4-4-88 ADDEO INTERCONNECT SPLICE CABNET, 12-B-BB IJOOiFIED INTERCONNECT SPLICE CABINET. UAf:X DATE DESCRIPTION R E V I S I O N S ocsr,,,co IGNACIO OCHOA C.MANSFIELD/M.NGUYEN I I OCHOA ORAt:'N . I o-r.::cx.e:o • DETAIL SHEET S~N J□aQUIN HllLS RD. P~LICAN HILL ROAD TD SPYGLASS HILL ROAD PR!PAREO~ER SU?ERV1SIOO °" RCE 338D7 DATE SCALE DATE r1. 0. NO. 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'1-_t __ i-_3_~_1 _· z_2 __ -i' ,=□:::.Es::c1:.:G.:.c11;;_rn=-s=B=s.=t=. =r====ce=ee==~I scM. E Dil TE m:G. r:o. ofj ~ . _Q ___ =====-"===---L------k..----..d.c::'o;,;RA;:.;1;,;m~D=·J"'l..l==~I c;:.;H;;.Ec;;;K;;E;;_o"'J"'.D"'. =~' ;,;As;;,_ ;.sc;,;k;,;"1:;;.111=lh,="-"r;;"·P-1. _______ ._.a.2_e9 _ ' ~ •P•ST. $.J.H.R STA,155+49.07-165+00,00 -S~[0,23J?Fr 3091 105 14-M~r-89 01133 PM/ 3091-999 T"\t.:7 If-J~ ""fJ ~ R"'I V' ~ ( :--f -- -- - I ! ---- -~-----I •. I----: -I---- - -i--I i -----: I --- ,__:_ ' I __ :-j 1- ______:__-_....::....:..::_ =r ... ---I -- _.; -------i - l -I I -f-I -cc~ 7 I j • -f -1 - __ ; -_ .q _j ·1 -j-----=-----~ -r-- AS-BtJltif' ~~J:EBALATGS~Aoe-17-1 ... ~ 1.40 -(L-T) --1 :r_ci ... J.---~ 'N.:r:s.\-; • , I '1-. I 11•-•·.J---· . j .~ -, _) -, . > t -'-: -':] ! .:1--h-i: ; I ' I .. I --, - 7 I -' ' -1·- 1 . I I j --l --i~ '------ --+ --~°:'-.,1~-'."-· ---= ::.(: I -'-~ l ! !" 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S.J.H,R STA,186+00.00-197+00,G~ -$2CD,23JPF1 3091 108 15-M~r-89 08157 AM/ D t1 • I~ / U $? ,o r t I 1--1-~-+--_: -- ----1 -' I r- -t -1--- - --- I - ,- i . --,-.. I f, ,- I- i_--+-------+-5 9 Q I ::j _ _, ,--- i ON ----. 1 - -------- 1--1 -- --I --i C i --- L l - . - _f --- _) -l -I -• I -I - I - - - - ' ' I - ' - r . -!---; -=-1---'----'+---l ' -• --_l t -_, -· .. I _c; r..=..==.; i • i I --- L t :: i --I - I I t : I I ' 1- I i -• f---1 -- --=; -:· • .:.1 -....::i ~-1 -1'· -- - I ! -r----I --1 ' i---:----; --j -- T - --- i ,--- I I - i I I:·-----' -~ I ' h r= ' . l -----=i. -- f I- -.:. . I ! I -1 ' -~ :_ - i I i -•---: I -' ' -_ i _-. ---' -~ - - - - r _t - . -. - --- --... I - - I ! ---+--- ------i I -- - - i ---I --' -- h -I +- --I - -1 I --• . - 1_ -___:__j=J -_j ==1 j --i'----f------+--• -l 1 - - --r-----+ - - I ' - f=:' 1-1------l . -- ---_ ----, -1 t -:t==::t=- . =-----l -\, I -~-. f-+----, - _-__ r-- - I -'-----l ' .:::i --,- • -t-c---c-=_J • -- . ' - f - - ' L -- I • L -L - I - _·_ -1 1- ------, ----- - I I -, -1 · I•• _J i ____ -_t-_•-i [ l =-I I . I iz"JCl.., 50 p_/_p-I =J=_ -T 11--+_.._ I [! I I =I I - I II •• I 197+00 :-·1--r i=--.~I 198+00 I I :i I 1======_..___!i~_j_-_c=!l.=..1 I 199+00 200+00 " ---------------------------------------------------, ~0Z.4s-f.L. / 8"C.f. .. . . . -.. WATER -' ·-' ' ._ 283 c'4 1rls1"L. 8' Rf!SJLl&Nr weo,;,.E". G-A1"Ef -YALV/; P$<? /./?.WJ:>, STD. D>JG,. VV-7. II\ISTL ·e· Cl../6S 50 J:),/.R. w,-rH BEDDING PE°R /,R:_t,J.D. sr.o. OhJb-W-1/. tNSTL 12" CLASS $0 .D.J./? WITH B£i>DJNb .pe,e_ ;.K. ',J,_f>. Sri>, LJW&• W-/1. \t-l5TL 1,2.· ff,i;SJL..IE/llr \."J&°D~EGAIE' V.-1LV/;; P.s:;e t/Z.W.D. S72:>. pWl:!;,, W-7._._ 11,JSTL F. H. ASS'Y . f'E.R 1 P-WD .'51'0 .. DW<$', W-(IJ 8 INSTALL CATHODIC TEST STATION M \ PER DETAIL ON SHT. 281. /AJ!JUl/?TING' ,.TCJIAIT //,VO /;T 0/i/?0€ 8(J;VO £ fJVIT/0,U ?tfF! OeT/llt.. OJYBHE£T eat _' - 1i==r==: 201+00 z □ ;=: V, z ;:;1 ,,..r N t.,j z ., co • u.J g:: cO i I - ! r I I 202+00 HUKlL: 1 -="iu·, VERT: 1 "=8• ' - -- -- -- ---' • . ' • ' - -' • ; . j . , - - ---1 1--,-1 t ------, - ------, ___ , --- _,_ . ' ' ' DR.-16 15790 7 -/.sheet 289 Of 289 -- -- --1 -f -- I I t ,. :---- ! +- THERMITE WELD WIRE CONNECTION. TYP, THERMITE WELD CAP. TYP --~--:::?"-BOND CABLE # 2 HMW /PE I I I I TERMITE WELD WITH DIELECTRIC COATING (TYPICAL) CT:?-·' '· SEE NOTE #2 AWG JOINT BONDING WIRE. SEE SPEC'S,FOR NUMBER OF WIRES PER JOINT. NOTE: ALL GASKETED JOINTS IN PIPE FITTINGS, VALVES AND COUPLINGS SHALL BE BONDED NOTE: ALL DIP JOINTS SHALL BE BONDED EXCEPT WHERE <- _INSULATING· JOINTS OR FLANGED JOINTS ARE SPECIFIED. \ _VALVE JOINT BONDING D.I.P. JOINT BONDING ASSEMBLED JOINT SECTION ASSEMBLED JOINT SECTION FOR CONTl~II IATION TO AT-GRADE BOND STATION. SEE DETAIL ON SH_EET 281 TO CATHODIC TEST STATION, SEE DETAIL ON SHEET 281 -~ THERMITE WELD ITYP) ,--PATCH AROUND CONNECTION WITH QUICK SETTING MORTAR FOR STEEL PIPE ONLY W!:LD CAP(TYP) ~--INSULATING JOINT WHERE SHOWN ON PLAN AND PROFILE PER SPECS, SECTION 16640 -1= ;>CEM. MORTAR COATING------. (STEEL PIPE ONLY) # 8 AWG WIRE (TYP.) 1 I I : I _ 1 12" MIN.I l 1]2" MIN. 1 i: 2FT ~IN :: 1!WHERE NO INSULATING I jJ0INTIIII I I I I I I I . . ... - Ll{_STA. (PER PIPE PLAN 8 PROFILE) NOTES: A . 8. C. D. CONNECT TEST LEADS AS SHOWN IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: REMOVE ANY EXISTING COATING IN A SQUARED ARE AT EACH CONNECTION POINT AS REQUIRED. EXOTHERMICALLY WELD THE BARE END OF THE NO, 2 TYPE TW TEST LEAD WIRE IN EACH AREA. THERMITE WELDS SHALL BE A MINIMUM OF 2 FEET APART, CUT AND REMUVE ANY UNWELDED WIRE END IN EACH AREA. FOR CML 8 C SP. SET BOX AROUND WELD. AND FILL EACH AREA WITH QUICK SETTING MORTAR .FOR DIP, REPAIR DAMAGED COATING AND POLYETHYLENE ENCASEMENT PER SPECS SECT. 15063 / SP OR DIP THERMITE WELD CONNECTION FOR LEADS TO CATHODIC TEST STATION. AT GRADE BOND STATION OR ABOVE GRADE BOND STATION. J ,t TE£ IIYTElfSECT!Ort sr STA. :ZOG f 21 GS •ST STA. l47t 14 75 f"£l!CArt HILL XD ( !f0!5ElfT f.3EIIY, WILLIAM FlfOST .!. A5S0) 2 80 FEET J I .f \ rt ..D- ... ,.--------" .. ·---· -·· .. I\T FOR._~-~· HRS .. -. ··-.· .. ·-.... -·· .· ..... .. ... ·-... . ··•· -.... - • • -• .J •• : •• - ' . . -· . --·. ' .J .J J: .z. '-Ji ·-·. -1 .6AS J-/A1\JDL//\/G ·. SE(;)!_!.,_ 1/k?.E. ----------------------:-----------------------------------------------r,P;;:L:;;A:;:;N-;F;,,;:;LEENNOO-:-. --7 ... e~"f1, .. ;~"i;'iC~c°'.:;;--71Fc;;;o,--:•;:";~-~--> ~/~ 1 -,~·, ~. •.:(t:"i ... ~ .___r_s_+_l _0_7 __ =•.;..:c"=-· :==---=-'.~~•..;.;-_ -ia},~ ·.··=·.-l·:.:·· . .-.·.,,...-... _ .,._.1,,,r:, ... s-.. .;.; _.· ... ' . • •• -··--·-------· . ,_ .. ·-· ·-SAit--si'-wRa) JOAQUIN - ;· ( /B' -CU,f.5 ) ' . ·_HllLS _ ROAD - INSTALL MAIN WITH AT LEAST~--COVER BELOW Fll'✓ISH£D ORA~~6£ COUNTY·---------- CENT!