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Home My WebLink AboutR_5802_SCONSTRUCTI.ON PLANS FOR THE IMPROVEMENT OF MACARTHUR BOULEVARD general notes: 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIACA TIONS (STANDARD SPECIACATIONS FOR PUBLIC WORKS CONSTRUC- TION). CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIACA TIONS ANO THE CURRENT W.A. T.C.H. MANUAL, EACH OF THE MOST RECENT DA TE. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION (714/724-6505). 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERV.,SE APPROVED BY THE CITY ENGINEER. FROM BONITA CANYON ROAD TO BISON AVENUE TRACT NO. 15317 -PROJECT No. 29169 MC storm drain notes: 1. STATIONS SHOWN THUS @±ID!> ARE STORM DRAINS ANO ARE INDEPENDENT OF ALL CENTERLINE STATIONS. 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIA- CA TIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD SPECIACATIONS, ALL APPLICABLE GENERAL NOTES ANO THE STANDARD SPECIACATIONS OF THE STATE OF CALIFORNIA. 3. ALL TRENCH EXCAVATIONS SHALL CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF IRVINE STD PLAN NO. 31 B ..... ~(Gift Ml 1TAIICII ~ ...-- 4. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR ANO COOROINA TE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 5. THE CITY OF IRVINE INSPECTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS ( 48 HOURS) PRIOR TO START OF WORK AT 724-6505 OR 724-6512 A PRE- CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. 6. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. u.a.~CCJIIS All $TATICII \ 7 6 & 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE ANO REPLACE THOSE IMPROVEMENTS IN ACCORDANCE V.,TH THE CITY OF IRVINE STANDARD DRAV.,NGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB V.,TH AN "S" ABOVE THE NEW LATERAL. INDIVIDUAL SEl'lt:R ANO WATER SER"1CES SHALL NOT BE LOCA TEO UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ANO STAMP THE CURB ON EACH SIDE OF THE STREET v.1TH THE APPRORIATE LEmR: "E" FOR EDISON, ·r FOR TELEPHONE, ETC .• WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SER"1CE ALERT (U.S.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 11. ALL CONCRETE WORK AS SHOWN-ON PLANS (CURB & GUmR, STORM DRAIN PIPE, MANHOLES, SIDE\\ <: • <:TC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE ~ OdAENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULFATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE, Fl Y ASH ADDITIVES AND/OR SUBSTITUTES SHALL NOT BE PERMITTED. 12. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A PERMITS PRIOR TO ANY EXCAVATIONS. 13. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 9: 00 A.M. TO 3: 00 P.M. WORK PERMlmD ON ARTERIALS. 14. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB ANO GUTTER, SLURRY BACKALL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION ANO REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. It• I• 91 DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNOEkGROUND SERVICE M...ERT Of SOUTHERN CAUFORNIA. ll\'1":,([I '";,lR.EJ:.1 ll(,I-ITS 10 61:: CUP."-AOU.Cl)JT. 7. ALL ALL MATERIAL SHALL BE COMPACTED TO 90ll RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHODS 216 F. 8. ALL MA TERI AL TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCOR- DANCE WITH THE NUMBER, LOCATION, ANO FREQUENCY RE- QUESTED BY CITY INSPECTOR. 9. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE PRIOR APPROVAL BY CITY ENGINEER. NOTICE TO CONTRACTOR: .II.I. UNDERGROUND UTIUTIES DR STRUCTURES REPORTED Bl' lHE OWNER OR OlHERS, AND !HOSE SHOWN ON lHE RECOROS EXAMINED, AR£ INDICATED WIIH THEIR APPROXIIIATE LOCATION AND EXIOO. lHE CONTRM:TOR, VICINITY MAP N.T.S. FOR INDEX OF SHEETS SEE SHT T-2 FOR INDEX MAP SEE SHT T-2 FOR CONSTRUCTION NOTES & QUANTITIES SEE SHT T -2 Bl' ACC!:PTING lHESE PIANS OR PROCEEDING WIIH IIIPROVEIIENTS PURSUANT lHERao. AGREES TO ASS\JIIE UA81UTY AND TO HOLD UNDERSIGNED HARMLESS FOR /oNi DA.ILIGES RESULTING FROM 1HE EXlSl(NCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO lHE UNDERSIGNED, NOT INDICATED ON lHE PUBLIC RECOROS EXAMINED, LOCATED AT YARWICE WIIH !HOSE REPORTED OR SHOWN ON RECOROS EXAMINED. lHE CONTR!CTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY llrASURES TO PROTECT lHE unUTIES OR STRUCTURES SHOWN AND /oNi 01HER UTILITIES OR STRUCTURES FOUND AT THE S!I£. IT SH.II.I. BE THE CONTR!CTOR'S RESPONSIBIUIY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. city of • • 1rv1ne BENCH MARK: lHE EXISTENCE AND LOCATION OF /oNi UNDERGROUND UTIUTY PIPES OR STRUCTURES SHOWN ON THIS PIAN ARE OBTAINED Bl' A SEARCH OF AVAIIABI.E RECORDS. TO 1HE BEST OF OUR KNOWIIDGE THERE ARE NO EXISTING UTILITIES EXCEPI IS SHOWN ON lHESE PLANS. 1HE CONTR!CTOR IS REQUIRED TO TAKE DUE PRECAUTIONARI' UrASURES TO PROTECT THE UTIUTIES SHOWN AND ,,m OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PIJ.NS. LOCATION 0 1/4 1/:, J/4 I 11n W •••• 1 ""' MAP 0.18 MILES NORTHERLY ALONG MACARTHUR BOULEVARD, FROM THE JUNCTION OF FORD ROAD AND MACARTHUR BOULEVARD, ABOUT 36 FEET EAST OF THE CENTERLINE OF THE BOULEVARD, 41.6 FEET SOUTH OF A COR- NER FENCE POST AT THE JUNCTION OF 2 WIRE FENCE LINES, 3.5 FEET SOUTH OF A STATE SURVEY MONUMENT MARKER. AT A 2 BY 3 FOOT CATCH BASIN, SET IN THE SOUTH END OF THE .II.I. CONTR!CTORS AND SUBCONIRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PIJ.NS SH.II.I. CONDUCT 1HEIR OPERATIONS SO THAT .II.I. EIIPLOYEES ARE PR0"1DED A SAFE Pl.ACE TO WORK AND THE PUBLIC IS PROTECTED . .II.I. CONTRACTORS AND SUBCONIRACTORS SIW.l COMPLY WIIH lHE "OCCUPATIONAi. SAFETY AND HEAi.TH REGUlATIONs" OF 1HE U.S. OEPARTIIENT OF l.ABOR, ANO WITH THE STATE OF CAIJFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONTRUCTION SAFETY ORDERs". PROJECT