<AL DISTRICT _________ _ TRACT NO ___________ _ Ai;Ltsbsl-t, z.i ic,e,9-t, 2 P1;0P CATHODICALY PROTECTED NO 0 RETIREMENT REASONI ________ _ YEAR C.P. INSTALLED----:---- OPCH. 20,. OR OVER O .,{i:M.Y.S. AT LESS THAN 2C',._ 16 15789 DR• \ of 5 sbeet TOTAL FEET INST'D•----- GB.A._£;:;_g TOTAL FEET RETIRED PERM IT ISSUED BY PERM IT NO. NE.WFORT BEACJ-\ PLANNED BY STAKED 0 STAKING REQ"D. _,:::::@( NO STAKES NEEDED 0 ! ' . .. ___ OF OATE MOVED DATE r.10\/El") DATE OF ONJOE!, ___ _ OFF Joa __________ OPER ____ _ COMPANY ___ _ COMPANY FACILITY, ~O C/IL. I)( f'.L.S. 0 0 RANGE: COU,'J 2:.Y ·-~--DIVISION WO __ :335_2-_9 __ 6_'7_Q gggE __ _ ( ~---~ c,...,;>- :iS ~ s ~ ,,,- er ,s:> gt 1, f ,0 -I s:, l ; ~ ! • ! ' j I ! ' l ' I I I ' I I I I ., l I --u'\ .... •··-. . ... .. ---..... ·•· .. ·= w 2 --l :t. <.J I- <( L.. 1-J: (!) Cl( .. ~~ .. .. . . .. --. .. ' C) .. -.9 Cl .. r-l ---- ""~'~""""""""'''''-=~!-~,, ... ~ ex -· t ~ SE.E SHEET-c-1 FoRMf:.AS- .. -··· - . .. . . .SAN .. JOAQUIN HILLS ROAD l ~ 'C.URl=:i) . . -.. .. ' ... -- : ! ;.:: ..,:p: 1-rn-::;i~~~~~!.l,ii.i 1-!l.-P► .• • .. k .. -'."."I"!~ -•-----·· ~ 1•P« 4 =-~~ '. --. ( IS'-CLJAB) £·; :5 . ~ \~7D' E,,6 E/~ OF \ SPYGLA<:;<; f-lll.LS RO. • G:, I/ STL-JV\ -_ ;DI -3 ,, .SAN JOAQUIN HILL-S ROAD µ -0~ r~---~~-------... -.~ .. -----------.~---·=--====~..:...-----:: ' = ~ ... ac.. t:esra:t:r, - W11--------------;-;-T:i--~-------- 21 (_ 12,, _CUPS•,) _J 1 rJ tc 7 (, // C) IN5TALL MAIN WITH AT LEAST ___ ~_ 2-__ .. COVER BELOW~F//)/ ="--l-lE 0 PLAN FILE NO. T54/07 BASE $M£TCH 61,:z.l i~ av: Lt"'f1 CO,.,.ST"• 5KETC" COMPL. SKETCH 10-30-90 av: DL lfll'f': SHEET '2_ OF 5 I- \.L Lu _j -:r 0 I-I- 0 dl 0 4:-.. .J) -~ Q - t c::i N --..9 -· t I -_j_ q- ~ ✓1 I LL+ t ~r) I II "" I-E..TS PE.P. f"\G..=4 c6EE <::,\·\EE.T =-!:: :C-l!.01. ?-SlJPPoRr ~ -1 :C-EA \ SEE \ e,n-.roM L'i::'..F, & I\. °' -r;. TOTAL FEET INST'O _______ _ TOTAL FEET RETIRED OR Ar--~ C:, S PERMIT ISSUED BY PERMIT NO. DATE MOVED DATE MOVED DATE OF OPE"----/ COUNTY __________ _ CSNTRAL DISTRICT _________ _ TRACT 1-.10 • -• M •-•----••---------- ATLAS GSl-1,2. i (:,i::,9-1, 2.. Pt~DP tJQ. _______ :__ _____ _ CATH□n1cALY v,s--eC ~o 0 PROTECTED RETIREMENT REASON ________ _ PLANNED BY YEAR C.P INSTALLED ______ _ OPER 20.,• OR OVER AT LESS TH-'N 2.C''f. -/LS.M.Y.S. REVIEWE.D BY STAKED 0 STAKING REQ 0. "El: DISTR, SUF'YH NO STAKES NEEDED 0 DNJOe, ___ _ OFF JO~--- CREW FOREMA"--------------1 COMPANY COMPANY FACILITY, SD. CAL. JB, OR AH G E _C,.D lj f\Ji'{ P.L.S. 0 DIVISION w.o. 535;2.9 5'"/0 DRG. ____ COD l I l I I I I I l l I _! I ~ ~ C> O' ~ ~ s ~ ~ V' {? 9- :r-.I 0/ f - JOAQUl:-..l HILL~ ROAD ' w SAH llJ b" STL \ . PLAN FILE NO, C0MP'L, SKETCH , 54-107 11v: S'HE.£.T Of" 3" PE. M I.-?::," PE CAP :r:. -E,M --- «:C s: /i't:. or" sPYGl.ASS HI !,.LS RO- INSTALL MAIN WITH A1' LEAST :1 g COUNTY DISTRICT TRACT NO-~ __ _ ATLAS r, ::,-1-r 2 -;· -;,-o NO. -" J ~. <ao 1-I, :_ rJr~o(' CATHODICALY PROTECTED YES ~ NO 0 "COVER BELOW l-::://\lf.C ,.: :=-.· RETIREMENT REASON _______ _ YEAR C P. INSTALLED OPER 20,-. OR OVER LESS TH.&.N ZC'~• jfS.M.Y.S. DR. 16 15789 Sheet 3 Of 5 ( ·::.,/: d /) !:: TOTAL FEET INSro, _______ _ " 11 • ' , • ..,.. TOTAL FEET RETIRED PERM IT ISSUED BY PERMIT NO. DATE MOVED DATE MOVED DATE OF i\)E\MR'.281 P.EJ\CJ·\ OFFJOB, ____ OPE~---l CREW FOREMAN _________ ..:_ __ _j ON JOB, ___ _ COMPANY PLANNED eY REVIEWCO BY DIS'TR. SUPVR STAKED D STAKING REC'D. :;;:.EJ NO STAKES NEEDED 0 COMPANY FACILITY: SO CAL s: OKAt--.!G E C.. O \J i--i Ty P.L.S. o 535 ,..-, a. --DIVISION w.o. ,._ t 510 g~gie \ \ \ 1- ::i: \!) Qf ll.J > 0 c:O ..:: (.0' C.llRB) --- ' , a 0 -.....0 C) -0 ----·--- PLAN FILE NO, T54107 IIY: SHEET _:) OF" 7-101'-3 ,, P.EM 10 ea1' w/o 1,v -OF P£1.!CA N 1-11 LLS RD ..i 5' E~ ' ~ --... -a 0 "1 '9 -- 5' + I ID'°71 W/o \AJ/m. cF PE.UC/\t\! -!ILLS Rt, ----(t/o ,_{'.,JJR B ) pue. JOAQUIN HILLS -0 --------'9 ROAD 0 -.9 ~ ,,-. -'/ 1/ 'CI;,-.. , r•-~• /'; ,, ,-... f~ INSTALL MAIN W1TH AT LEAST___:i_L_H COVER BELOW_/-/',/ -.' 1.:: .'. _LC_r/' ,,·. --- lU 154' DR. 16 15789 Sheet 4 of 5 TOTAL FEET INST'O, _______ _ TOTAL FEET RETIRED /2. 3, i \[) OR/\ ''1 GE:~ PERMIT ISSUED BY PERMIT NO. DATE MOVE:> ONJO~---DATE MOVED DATE OF OPE"---~ COUNTY __________ _ cE~JTRAl... DISTRICT---------- TRACT NO --· ---·-----• ··-- ATLAS V::,1-1, 2. r C,b't-1,: PR c.P NO. -~-•• --------- CATHODICALY PROTCCTED YES--.... NO 0 RETIREMENT REASO>N--------- YEAR C.P INSTALLED ______ _ OPER. 20~. OR OVER O SM Y S T LESS TH•N 2".. ,,r,r , , , • ,. .. ~ ,LJ / OFF JOB, ___ _ CREW FOREMAN, _____________ _ COMPANY PLA.NNEO BY NEVltWEO DY OISTR. SUPVR STAKED D STAKING REQ'D. ~ NO STAKES NEEDED 0 COMPANY FACILITY: SO. CAL. t&_ P.L.5. 0 OR_AI\JGE C.OUNTY DIVISION S 5 w.o. •' .-3 ")..9 $_'7_Q g~g- 1- ! I ' ' f V' r . ·-·-·--·-· --; -.... -· -: i ;: -• . :.1. ' l" . TEST CONNECTIONS TO A STEEL HAIN AT AN INSULATING FITI'ING -ETS TYPE 2 ... . .. : l ... . . .. ' ,. . .:._. --·~ ·• TAOIS, BRAISB • • "IIORTH" AHO "SOUTH' FOR H;I:GR PR£:e§URE OR "EMT' AHO •wen· /_'-~~~~~I,.~.-~--.. __ •. r,;?'_~·t>!r;...r.in-'. _<co~~s u-03~3, 4, &, o \ t---""?--#12co,.Teo WIRE 1 llEE HOTEB • • -• {loca\}n.g wire) --! ; . -_•ee HOTEs :-·' •. ~:-· .. __ • • FOR HIGH PRESSURE . . . .. . ~~ _ _I?ETAIL 1A .-, • . ··--·· ..... . ... ., -_, -·-· -- MAIH. . 0 l'L,_IITIC TAPE IHBULA TIHO FITTIHQ -•-.. : . •. - _ '. (FLAHOE, IS LEE VE-TYPE COUPLIHG. WELD COUPLl~O OR FLAHOED VALVE) . --i----· ... -.- ..... ,TEST CONNECTIONS TO A STEEL HAIN AT A CASING ETS TYPE 3 U5E METHOD_._ ••• NOTE: IF VENTS ARE INSTALLED ON CASING, 'fKEN WIRE CAN BE TAPED 'IO VENT PIPE AND TERMINATE 2 1 ABOVE GROUND LEVEL (USE IN LIEU OF BOX). TAG ONE WIRE. ~-:✓-/ 1///, n LEV El TAO. BR.',SS "C>.SIHa• --H---V ---rAa, BRASS ·~AIH. • (CODE 3Q-Q33B) ..,~·-: . l,,e,,~,,....,,, JCOOE 30-0352) ·.- 1-----rJ::12 COATED WIRE r..:,;=r. • ·:t>··- . ~Lc:,ca.llng wlr~) .... BEE HOTE 1 BEE HOTES 1 AHO 2 -r M~;. l--LFOR_ HIGH PRES_?URE ...L__ · • SEE Dr.TAIL 1A - CASING \ \ PLASTIC TAPE_/ • l.!AIH FIGURE 3_ TEST COffi{EJ:;TION UTILIZING #12 WIRE DIRECTLY OVER HAIN ; GROUND USE HETHOD . FOR SURFACE TERMINA'l.'ION ~= 6 l -I I LEVEL ......, ~ SEE NOTES 1 & 2 FOR HIGH PRESSURE SEE DET.a.IL H, :: . INSTALL EMS HJ\RlJ:..'R DIPJ::C'l'LY ..,1<'°" UNDER TEST WIRE ,----- Rev. 10/16/89 . -· .. •.. ··. 1 . 2. 3, --.... •.·.-... ------·-- DETAIL SHEET FOR --CATHODIC PROTECTION NOTES Attach wires and cables according Connect Copper Wire to Steel J.?-ipe · (CF I CH, DIST 1 M/S). to Cpmpany Job Tnstruction 187.3003, -Braze Weld and Cadweld Processes, :Fi~ld o::-ont main at points of wire attachment according to Company Job Instructions 186.3003, Plastic '.l'ape -Fit:lci Ap_plic.::.ticn, (C:A!:G, CF'. r.M; DIST, H/S), and 186.3007, Rubber Moulding Tape Field Application, (CASG, CF 1 CM, DIST, M/S). Wires must be long enough to extend at least two feet above ground level. When main is: ~o-~e und~r-~~p~al~ :-~~~ ·;;4;, -~;~ip~~--;~p~ -~-~ offset to convenient location ip parkway as shown on Fig. 4 DETAIL 1 For installation on high pressure main, arc weld socket weld cap to main per C.J.1-187.3003. ., A. Cable Installation Socket Weld Fittin~ Cap-Socket Weld 3/4" 52-3820 .. - Tane _ \ ~ Cable·. .~~rt y---· 1 B~ Positive Contact Point Socket -Weld Fitting flatten Ends Weld & Recoat • "-._ ~. Fig: as J.,. FIGURE 4 TEST CONNECTION UTILIZING 3/411 WRAPPED PIPE OFFSET TO PARKWAY LOGATION (POSITIVE CONTACT POINT) · PWFILE VIEW CURB & GUTTER SEE NOTE 1 FOR HIGH PRESSURE SEE DETAIL 1B r USE HETHOD • [~; FOR SURFACE TERMINATION SEE FIGURE 6 GROUND LEVEL ~ INSTALL EHS HABKER I DIRFE'I'LY mmER nox SEE NOTES 1 & 2 FOR liIGH PRESSURE. SEE DETAIL 1B A YEl:!ICULAR TRAFFIC AREAS Box, Plpt Val..-■ C.aalng, Stetl a· X ,~· (Cod• 67-1~32) Gover: see note below 4~¼:_~;'·\( f.t-::9:L;r.•<"., ..__ ___ -4:,.' _; .. ~ ';~ t .;~ MAGNESIUM AllODES (ECS -ETS) I -~~~::: ?<:~KE~ __ _j UNDi:J: CA3IHG ,,· ,;-:-:-\_-::~.-' HON-YEHiC!..ttAH TRAFr'IC AflE.A~ Exttmion, Cone. V.alvi11 Box S"' X 12'' v.. /,_. conr (C:>da 3!)'« .. :>0} CovG-f, Cor..;nt■ ·V.1h•:r. :'.ox (Coo, :3-2'.1uOI C HO i-i·· 'l CHI~ ULA.r; "t':-1:\F~IC 1-lifi.~ P..ox, D?1-..:-. G r.!i l i,:,ht ~./.-: N::a, Comp!t.ti-w/D'J'-''1'f {Coch ~3-21::C): ABOVE 011cu;•w· TEAl.111-IATIONS NOTE: In areas o:f. hee.V;· V1'2-hict<:.-.I ... t.:-;:_fl.i;;, iJP :..;:,": ...:\"J.i."lc:•:.·~.ri.:..~: Cover, Service Box, :2c~i.:.: 311 :_'.,::;~~ }ro:. (C>--.h.· :·~7-li.~'.~'~.: Areas of occasional traffic, such os driveways, :,:i de•.·o.il;.'_. Cover, Service Box, Ronnd 811 Plastic (RPV) (Code 'j?-'1_5,;}i~ ...._ _____________ ___: __________________________ ···-·-.. , .. -- DR. l6 15789 Sheet 5 0£ 5 /1'\EO 535-2.9-5 70 .t ' r' l l ~ ! l ' ~ l ! t :s ~ .- I " -~ r ~ I p r ~ a 1, I' I I I: I. \, ·: NOTES, I, IRRIGATION CONTROLLER TD BE INSTALLED BY IRRIG CONTRACTOR AND CONNECTED BY ELEC CONTRACTOR 2. CDNCRETEV PAD TD BE INSTALLED BY IRRIGATlDN CONTRACTOR, eLEC CONTRACTOR TD COORDINATE ROUGH IN REQUIREMENTS. 3, REFER TD SINGLE LINE DIAGRAM FDR SPECIFIC DETAILS AND PRODUCT SPECIFICATIONS 4, IDGGLE S\IITCH MSCIJNNECT IS m llE INSTALLED JN A SINGLE GANG llOX \/ITH A STAINLESS STEEL COVER PLATE, FACE m BE MARKED 'IlISCIJNNECT' 1N PERMANENT ENGRAVED LETTERS, 5, EXACT L□CATIDNS FDR IRRIGATION PEDESTALS IS m BE COORDINATED \,/ITH IRRI6ATJIIN CONTRACTOR. UICATIDNS SHIJ'JN ON THESE PLANS AR£ rmT EXACT. PRIMAAV CONDUCTORS/ C□NDUIT fDR C□ITTR□Ll.ER R,INCH CIRCUIT INSTALL 2'C.0, S\JUP :.a--BEYDND F'OIJTING r□R CONTROL VIRES ' INSTALL SERVICC RATED 20/HP TOGGLE SI/ITCH TYPE DISCONNECT 2A12-l/2' TD CDNTRDLLER 7 SYMBOL MANUFACTURER'S PART NUMBER ---2• c.□. PB (2) USP-M060-l12TCB-FUSE BUSS JJN-120/240VAC IPH-3v/-60 AMP-STAINLESS STEEL FABRICATED SLEEVE UGPS TD UGPS ALL PRODUCTS LISTED ARE• PACIFIC UT!LlTIES PRODUCTS 1621 □RANGETHORPE l,IAY ANAHEIM. CA 92801 (714) 871-7877 f AX (714) 871-7937 >+-t--~\oATT H□Ufl METER) '-a 1 MAIN DISCONNECT BUSS #JJN FUSE.S 60 AMP ELECTRlCAL SERVICE PEDESTAL EQUJP. DESIGNA TJ□N -Pe, • 120/240V 1 PHASE. 3 ',/IRE MIN 10,000 A!C RATJNG NEMA 3R ENCLOSURE TD SCE SEPV!CE P□JNT 15~ !P REFER TD ELECTRICAL Sf\E'ETS I >>-------.,-----~----/· ALL rnR CONDUCTOR Sl?E.S \ CASES ®lllfil@I\.~ ILllOO~ lo>ll/A@ffil/A~ ,,. NOTES, l. CONTRACTOR TD COORDINATE CABLES rR□M LANDING LUGS TO LANDING LUGS \/ITH SCE AND PROVIDE FDR ALL UTILITY REQUIREMENTS, 2, METER PEDESTALS ARE TD BE FABRICATED \/ITH SLEEVE BET\IEEN PULL SECTIONS, 3, CONCRETE PAD BY OTHERS. COORDINATE FINAL REQUIREMENTS FDR CUTOUTS AND DIMENS!□NS BEFORE PAD INST l>LLA TI□N. 0 O ~ -jPEDESTAL@I PRIMARY CABLES TO BE 3#4 THI,' CU -600V CABLES '7-,.r://,"'1/'77///777//,½7½7:1/777//-rr.//.lr-,_:"":;;""·· \/'.~::::/::////, SCE 2' C,D, ---' ~---1 GROUND R□D PER 250-83(Cl NEC FINISHED GRADE . . I MINIMUM BURIAL DEPTH PER 1979 NEC BRANCH CIRCUITS 1 0 TO IRRlGATIDN I PEDESTALS MAINTAIN AT LEAST 12' SEPERATIDN BETl,IEEN BRANCH Cl RCUIT AND SCE HIGH V□L TAGE1 HIGH VOLTAGE FEEDERS PRIMARY I I 0 DR. 16 15790 Sheet l Of 8 STA 147+00 EL CAPITAN DRIVE II STA 165+00 COSTA "'IE'."SA, CA.92626. ·(1r~) 432.-J-343 .-·.· • fAX' lf;, (7f4) 432..'.1907 • • .--. \\ PELICAN HILL ROAD ~__.--:;:~~d\~~~/, STA 186+00 L:::::J /;; STA 205+77 [LE.C1RlCAL FOR JRRlGATI□N SAN JOAQUIN HILLS ROAD 7 I 0 I-<( 2 -- ,--+--1 .,..., . ...... • • • ·-- . . -- 0 0 + CD I"; ,.... -- \ 9 \ 27~00 126+59,2 --r \26+00. --------------· \ ... -- I I--♦-- -- lo ~;' ... .... "' 10 "' • "' 0 0 • "' ... Ol 2• ;¢6\ ,21• 6Ji6.60 0 0 + "' 0 0 • --- - ' ' . , .. ., .. + ....... t ·-+-- - - -- ---- + + 126• ---- • -- - - I • • +"',... I .,...+""' -- ~DR. 16 15790 Sheet 2 Of 8 ' 1 .... +"'"' 11\ • l \W -- - -- -- + -- STA_ 144 +OO - \ IIZRIC:;J>..TIOhJ COhJTROLLER [71ST. ~ 83';) I V. D. ~ Z.. 9 '?o - - D-- .. ·l ... ,. .. ..,.1 ....... - - 0 ~ :.. ~ < 0 m N I -- -, + -- ---" ,~ Z. c±1, 10 THW CU ~ 3,/4 11 C 1 ""10 C.U Gh.!D • l 1 •~+nn -- 0 0 + c.o f") ,-. -- -- '"' ✓ •. l 1 ·~,---_-~~: "J\.w·,_. ~DIC()R:'(). i!ArEo·-• _1 ;_1 "._l; ti~(--~om1eAt',;!:~~,;t1 -~· i/··. . . 1JG!l1:NO_--•O!'l:;RS . . :2!JOO·'BRIS'f0L'cST. :8305· ·.CO$TAiMl::S/,;' l;CA.92626 • :(7t-4}•1,J2-!J4J 'F-AXafJ; ;(7t4)'432<1007 ::r: f:} ~ L- I t.cJI") 0 ~~ 1--<( 2 - ' .. Ion . 0 0 + I'- -s;I- -c- V) . LLJO .t--GZ V) llb'b SIIEE.r, r--1 -,.o E-s : ELECTRICAL. FOR IRRIGATION SA~ JOAOJUJN HlllS ~OAD STA.127+54.67-147+00.00 a, 0 I t"l < 0 < 0 0::: ti) ...J ...J -:I: z -::, □ < 0 ., z < ti) ti) z < ..J 0.. MARK DATE DESCRIPTIDN PREPARED UNDER SHEET 1-'-"-~~~--------,SUPERVISION OF -------~I-····-···.-~ C!) 2" ~o;;E:;s.c.'1-G;N~E-DZ~R~E~V~I!S=I~O~N=·!>!s~::::::::::~11-s-c-A-LE-,-D-A-:::T-:::E-,--=0::-11::::G:--.--:-::NO;;-. --;1: @ ~ ; AS SHO~~ [ _____ · ' ~ DRA~N CHECKED •P• STRIPING STA.l27+54,67·147+00.00 -160[0,23JPF, 3091 1702 03-Aug-90 06,46 AM/ 3091-999 J;)rt. Jt.e, J:r , tJo ~ ~ .,,.. -' (/' ~-t t ~ i-a .5 __£ CP ' . . I- WC'-1 :cw, U:cw 1-(1) <t . 2wO 0 0 + r---. --tj- wz (I) - --,~,..~ .... ,.., . -- -- I AO;,.,,.. -- :r u j- <t 2 0 0 S+ - I - 0 0 0 ...... -~~- m r---. + lO I.[) -~ • . -- I •-_j.-- -- -- - • ""+-" 1--!-- ---- --- I.,,.,..; ...... ,--' -.. t "". + -- ---. -- ,--! ... -;::r_ . . •' - 162. + 00 fl\ STA IRRIGATIOhl COhlTROLLE.R i------, -El DIST. = ?ioio 1 V. 17. -Z.0'7, -- ·-· ... -- -- -- 2" C.O. FROM SCE PMH TO PULL SECTION OF PEDESTAL CONDUIT; CONDUIT TERMINATIONS, ~-PULL ROPE, TRENCH BURIAL DEPTH, AND LANDING LUGS PER SCE STANDARD SPECIFICATIONS. STA 152. + 89 SC.E. r-E.X.TE.1-J v' Z.11 C.O. STA 11:',2. + 39 • ~ . TO PEJ71STAL ELE.C. =,t=RVIC..E. PE.[7. r-1 El ·----@ P, I t ,\@i] -=, :.. . r C . --- YZ.tlO THW CU} ~/4-11 C 1 'Ii' 10 CU GhJ 17 • . --. -- \ ---~ -----r:·-- - ~Z.# 12 THW CU} 314 11 C 1 # IZ. CU GNP • ~--•" --1.no • . . ~-- \. I 6 --- ' --·: ~\_ STA 173 + 00 .• IRRIG-ATIOI-J COI-JTROLLE.R ---- DR. 16 15790 Sheet 3 Of 8 (j) -----. --- 1s ~ 7- --- - . - ----. - ---- 0 0 + 1D I I ' ---------= 0 -------== -0 0 ·~ -.- • -I . \ ·(Jl \ ~ \.0 if) < l DMf INCORPORATED - , ELECTRICAL ENGINEERS & -, UGHllNG DESIGNERS 2900 BRISTOL ST. 8305 COSTA MESA, CA.92626 (714) 432-1343 - --- ! I I ELECTRICAL FOR IRRIGATION -----. SAN JOAQUIN HILLS ~OAD STA.147+00.00-165+00.00 MARK DATE DESCRIPTION PREPARED UNDER SHEET t--~-~-~~~~__.SUf'ER\/ISION-OP _______ , ~o~Es~1~GN~E~o ;;:R:E:V:'.: 15;1~0 :Ns:::::::::::::::::=i1--s c _ A _ L _ E - - . -□-A-TE-,---o-11_G __ -N-□-.---1 I §~® DRAYN CHECKED AS SHDYN •P• STRIPING STA.147+00.00-165+00.00 -160[0,23lPF, 3091 1703 03-Aug-90 08:58 AM/ 3091-999 ,,. ,, . ,, j) «_ .. ___ •. /&; • Is· "J '}__f)~ _ • _ __ r ~ g\ I> ..-v -a, 0 I "' < C -:-!:!:: < Q;) 0 0:: Cll ..J ..J -:i: z -:::, C < 0 ""J z < Cll ' Cll z < ..J c.. C!) z -c.. -0:: I- Cll 1ZJFIZ THW cu 1 314 11 c 17 I #-IZ CU 61-l D 5 • --+----- - ---------------- - ------------- - ------------- - -+------ 0 0 + L[) ]'-._ 0 + L[) (D ,_-=-~;;::-:::==--- -- -- STA lo:,7 + 06 I _.J STA 179 + 00 IRRIGATIOhJ COhJTROLLER. ~ DIST 475 1 V. 17. e ZJo 'lo 2" C.O. FROM SCE PMH TO PULL SECTION OF PEDESTAL r-----1 CONDUIT; CONDUIT TERMINATIONS, PULL ROPE, TRENCH BURIAL DEPTH, AND LANDING LUGS PER SCE STANDARD S.':lECIFICATIONS. r-----.,...,. , ... ~ ..... ELEC SER.VICE. PED. STA lb8+1G SCE L exrecr z" c.o. STA 171+ 00 IRRIG-ATIOI--J COI-JTROLLER. f-- DIST -334 1 V.17.;I.B'7o @ TO PE.DISTAL ---= ' □ ' 171~00 ' 169+00 170+00 .. ----------------------------- - ---------- ::>TA 182.+ 74 ELCC. OERVIGC @ ~ --= -- • - I -+ 2" C.O. FROM SCE PMH TO PULL SECTION OF ?EDESTAL ~-----1 CONDUIT; CONDUIT TERMINATIONS, PULL ROPE, TRENCH BURIAL DEPTH, AND LANDING LUGS PER SCE I STANDARD SPECIFICATIONS. STA 1$3 + 24 5CE. -E.XTEhJD 2 11 CO. TO PE.l7I'STAL ---" ST!\ 153 + :,4 IRRIGI\TIOI-J COWTROLLE:R DIST. GO I V. [7. 0.3 "lo IZ.i 12. THW cu13/411 C 1 ;Jc IZ CU GihlD • -- ---------==~ ,__ :r: tf10 f::} :r:J '::{ Cl) --~, l,_]Q. --• L,_j< -,.Cl) --:-::--r---+ --.-- ---- ..__----.... I 171+56,00 ' 172 DR. 16 15790 Sheet 4 Of 8 -- I ----0 0 LDMf INCORPORA1ED - ELECTRICAL ENGINEERS h UGHTING DESIGNERS 2900 BRISTOL ST. B305 • COSTA MESA, CA.92626 {714) 432-1343 -\- 10 r-< MARK DATE DESCRIPTION REVISIONS ELECTRICAL FOR IRRIGATION. SAN JOAQUIN HILLS ~OAD STA.165+00.00-186+00.00 PREPARED UNDER SUPERVISION OF ______ _ SHEET ~D:,:ES~l,:::GN!!cE0:'..===,=====-1 SCALE DATE DRAYM I CHECKED '[g@J DIIG. NO. AS SHOYN •P• STRIPING STA.165+00.00-186+00.00 -160[0,23JPF, 3091 1704 03-Aug-90 08,59 AM/ 3091-99.9 D~~ '(q DS? <;;@ -"' 0 I I') <· 0 < 0 0::: CJ) .J .J -:i:: z -::J C < 0 '") z < CJ) u; :z < ~ "- C!) . z -"--0::: f- CJ) ~ ~ $:> ~ .s ~ -c::- f - .r:,.. -= I "" :r:: u . I- <( 2 --- 2" C.O. FROM SCE PMH TO PULL SECTION OF PEDESTAL STA 197 + '?0 ,-ELEC. SERVICE PE.D @ ~__, CONDUIT; CONDUIT TERMINATIONS, PULL ROPE, TRENCH BURIAL DEPTH, AND LANDING LUGS PER SCE STANDARD SPECIFICATIONS. I - - • rSTA 198 + 00 SC.E STA 2.01 + 00 /, Tr E.XTE.kJr 2'1 c.o. I1<.RIGATIOhl COf-.lTROLLER. 'I TO PEl?ISTAL DIST= 350' VD. = 1.9 7o /. ------------- - _________ 1___________ -------------- - ------------- - □ Z.¾IZ. THW cu 7_ II I ale 12. CU C:;f-J 17 5 3/4 C~-~ 0 0 + a, .. 01 01 ...,.----~ Ill l=zt:cc::====:..=.-===:i~iiii:::=======:....:issLwi:=======:i:iiwiii::..::..::=====:iUiliii:===:..::..::==::zii~C::::======:...;:=-ea~1i'-======~~;=-==-=======~Joc;---------H;---.----------,-------l.9. 1 ..... .;_...... , .............. ,..,............ ... .... ~...... .... .......... ,... +oo 204+00 205+00 20 +~ .aG6+oo 207+00 0 0 + i'--0) ' -+---- 0 0 + l.D co ,. ',.,,..,.,. __ ---------- 193+00 -- STA 193+ 50 IRRIGATIOI-J COI-JTROLLER. DIST '3001 VD -Z.8 % I I . I I I ' ~R. 16 15790 Sheet 5 Of 8 :::--..: :::--..: 191+00 - ' I I I !. ::--,...:--.. .... =----~~~Z.t 12. THW CUC 314 ,,c ~~ 1-#IZCUGhJD) • ::::-.::: -;J::--u g ,; - g • .,. - --,. ........ ' • ~~~ I..::. ~~ 'Z --:::::-.:: .. ~ ~~ ~- LDMf INCORPORATED - ELEClR!CAL ENGINEERS [( , UG!fllNG DESIGNERS 2900 BRISTOL ST. 8305 COSTA MESA, CA.92626 (714) 432-1343 ~ ~-.;::::-.,- ?o (: ELECTRICAL FOR IRRIGATION SAN JOAOJU!N HILLS ~OAD STA.1B6+00.00-208+31.44 1-=Dc:::ES::.:l.:::GN.:::ED=-====='-I SCALE DATE I CHECKED DIIG. NO. DRAYN AS SHOYN •P• STR1P1NG STA.1864 00,00-208+31.44 -160[0,23JPF, 3091 1705 03·Aug·90 09,00 AM/ 3091-999 -a, 0 I I') < C ~ < 0 00 c,:: en ..J ..J .... :i: z .... ::::, 0 < 0 ., z < en en z < ..J a. C!) z .... a. .... c,:: ... en I r I I a CD . , • ' "'" "",... • E.P • ---------=---=--==---=-= = -==-== -=-=---=--=-=---=-- . . ----~---l ~ --== = =-~== E.P. f;} I ' ~ ~ \l\ ~ !t)!tl Ill~ ;.. \) , ' '. ' ).; ~ \l\ __ ......,.._ rj ~ .. 'ti • ~ II! ~ ~ \l ,' 8 ~ ~ !( 0 ~ ' . \) !I) I ~ 0.' l\i ~'¢1 'I,. i Bt?.oo· _,r-MEDIAN ' ' --------.----_..._ ~ \ti R \j ~ SAN JOAQUIN HILLS ROAD ~-.. . ,· .... --~,.. -:._ ·-=~---~ .. -·!.!_-,,,. __ -.,S••=-·"""~·•c..' --~=-.__ --. ------:-=· ==,·====-·-=---_:_·..:..· __:__:::___:_ _ _:_·_..:._...::_:.:.:.__ ~===··- G,LE. CQNIBACTORS NQJES 1. lHE TELEPHONE COMPANY HAS DILIGEN'TlY AffiMPTED TO CORREC'TlY LOCATE AND SHOW ALL EJOS11NG PIPELINES AND DlHER SUBSlRUCnJRfS IN lHE l/1C1NITY Of lHE WORK, BUT lHE COMPANY DOES NOT GUARANTEE lHERE ARE NO OlHER SUBSlRUC'nJRES. fAILURE Of lHE COMSANY TO SHOW ALL SUBSlRUCT\/RES IN lHEIR CORRECT LOCATION \\ILL NOT BE A BASIS fOR A Cl.Alt.I FOR EXTRA WORK, ANO lHE CONTRACTOR SHALi ,-E' RESPONSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT. 2. CONTACT TI:LEPHONE COMPANY INSPECTOR 48 HOURS IN ADVANCE Of CONSlRUCTION. TELEPHONE NUMBER (213) -404--5535 J. NOTlfY All UTILITIES. OTHER SUBSlRUCTIJRE USERS, ANO UNDERGROUND SERl/1CE ALERT (t-800-422-4133) TWO (2) WORKING DAYS PRIOR TO CONSlRUCTION. 4. CONSlRUCTION PERMIT TO BE ON JOB Sill: AT ALL TIMES.I 5. lRAfflC CONlROL TO BE MAINTAINED BY SlRIPING, BARACADES, PLATING, ETC. AS SP[QFlED ON PERMIT. e. CONSlRUCTION AND MATERIAL USED IS TD CONfORM 1111H GENERAL TELEPHONE COMPANY SPEC!FICA TIONS. MANHOLES 7. CONlRACTOR TO LAYOUT MANHOLES PRIOR TO ANY EXCAVATION. If SURFACE MEASUREMENTS DEVIATI: FIVE fEET OR MORE FHOM SECTION LENGlHS SH0\\1-l NOTlfY TELEPHONE INSPECTOR. ENGINEERING SHALL BE CONSULATED TO DETERMINE IF lliE DEl/1ATION \\ILL CONFUCT' 111TH CABLE ORDERED. e. MANHOLES AND/OR PULL BOXES TO BE PLACED BEFORE CONDUIT PLACEMENT. CSP 1'522-5D0-200 3.01 9. PRECAST MANHOLES ANO/OR PULL BOXES TO BE SET ON A MINIMUM or SIX (6) INCHES Of COARSE ROCK OR SAND BASE. GSP ,1$22-501-200 3.02 10. MANHOLES AND PULL BOXES TO BE RACKED TO GENERAL TEW'HONE SPECIFICATIONS UNLESS OlliERIIISE SH0\\1-l ON DETAIL. GSP 1'622-500-204 AND GSP l9tt-200-9tOCA 11. COLIPLE'TillWA!.L lHICKNESS AND MANHOLE NECK LENGlH (GRADE TO CEJLING) TO BE SHOv.tl. 12. PUWNG IN IRONS TO BE PLACED DIREC'Tl Y BELOW FIJTIJRE DUCT ENlRANCE. ANO OR OPPOSITE WAil. FROM FUTIJRE DUCT ENlRANCE. 13. ALL CONDUIT AND OR BURIED CABLE TO HAVE A MINIMUM Of ,o" COVER BELOW GUTTER GRADE OR FlOW LINE UNLESS SPEC1f1ED OlHERIIISE. 42" IN STATE R/W. 14. IN ROADWAY AREAS v.HERE PROPOSED SUB-ROADBASE HAS NOT BEEN PLACED, ADD AN ADDITIONAL EJGHTEEN (t 8) INCHES TO lHE MINIMUM C0',£11 BELOW PROPOSED GUTTER GflADE OR FlOW LINE. 15. SHOW CONDUIT AND/OR BURIED CABLE CROUNO COVER C • ADJACENT TO MANHOLES, AT 50' INTI:RVALS AONG TRENCH. AND AT ANY OlHER PO<NT \\HERE COVER DIITTRS SUBSTANTIALLY FROM AVERAGE. 16. MANDREL ALL DUCTS FOR QUAIJTY CHECK. MANDREL TO BE t 5/8" fOR 2" DUCT, 3 5/32° FOR 3 1/2" DUCT AND J 5/8" FOR 4• DUCT. 17. A MINIMUM CLEARANCE Of SIX (6) INCHES SHALL BE MAINTAINED ABOVE, BELOW, OR BESIDE ANY EJ(]STING SUBSlRUCTIJRES. (EDISON SECONDARY EXCEPT<O) 18. ALL RADII LESS THAN 50' TO BE ENCASED Willi CLASS 2B CONCRETE PER GSP PRACTICE 1522-t 05--207 6.DJ t~. CONlRACTOR TO VERIFY \'/ALL TO \'/ALL AND/OR \'/AU. TO END Of DUCT SlRUCTIJRE MEASUREMENT. MEASUREMENTS ARE TO BE RECORDED TO lHE NEAREST FOOT. SJFFI UfASUBINC TAPE MUST BE'. USED 20. PLACE 3/8° POLYPROP'l'LENE PULL ROPE IN DUCT INDICAT<O: Q 21. MINIMUM NECI( LENGlH OF MANHOLES SHALL BE 24 INCHES. TRENCHING 22. TIJNNEWNG PERMITTED UNDER CURB, GUTTER, ETC. 2J. REPAVING TO CONFORM TO SPEC1FICA'r0NS Of MUNICIPALITIES INVOLVED. IN lHE ABSENCE OF' CITY SPECIFICATIONS. COUNTY Of LOS ANGELES/ORANGE WILL APPLY. 24. CONlRACTOR SHALL RESTORE ANY DAMAGED OR Oll1ERIIISE OBLITERATED SlRIPING, PAVEMENT MARKING OR RAISED PAVEMENT MARKERS. PAINT REPLACEMENT SHALL BE DONE TO THE SATISFACTION Of TH£ CITY v.HERE lHE WORK IS PERFORMED. • 55• I '' I :::,0:::1 c:g8 ()(10 C c::J-. • .. I .. ~ 56' I '' I o:::,o ~:88 (1(1(1 c::J • .. I .. ~ 56" I I (l:'.'J'"I ooC, ~88 co:::J 15" .J L • .. I .. ~ DETAIL ,, A" 27" 1 35• 1 35• r,. NO SCALE ~ a• TYP. I I I I . . I STATIONS /411/!J.I/ 1:nfJO.m ;#11~.a:J 4l' 1-::,0$ !r,,14(),X, -, :ili!l .a? :i,la:ut:1 8!1 I ,:0.()0 ~-';l).a:J KJ;!l:WaJ /101!/G.@ 117-1/700 _,:9!,.t:r, ---~ DETAIL "B" 27 I 36 I 38 r7" NO SCALE I I I 10•-5• STATIONS #•Z"!J!a:> P!U ::f 164-~:!f ,e,;r 7¥ p$, 7!i! !iO DETAIL "C" 27 1 35· 1 35· r7 NO SCALE I I STATIONS P-lt?ta:7 l.:¼10,?":,:2 I . I 55• I I 888 GGG (::1)t) c::J ,o·-e·x5'x6' -8" PLACE TYPE PLACE STAN A-1138G FRAME I: COVER DARO TYPE •s• RACKING I: CORNER BRACKETS NECK LENGlH ___ _ GT 4 56" I I I 881) C)l)C) 0 1'.::0t) C::::00 J L 15• 10·-s·xs"x6' -s· PLACE TYPE A-11JBG FRAME I: COVER PLACE STANDARD TYPE "S" RACKING I: CORNER BRACKETS NECK LENGlH ____ • GT 4 56" I I 888 IJ(K; •)CG c=i 10•-s·x5'x8'-8' PLACE TYPE A-11JeG FRAME I: COVER ARD TYPE "S" RACl<ING t: PLACE STAND CORNER BRACKETS NECK LENGlH ____ • GT 4 l ea.14' " QUIKDUCTS -40 -4 IN 26"x 64" KNOCK OUT g• s I i! j!! I i§ <ll .., , ' DETAIL "D" ~ 5 .·, 6 -- 7,•~u;~ e· 9 II I . 3 I' 4 •2.5"22.' "22.!"22.5" 9• t-.: - TRACTORS NOTES CON PLA COVE CE A-1138 G FRAME I, R CE 1 O' LADDER PLA HUB EQU BARD CO. H-9113 OR AL PLA CE CORNER BRACKETS NECK LENGll1 ___ • DR. 16 15790 Sheet 6 0£ 8 . " V) 5 !e ' "' z 3 :, ll. • ~ ,- / . '"~:1~? 4 I Q,),)0 2 u~~,_,,, :.ii:':-.,c r )", :"' ,;~ .. ,) • ,. ' , ') •/· ··~· •• ·7 STAT!ON GZ'~e.e.47 .. <> " ... " ..77~' 8.5• • : .144. • • 47-~I • {!J "'GG:'Z9' /5.::l.G :'::t.~1 ·' /t!5"SS ';?~ -., .. -. -., . _ \ CONSTRUCTION NOTES 1, MINIMUM COVER FOR STRUCTURE JO" BELQW : /0,ur:e. a:;-077e~ j:.u,w,c.1NE ' • • . . --. . ' , . ' 2. MINIMUM COVER FOR MANHOLES 24" BELOW . FUTURE CUTTER FLOWLJNE. • ~-. .-~:5ee ,Olt/G '_;~· u I I I .. I ' ' J,_ ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE ANO IS APPROXIMATE. VERIFY, LOCATE ANO PROTECT AS REQUIRED. · SMH I ! 1, - ' -. - ·• '•• 4. BEFORE EX CAVA TING CALL: U.G. SERVICE ALLERT 1-B00-422-4133 5, PLACE PULL ROPES AS REQUIRED 6. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE ·, :1 I' ' / I _,,,.-+....µ1~4~6+!:c65 99 B i • • WllH WORK AREA TRAFFIC CONTROL HANDBOOK . .e'<75?'-.77.4~~ '7Jr ~~¼c~iA~~f'; :~A~ •. •. • ' I . . It /88 'c;;-4"a/. (J) -,-y,r-e:_ __ _ '4,. /'t. ~G' 4-4~a.J. 't::1-,-y,r-e __ _ ~.:@.i,i.' 4-d' P',J, :::Jee: ,OP(,G. ZGA SEC. NO.: T.G.M.: MAP: SCALE: U.G. DESIGN ENGR.: EXCHANGE ENGR.: SUBWAY INSPECTOR: , 32,06 NEW 1"=40' M.B. ANDREWS C.A. fORKERT W.R. LOWING • S.D. SUTTON \.f I 666-5712 259-4476 666-5513 l • ) ·j ' ' ·, .. . I , ' I I I I • ' ! ' ' COMMENCED•~---111.... COMPLEm ____ 19-RECONCILED, _____ __, REl/1SIONS NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. A-REA INSPECT 11, ACQUIRE ... ·•-~...:..... pp 0 DWG LE 43 ·IOl7R • DWG; 2Eltl . ISS, I • ._..__ ,..L--.:...._~ /'"A:;; ~l-l. CONSTRUCTI~ NOTES· •• .. 1. MINIMUM COVER FOR STllUCTURE 30° BELOW FUTURE GUTTER FLOW LJNE. AND 42' COVER BELOW GUTTER !"I.ON UNEi WITHIN :!17,ATe! tllt!!iH/VAY KleiH, t7' W.dY Al':t.O ......... B DUCT TO CAP 11D STA.621 e,.11 // MAIN TRENCH DUCT QUICKSlRUlS CAST-IN\ \ • ., - • ::i • .,, .,, ' • .,, .,, • .,, .,, I • ., - CABLE RACKKJ TO LE\IGlH DETAIL LINE M.H. '696L 1-4'x6'x9' QUIKSET TEL 6900 1'Qll;Y 1044$1 liiliiD I 2. MINIMUM COVER FOR MANHOLES 24" BELOW FUTURE GUTTER FLOWI.INE. J. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMA Tt. VERIFY, LQCATE AND PROTECT AS REQUIRED. 4. BEFORE EXCAVATING CALL: U.G, SERVICE ALERT 1-800-422-4133 5. PLACE PULL ROPES AS REQUIRED 6. ALL -mAFFIC CONTROL TO BE IN' ACCORDANCE WITH ',\'ORK AREA TRAFFIC' CONTROL HANDBOOK. ' SEG. NO.: T.G.M.: J2,D6 MAP: NEW SCALE: 1"=40' U.G. DESIGN ENGR.: M.B. ANDREWS I C.A. FORKERT EXCHANGE ENGR.: W.R. LOWING 666-5712 259-4476 666-!1!;;13 SUBWAY INSPECTOR: S.O. SUTTON DMMENCED, ____ 19.... COMPLETED ~---19._ RECONCILED _____ _ 0£NERAL TELEPHONE COl1PA.NY Qf CALIFORNIA LOCATION EXCHANGE ISSUE DATE owe .• ,. A t._ -- - -.s-- M Equol Opportunity Emplo,w PELICAN HILL RO. N/0 P.C.H. c.o. LAGUNA APPROVALS I , .. _ . -·" . DA TE REVISIONS --0~:?s• <.Ja!2.Pe~. Co,..J=tee As_ l5tJ, '--TS ..... A.IDffi:i owes. 1., =• • 832.-31.405.J ·--- P.115.0.SC {1,152) 0 NEWPORT BEACH EXCHANGE CORONA DEL.MAR C.O. AREA INSPECT & ACQUIRE DWG. DATE LE( 4.3) DWG.1 CE FIELD 1017R ISS.1 V, .;....d ~ i I I ~ J. (/) 0 "o <D .,... ... ·o <D .,... ... GUNITE SWALE E.P. -,.t',W c,pJ/,,~-- . Ai ,M#_:,_, --- C:• 1;)Cl -',.~ .. L}l )'.) .J C) I ,,.-, -!;'-., ( •. , ,r) I• " 0(.:0 o: 10 eA fVALc. C-a?I: r~I I I I I I • 11 I I I I 11 0 0 ui In \, • r' ----~-:--:-,-----:-:-:-= =::::=·= =·= =·== . 11::-.:... :::! • ==-· --= .:..:=----.,.-_-_-; ~~~----~-----I ----7 ..:.:.. ,_; ~ ..!_ ._ .:..:. ===· _.: = ~ .., e Ill "' \ o! ~ E.P. ~ 8~ u N ::, ~ IE ~ i~ ,,, z '>-~ \[) 0 ~ F ~ u z ~ SAN JOAQUIN HILLS ROAD (l) l'f:. ~~4-4W• 7Y~--- . @ ;"f: . 5 42' 4 ·d. "CX./. 7];\C-:c..,_ __ GUNITE SWALE "' ..,. . "' ..,. 0 "' • ' 0 "' b "' - CONSTRUCTION N01ES SEE DWG. -e,6,13 • SEG. NO.: T.G.M.: MAP: SCALE: U.G. DESIGN ENGR.: EXCHANGE ENGR.: SUBWAY INSPECTOR: 32,D6 NEW 1"=40' M.B. ANDREWS C.A. FORKERT W.R. LOWING S.D. SUTTON 666-5712 259-4476 666-5513 : I I : I COMMENCED, ___ ,e__ COMPLETEb ___ ,e__ RECONCJL£0, ____ --I DATE REVISIONS NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. AREA INSPECT 8 ACQUIRE ROUTINE DATE OF'RCE FlELD PA '2· ' APP O D ,.111,.0.sc (U2) ----···---=-=--=================::;:::=======================~.o/,;;;;. ;;;;;;;;;;;:::::::;;;;;;;;;==:;;;::;;' ;;;;;;;;;;=;;;;;;;;;;;;;;;;;;;;;~~;;;;;;;;::::::;;~=============:'.:=::'.:::=========::::--•=:::::::::: __ -==== /, ecnnuatlofi dra•lnp ( JO" X 11• ) DWG. "o <D .,... ... "o <D ·, ---·---· ·---.. - E.P, GljNITE SWALE • e.OA7A u LJ <O <D "' .. · 'P /!:? L Ll GUNITE SWALE I~ 1 , 11'/.W. •s .7 11 \1'-✓ DO'M-1 CRAIN DR. 16 15790 Sheet 7 Of 8 DO'M-1 DRAIN """i I 11 b <D N i--- ,,. b N ;J - N ... b tO Conm.lG'tlon clrvwhgt ( ~ X 119 ) P.115.0,!C (U2) SEG. NO.: T.G.M.: MAP: SCALE: U.G. DESIGN ENGR.: EXCHANGE ENGR.: SUBWAY INSPECTOR: CONSTRUCTION NOTES SEE owG: u.e 32,D6 NEW 1"=40' M:B. ANDREWS C.A. FORKERT W.R. LOWING S.D. SUTTON 666-5712 259-4476 666-5513 ' ,i COMMENCED ___ 1e__ COMPLETED---1!1-. ~ECONCILED, ____ _ DATE REVISIONS >-' Ar IF11 IOI u• I I 7✓3-'J ~,Cp,-.JTlalC'T~---- NEWPORT BEACH EXCHANGE a,oec"'! ··--CORONA DEi'.. MAR C.O. AREA . As a.,, ,._,rs __ ... INSPECT 8 ACQUIRE ROUTINE DATE OFFlCE FlEL • PHEPAR -z~-., ~,,,.. f PRO L,~,143 IOI R DWG. DWG. 27 ISS. I ----· --------, __ /S1ffb r s b 0 IO ..., b N - b tO "' ,,. "' ,,. 0 "' r-1 ;...I 0 "' - ~ 0 0 t ci Ill ~ ::::; - 5' GUN!TI: SWALE . . • -~----- ~ ii: .; . ~ u . . ' ------------~------- 00\IN DRAIN ~ I I I E.P. : jl 1 ' . ' ' I 1 ' ' r E.P. , --A'/W SAN ·JOA_QUfN HILLS ROAD ,. DR. 16 15790 Sheet 8 Of 8 c.i w "' ~ ... tO + ID r-- /Z.60' ,.eis.o.sc (U2) CONSTRUCTION NOTES SEG. NO.: T.G.M.: MAP: SCALE: U.G. DESIGN ENGR.: EXCHANGE ENGR.: SEE DWG. eG.8 Jl/tJS,7&58 32,D6 NEW 1"=40' SUBWAY INSPECTOR: M.B. ANDREWS C.A. FORKERT W.R. LOWING S.D. SUTTON 666-5712 259-4476 666-5513 COUUENCED•---19-COMPLETED ___ 19-RECONC!LEDr ____ _ RE"1st0NS PACIFIC BELL NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. AREA INSPECT B ACQUIRE ROUTINE OA1E omCE FJELD PREPAR D APPROVED p R VED LE 43) I0I7R DWG. DWG._ 30 155, I j •·· T~eNC/..1 .:::/Ne; C:C/~//,::= ~ 771 w . ' --~--.. .c. -·-- --•• '/10'"·. .. --. . . . /4./c;',,, --. · 1,;,.o' ...... ' i/.5,SG'·. --• ---- -·-·--·. A ,, .. 7"ZZ.4/". .... . .. 6"a;;;_'43·, "• -N ,,. ~ . 0 "' CONSTRUCTION NOTES : , ·: 0 -/"c:., 4es'4-41r:v. · --7YrE ______ .. ,.,, •· ©.rZ::.~s"<t-46~ --7Yl""I=" ' ' ' . ' 0 "' b N - SEG. NO.: T.G.M.: MAP: SCALE: U.G. DESIGN ENGR.: EXCHANGE ENGR.: SUBWAY INSPECTOR: SEE DWG. r,:;e 32, 06 NEW 1"=40' M.s. ANDREWS C.A. FORKERT W.R. LOWING S.D. SUTTON . . . ,, 666-5712 259-4476 666-5513 • . ' 1 i' I, l: : I COMUENCEo, ___ ,g_ COUPI.Elro ____ ,9-RECONCILED, ______ ,' DA TI: RE"1S10NS ti>i!-</e PEie· Coi-Jne-"Crc,.,,a, . Ae._au,,_::ns_· ________ __ NEWPORT BEACH EXCHANGE ' i --CORONA DEL MAR C,O. AREA INSPECT B ACQUIRE • DA 1E OF>lCE FlELD \ ·········,. c.,,-........ ( Jo'" X 11• J P.815.0.SC • • --·. _ .. _ .. _ ·-·--_____ (t.1_2) DWG. LE 1431 1017R , ... -·-·-.. -·-···-··--·------·••····---"/ ~WG.~.9~ . ISS, I IS 'J€JO ' ' ' 101873 SYM DESCRIPTION ~ t.lGC TRUNI< WITH ~ AGC TRUNI< l'IITH -8> MGC TRUNK ·G> AGC TRUNK I - ---------~'2;'.7--__________. ' I I I I I \ I I ! EXIST\ NG C.AJV PROTECT IN PLACE ------- SYM REVERSE -Bt>a- REVERSE -BDo- B>- -G>o- DESCRIPTION MGC TRUNK \'IITH WITH BRIDGER. AGC TRUNK WITH WITH BRIDGER. ~ 6 r "ff> (./) I -F :::0 ~ 0 REVERSE REVERSE MGC TRUNK \'//TRUNK MAl<ER t.1GC TRUNK W/TRUNI< MAl(ER AND BRIDGER EC R SYM a· ~ --µ:: -~i: _J""C ~ ... --0~ INSTALL 2 -3 11 TO EXISTING TV PEDESTAL > DESCRIPTION SYM -a INTER t!.EDIATE BRIDGER -Ez 0 DUAL OUTPUT LINE EXTENDER (BALANCED) 39DB DUAL OUTPUT LINE EXTENDER □ PORT 1-41 DB5• PORT 2 -32 DB 3 l'/AY LINE PUTTER ◊ BALANCED OUTPUT (-6. \) 3 l'/AY LINE SPLITTER U.B. 0 ,,......_ EXISTING TV PEDESTAL (480'\ TO PULL BOX •'1 ~lv DESCRIPTION SYM 2 l'IAY LINE SPLITTER • @ - DIRECTIONAL COUPLER -II- 2 l'/AY TAP □ 4 \'/AY TAP □ -::: 6 l'/AY TAP ------- 8 I'/AY TAP SAN DESCRIPTION POWER SUPPLY POWER BLOCK , VAULT/ PEDESTAL LOCKBOX TERMINATOR -" X Oo a, 0 ...l • ...l;;; ::, -a. 0 JOAQUIN U. G. CABLE ROUTING FUTURE CURB_j HILLS ROAD CABLE DESCRIPTION -.750. CABLE .500 CABLE .412 CABLE PULL soxi, ~ TO PULL BOX ,I 1-A ~~ I ,> TOTALS TRUNK CABLE - DISTRIBUTION CABLE TOTAL CABLE BEARING TOTAL UNDERJ,RQUND SCALE: 11\: 40'. REVISIONS N I ' 9' 135 ' DR. 16 15790 I Sheer 1 Of 8 1 -----~-~j DATE >( 00 (!) <I) _, . _, <I) ::, /:! Q -,On ' PULL sox*1-A ~ TO STA. 136 I ~ s' -----s === FROM SPYGLASS HILL ROAD TO PELICAN HILL ROAD SAN JOAQUIN HILLS ROAD 1420 I 115) 1730(118) TV 1 01l TV 1228 TV 1600 TV 21}00 Q 1 000 21 Y, 31 r. 2 I IDOL T D01!:J STE!:L LI Dl 111 POLY DUCT 1-112 • POLY DUCT 211 PVC 311 PVC 1 OF 8 (/' 101673 • SYM -Bi> ~ -8> "-jtr- 5' £ -·= STA. 136 jl /. --"·To_ PULL BOX 2 <....:, /460'\· ~lv I 5 N "" g 8 + .J 0 , .J " ::, -a. " 0 <') N st + 0, 0 "' " <') -"' ::,: • PULL BOX 12 If. ~ TO PULL BOX 3 'z 1/ , ( e, ) ' ( -- ,,-""<.::, ~ ' A. ' ) 8~ ' '° ~ ) V' -~ ( ~ , <'-::.~ ' l PULL sox-"'3 TO STA. 147 ~ ~LP 0 8 0 r-t s;j' 137 138 139 140 141 142 143 1-------------'i'-'------------"=----------~."'------------.-c;.='------------~i-'-,-----------c;=-,----------~,"'-----144 145 146 -----------"=7;c:,_ ____ -----~=-----------~~,-----------l 0 EP7, 0 0 0 i -1- c.o C") o/w ..- ~ if) ..- w i-= I z lf) -_J w I w u if) ~ ~ DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION SYM ~0-MGC TRUNI( \'/ITH REVERSE· □ -a MGC TRUN~ \'/ITH REVERSE VIITH BRIDGER. .il INTER t.lEDIATE BRIDGER -q ► AGC TRUNI( l~ITH REVERSE AGC TRUNK WITH REVERSE 0 WITH BRIDGER. ---{I: DUAL OUTPUT LINE EXTENDER ( BALANCED) 39DB -G>--~~ DUAL OUTPUT LINE EXTENDER □ t.1GC TRUNK MGC TRUNK \'//TRUNK MAl(ER PORT I· 41DB5• PORT 2-32.DB -~ 3 l'IAY LINE PUTTER ◊ -85□- BALANCED OUTPUT (-6.1) AGC TRUNI< MGC TRUNI( 1'1/TRUNI( t.lAl(ER AND BRIDGER --Q~ 3 WAY LINE SPLITTER U.B. 0 SAN JOAQUIN HILLS ROAD DESCRIPTION SYM DESCRIPTION CABLE DESCRIPTION 2 WAY LINE SPLITTER @ POWER SUPPLY -.750 CABLE DIRECTIONAL COUPLER -II-POWER BLOCK .500 CABLE 2 \'/AY TAP □ VAULT/ PEDESTAL .412 CABLE 4 WAY TAP □ LOCKBOX -::: TERMINATOR 6 l'/AY TAP -----··1 U. G. CABLE ROUTING 8 WAY TAP TOTALS REVISIONS PCI..CrG ~7'RCCI ~R.OSS✓.Vt=-$ TRUNK CABLE Ar Sn4~ /36t-?3 (91s-rr.eiFl•2'') DISTRIBUTION CABLE f STA· l?.3-f O(J ('~,1$' F"T, er 1-2" ) £',, TOTAL CABLE BEARING Co· ·~ _.,, ____ .~ TOTAL UNDERnROUND SCALE= 111 = 401 DR. 16 15790 Sheet 2 Of 8 DATE /0-21--'jt) ,,,.z.qe 0 1420 (115) 0 1730 ( 118) ~ TV 104 [£1 TV 1228 [Q] TV 1600 ~ TV 2400 [Qj Q 1 000 2' X 3' X 2' (BOLT DOWN STEEL LIO) ---s 111 POLY DUCT ----1-112 11 POLY DUCT === 2" PVC =00 = 311 PVC FROM SPYGLASS HILL ROAD TO PELICAN HILL ROAD SAN JOAQUIN HILLS ROAD -r ~ :;:, <=2 -.:s ~ I/' t° s:, S!- II 101873 ' \ / FUTURE ClRB_____:I i 148 149 ' ' E,P. 7. 0 Q 0 0 rt. 1 '1/w s;j" .-- ~ C\] (/) i---= w I z (/) _J w w .L (/) u ~ 2: SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION ~ MGC TRUN:( \'/ITH REVERSE ~ AGC TRUNI( WITH REVERSE -8>-t.~GC TRUNK -G> AGC TRUNK ~D-MGC TRUNK \'/ITH REVERSE L_ WITH BRIDGER. ~0-AGC TRUNK WITH REVERSE WITH BRIDGER. -~= -G5-MGC TRUNK \"//TRUNK 1.1Al(ER -~;:: -850-MGC TRUNI( VI/TRUNK t.lAl(ER -"¼ AND BRIDGER --Q~ -a 2 YIAY LINE INTERMEDIATE BRIDGER -e-DIRECTIONAL 0 DUAL OUTPUT LINE EXTENDER 2 \'/AY TAP (BALANCED) 39DB DUAL OUTPUT LINE EXTENDER □ 4 \'/AY TAP PORT I· 41 DB5• PORT 2 -32 DB ◊ 3 \'/AY LINE PUTTER • 6 WAY TAP BALANCED OUTPUT (-6.1) 0 3 WAY LINE SPLITTER U.B. 8 WAY TAP 150 151 . ' ' SYM DESCRIPTION SPLITTER @ POWER SUPPLY COUPLER -II-POWER BLOCK □ VAULT/ PEDESTAL □ LOCKBOX -:::: TERMINATOR -------U. G. CABLE ROUTING t" ,< 00 co "' • ..J N ..J "' :::, r a. •o• "' '" "' "'-a; • <D N I') '!! "' a. --- SAN JOAQUIN HILLS ROAD CABLE DESCRIPTION TOTALS ... .750 CABLE TRUNK CABLE .500 CABLE DISTRIBUTION CABLE .412 CABLE TOTAL CABLE BEARING TOTAL UNDER.GROUND SCALE: 111= 401 ' ' ' ,~ 0] r -.✓.-.~o~~.-if) \ • t,,f!,"' ~ I.fl 36<1' F.'S.#4:_,o .CAP \!..19' DR. 16 15790 I Sheet 3 Ofc8 I / REVISIONS DATE aet.&-r£ 5rA'Ccr C'/?OS.S./M.,;.S Ar sm /47.,..oc (?S'S'FT~r1-i') $ sm. /S'f-1-tJO (3bCFr. 6r'" ./-z'') /CJ-Z-9-'70 ~== . /ieS a,-e.cie A~ ,:;;z.UIL __.,,,,,,. ~ 1420 (!15) 1730(118) TV 10ll TV 1228 TV 1EOO TV 2l:oo Q 1 000 21 X 3' X 21 (BOLT DOWN STEEL LID) ---s 1" POLY DUCT 1·112" POLY DUCT 211 PVC 311 PVC FROM SPYGLASS HILL ROAD TO PELICAN HI LL ROAD SAN JOAQUIN HILLS ROAD 101873 . EL CAPITAN DRIVE PULL BOX <'5 TO CAP .--~ \tl9 5' g' "' ~ ,,, ) X 0 ~ II! al _J fil-£~ ) _J :, -I;) 0.. \ \l ,I, I ' :, ~ \ \ • ,/ '0" -, -~ -- FUTURE CURB LINEJ CO:-~-,,'/ . u . w E.1?7 f"- 0 i 0) ,;:t" R/w + t8 ,;- ~ f') ~ l/) I w l/) z w _J w l/) I ~ <[ SAN JOAQUIN HILLS ROAD 2 , .·• .• , SYl,1 DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION CABLE DESCRIPTION -19> ~D-MGC TRUNJ( \'/\TH a -a 2 1':AY LINE SPLITTER @ POWER SUPPLY .750 CABLE t.lGC TRUN:( \'/!TH REVERSE REVERSE = l'IJTH BRIDGER. n INTERt:.ED\ATE BRIDGER -0: ~ ► DIRECTIONAL COUPLER -II-FOWER BLOC\( .500 CABLE AGC TRUNI( \'/\TH REVERSE AGC TRUNK \'/\TH REVERSE 0 ----tz: DUAL OUTPUT LINE EXTENDER □ WITH BRIDGER. 2 WAY TAP VAULT/ PEDESTAL .412 CABLE (BALANCED) 39DB - -8> B> -~~ □ 0 LOCKBOX t.lGC TRUNK t.1GC TRUN\( \'//TRUNK f.1A\(ER DUAL OUTPUT LINE EXTENDER 4 \'/AY TAP FORT l-4\DB5-PORT 2-32DB ◊ -::: TERMINATOR 1!J --0:: 3 \'/AY LINE PUTTER G ~/AY TAP AGC TRUNI( -&>□• t.1GC TRUtJtt W/TRUMl< MAl~ER BALANCED OUTPUT (-6.1) -------U. G .. CABLE ROUTING -7.~ AND BRIDGER --Of 3 \'IAY LINE SPLITTER U.B. 0 8 \'IAY TAP . . - ---- TOTALS TRUNJ( CABLE DISTRIBUTION CABLE TOTAL CABLE BEARING TOTAL UNDER.GROUND SCALE= 111 = 401 1 "= 40' ,.......,.__ PULL BOX-'\ ( 45 0•\ TO PUL_L BOX i/5.A ~LP / i::::::l I .. . -- -- DR, 16 15790 Sheet 4 Of - --8 ----. REVISIONS £~ % ./ 1:1' ", ~ ' --· . -. -.-- .OLt.C-rC: 5/RCET e,,eo:::::;,1/./? Ar Sr,4, 16/t-3? ./ Sn.1..6' ;l./&JU1-/ DATE (zss-rr. ,j ,1.So F-"r: a~ /-2"} /tJ-29-91> £\. == Co,J-ne,,:, ~,ee As eu,L-- <( "' 6 0 al tn ::l + " , :, <D ,' 0.. - > J\Q" --" - PULL BOX ,¥5-A Q\ TO STA. 165+00 ~81 1 , __ - I 1420 ( !I 5) 1730 I !18! TV 104 TV 1228 TV 1600 TV 21}00 . Q 1 ODO 2' x 3' x 2' ( B □ L T DOL!N STEEL LI □l ----s 111 POLY DUCT ----1-1/2 11 POLY DUCT === 211 PVC =00 ·= 311 ·PVC FROM SPYGLASS HILL ROAD TO PELICAN HILL ROAD SAN JOAQUIN HILLS ROAD ' 4 OF 8 -----------~ (/? ~ C( ~ :s :r:: ---V' "§J '2.1 !J- ,:0 l ~ -' V, ..I> -co 101873 I SYl.1 DESCRIPTION ~ t.1GC TRUN:( \0/ITH REVERSE ~ AGC TRUNI( 1'/ITII REVERSE -G> t.lGC TRUNK B>-AGC TRUNK f-: I (I) s· l±i U) 8 n--....:==:::::: -- d 9 I[) <O '<""-,-......_-----~-166 w 2 - SYM -Bi>o- ~D- -G> -850- DESCRIPTION SYM MGC TRUN\( WITH REVERSE □ \'IITH BRIDGER. n AGC TRUNK \'/ITH REVERSE WITH BRIDGER. --µ: MGC TRUNK \~/TRUNI( l.1AKER -~i:: -~ t.1GC TRUtJI( W/TRUNI( t.lAl(ER AND BRIDGER --0~ STA. 165,00 70 ~ULL oox¥5 ~13' s· -- 9' -- a. "'ID I§ CD iil ..J • ..J a, ::, "' a. - FUTURE CURB LINE-'I 167 . 168 ' EP.7 DESCRIPTION SYl.1 DESCRIPTION SYM -a 2 WAY LINE SPLITTER G> INTERl!iEDIATE BRIDGER -B:-DIRECTIONAL COUPLER -II- 0 DUAL OUTPUT LINE EXTENDER 2 l'IAY TAP □ (BALANCED) 39DB DUAL OUTPUT LINE EXTENDER □ 4 \'JAY TAP □ PORT I • 4\DBS· PORT 2-32DB ◊ -::: 3 1'/AY LINE PLITTER 6 \'IAY TAP BALANCED OUTPUT (-6.1) --------3 \'/AY LINE SPLITTER U. B. u 8 WAY TAP -- 169 170 SAN DESCRIPTION CABLE POWER SUPPLY - POWER BLOCK VAULT/ PEDESTAL LOCKBOX TERMINATOR U.G. _CABLE ROUTING - . ·, ~ PB l',6 TO CAP 1 2· 1":40' --· PULL BOX,i'6 ,,--...._· TO STA. 175,00 f 650'\ v_~ 1 ;io" c;o~ere lk,~ • ~ ~-~--- .\, r I 171 +35 JOAQUIN HILLS ROAD DESCRIPTION TOTALS .750 CABLE TRUN\( CABLE .500 CABLE DISTRIBUTION CABLE .412 CABLE TOTAL CABLE BEARING TOTAL UNDERllROUND SCALE: I 11= 401 - -576 -·-~--'Q.V REVISIONS £Je.ee-r~ srvc .,,Vt::Rr1I "1r sm. /6 9,-30 t9.5"' or /-Z") I OR. 16 15790 j 5he_"t s __ of -8 ----- DATE R£LocA-rE s·q/ccr C/?i'S;f, o/? --1r sm-. 169 rso To sm, 171-,.-3..5 (/U)O .2()$°✓ .,,-,,=-/-2") /0·2'1•?0 /4a ~--C ,,,.e.qe A---••L-rS I ____ ... ' "\74 --- • \ □ 0 ~ ~ [Q] ill E2l s ----=== c::==:, Cl Cl c=::::::::::> FROM SPYGLASS HILL ROAD TO PELICAN HILL ROAD SAN JOAQUIN HILLS ROAD PR. -- 1420 ! tl 5) 1730(119) TV 104 TV 1228 TV 1600 TV 2400 Q 1000 2' X .,, ., X 2' (BOLT □OUN STEEL LIO) 1 II POLY □uc, i 1-112 • POLY DUCT I 2" PVC 3. PVC ·' /;276 ~ Q) SJ- -<i 'p -s V' 101873 SYM DESCRIPTION ~ l.1GC TRUN:( l'IITH Bi> AGC TRUNI( l'IITH -8> t.1GC TRUNK 1-G> AGC TRUNI< LO I-' I VJ s' wl-'--.--- w VJ 0 0 d ~ I'--.- w z " ~ X 0 "' :J :::, a. SYM REVERSE ~D- REVERSE -BJ>o- -85- -8» £> Sl + <I) " l '> ~ \ ; • ' . ''-...._,' ' -- 175 PULL Box"' 7 ii ~• TO PULL BOX 8 ~81 177 -·---------- FUTURE CURB LINE--:=J 178 DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION MGC TRUNK \'/ITH REVERSE a -a 2 WAY LINE WITH BRIDGER. n INTER t!.EDIATE BRIDGER -e-DIRECTIONAL AGC TRUNK \'/ITH REVERSE 0 WITH BRIDGER. --{:z: DUAL OUTPUT LINE EXTENDER 2 \'JAY TAP ( BALANCED) 39DB -~i: DUAL OUTPUT LINE EXTENDER □ 4 WAY TAP MGC TRUNI< \'//TRUNK MAKER PORT I -4IDBS· PORT 2-32DB ◊ -~ 3 WAY LINE PUTTER 6 WAY TAP t.1GC TRUNI{ W/TRUNI< MAl{ER BALANCED OUTPUT (-6.1) AND BRIDGER --Of 0 3 \'JAY LINE SPLITTER U.B. 8 \'JAY TAP 179 SYM SPLITTER @ COUPLER -II- □ □ --., ------- PULL lli > () \l {,.j . -<t" - BOX •s TO CAP ~ \:__JI s' ' 100.co , 7 \_J_ ' -- 1B0 . 181 SAN JOAQUIN HILLS ROAD DESCRIPTION CABLE DESCRIPTION POWER SUPPLY -.750 CABLE POWER BLOCK .500 CABLE VAULT/ PEDESTAL .412 CABLE LOCKBOX TERMINATOR U. G. CABLE ROUTING -- 182 TOTALS TRUNI( CABLE DISTRIBUTION CABLE TOTAL CABLE BEARING TOTAL UNDER.GROUND SCALE• 111= 40 1 ,,.., X 0 <I) r!J " ...J + ...J "' :::, ., 0. ;I; • "" ~ / " "" ,,. 01 <D "' <I) a. \ &: ·, II'.: . ~ ,8 ~· F"Llt-L-Sc::2>< _ # e,_ ro Pu<-Leo><. #"1 ._ ___ g' REVISIONS L?ft£C 1'& STACET CRO.SS✓/y&-# S?'J.i Notrn-1 A-r 5rA. /77:i-t:J/J ( /60' ;/ 2 $& '&JC /-2") D£~er& srxccr CREJSS/,,-./?- Ar STA-/,9.3-.L5"?(2001t1,=-/-Z0') 1;;,. =-"lof'Co ~ 6 As ..,,,, • -~ - .. \ - ------ - DR. 16 15790 -- 185 7 ' --- . (:! -----'Cf) if --.._) ___ ,:i: --------------fd I j Sheet 6 Of 8 I DATE /0-24 -70 a,. e. qz FROM SPYGLASS HILL ROAD TO PELICAN HILL ROAD .. SAN JOAQUIN HILLS ROAD □ 1l}2Q ((15) 0 1730 ({10) [fil TV 1 Ql} . [£) TV 1228 [QJ TV 1600 00 TV 2l}00 ~ Q 1000 2' . -:,, " ... X 2' (DOLT DOWN STEEL LIO) 3 1 II POLY DUCT tr ----1-112" POLY DUCT ---.. c:==::::, c::) c::::=::-.c::=,, 211 PVC <P . ~Cle=-=, 311 PVC 6 OF" 8 101B73 (0 5 I-' J: --lf) --w w lf) 0 Q 187 0 0 + (0 co ,;- iS vl \l.l z1 -_j J: u ~ 2 SYM DESCRIPTION SYM DESCRIPTION ~ -Bi>o-MGC TRUNK \'/ITH REVERSE MGC TRUNI( \'/ITH REVERSE \'/ITH BRIDGER. ~ ti>o-AGC TRUNI( \'/ITH REVERSE AGC TRUNI( \~ITH REVERSE WITH BRIDGER. -8> !.1GC TRUNK -8> MGC TRUNI( \'//TRUNK MAl(ER -G> -850-AGC TRUNK t.1GC TRUtJI( \'//TRUNK MAl{ER AND BRIDGER ,,:--~-------.,.~=:==---::=--___ _ <-='--'--"-' ~;-~~:Z=:-~Aa\./-------- -/ "::.:::;_--.:. ____ .~>-• ---- OJ .. 6 Cl) g • ..J -..J OJ ::, -a. (0 9' j -- __ ,'1"88"------------"18~ ----------1\190lQ_ __ 191 192 E.P. SAN JOAQUIN HILLS ROAD SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION CABLE DESCRIPTION □ -a 2 WAY LINE SPLITTER @ POWER SUPPLY -.750 CABLE n INTERMEDIATE BRIDGER -Ez DIRECTIONAL COUPLER -II-POWER BLOCK .500 CABLE 0 _...J,-DUAL OUTPUT LINE EXTENDER 2 \'/AY TAP □ VAULT/ PEDESTAL .412 CABLE Lr--(BALANCED) 3908 -~;: DUAL OUTPUT LINE EXTENDER □ 4 WAY TAP □ LOCKBOX PORT I • 41 DB~· PORT 2 -32 DB ◊ ~ TERMINATOR --Q; 3 l'IAY LINE , PUTTER --6 \'/AY TAP BALANCED OUTPUT (-6.1) -------U.G, CABLE ROUTING --a~ 3 V/AY LINE SPLITTER U. B. 0 8 \'/AY TAP -193 PB,\19 TO CAP TOTALS TRUNI< CABLE DISTRIBUTION CABLE TOTAL CABLE BEARING TOTAL UNDERGROUND SCALE• 1"=4-01 ~-~~~~ - ( t',,"15 _/='<-lw..8ax #q TO _f='<-JLI.-~~~c,~--- " 1 = 40 P B3,t9 TO CA.P PELG/E 194-t 26 I I DR. 16 15790 Sheet 7 Of 8 REVISIONS SrKE£r t'!.R O'SS/,-lj, I sn,e r/ci!71-/ -4.,-s-pt:1. ✓$9-rZZ (..zoo"./ Joa" tJF /-Z") Ot:,1.,Cr8 Sr~Ecr CA?VS.S.INt!- _,,,,... STA. /95fS-l-(330''1,d·:!') PER Ca,J--rteAC1 c.,,ee -- DATE C.P1Y.V. D!l:S7rR!l!EJU7r!l@N /o -,29-• ?o c.,,. e. qe FROM SPYGLASS HILL ROAD TO PELICAN SAN JOAQUIN HILLS • ,...... if It! (/) 8 0 0 I{ [l) 0 142□(::5) 0 1730 ( ::8) [§] TV 10lf [9 TV 1228 [fil TV 1600 @ TV 2400 [g 0. 1000 2' t 3' r. 2' ( SOL i DOHN STEEL LI 0) ----s 111 POLY DUCT ----1-112 " POLY OUCi === 2" PVC =00 = 3" PVC :SVS7rERJ 7 OF 8 I _J HILL ROAD ROAD D~-f~ D ~i7~© /;2. y/'. ------- ~ :5 ccr ~ ~ --:t: c:- f ,,__ 101873 (7?\STA. 197• 00 xft TO PU LL BO 10 'Z 27 ,,-~-~"'"" (£ ! 0 co l "/, M I ,;;; 8 V i m lli X • "' co ,, • 0 "' a, M '\ ; I <O " "' 5' • ~ :l 8; n. 5' ' \ ::, -·I ' t, )1 n. ~ / ~ d ' •' / "QI\. , • -----, SYM DESCRlPTION SYM DESCRIPTION SYM DESCRIPTION SYM ~ -@J>o-MGC TRUNI< WITH REVERSE □ -a MGC TRUNI( WITH REVERSE WITH BRIDGER. Li INTERl.1EDIATE BRIDGER -Ez ~ ~0-AGC TRUNI( l'IITH REVERSE AGC TRUNI( \'/ITH REVERSE 0 WITH BRIDGER. ----µ:-DUAL OUTPUT LINE EXTENDER --(BALANCED) 390B ~ -8>-DUAL OUTPUT LINE EXTENDER □ MGC TRUNI< MGC TRUNI( \'//TRUNI< MAl<ER -~-, --PORT 1·4IDB5• PORT 2-32DB ◊ G> -850---Q; 3 WAY LINE PUTTER AGC TRUNI( MGC TRUNI( W/TRUNI< MAl(ER BALANCED OUTPUT (-6.1) ANO BRIDGER --0~ 3 WAY LINE SPLITTER U.B. 0 ' . ' SAN JOAQUIN DESCRIPTION SYM 2 WAY LINE SPLITTER @ DIRECTIONAL COUPLER -II- 2 WAY TAP □ 4 WAY TAP D -::: 6 WAY TAP ------~ 8 \'/AY TAP 1 "= 40 , ~ PULL BOX JlO '-(( /,__., 5 7__,5'\ TO PULL BOX 11 'Z.V' \::::l \ HILLS DESCRIPTION POWER SUPPLY POWER BLOCI< VAULT/ PEDESTAL LOCKBOX TERMINATOR U. G. CABLE ROUTING ' ,, , ,, ,\ . ,, !, I\( \ ~ ' • ~ '.i . / • \ ~ ' \ '! CABLE -DESCRIPTION .750 CABLE .500 CABLE .412 CABLE TOTALS TRUNI( CABLE DISTRIBUTION CABLE TOTAL CABLE BEARING TOTAL UNDER!,ROUNO SCALE: 111 = 401 MATCH SHT I I OF PELICAN HILL ROAD I / I I I I I _J _J -::c 2 <[ u -_J ti:! .. □ 0 Im [£1 [Q] ill [QJ Pf20 ( 115) 1730 f ii Bl TV 1 Qlf TV 1220 TV 1600 TV 2lf00 Q 1 000 2' x 3, x 21 (DOLT □OUN GTEEL LIO) ----·s 1" POLY DUCT ----1-112 " POLY DUCT === 2" PVC =00 = 311 PVC MATCH SHT. 14 OF PELICAN HI LL ROAD PCH ro SJH ROAD DR. 16 15790 Sheet 8 Of 8 REVISIONS 0£L£76 STl?e'&r CR05":S.IN'?.,t S71/6 NoR r)I AT S,-4. 19 9 r 9~ (230 f 3z.5"' OF /-2") £ Pel<? C,a;.J---->ACT<"R<S Ae, 15<.I,,_ 75 DATE ltJ-24-'?O c;, -e. ,qe 8 OF 8 FROM SPYGLASS HILL ROAD TO f.ELICAN HILL ROAD SAN JOAQUIN HILLS ROAD -' i -( ! -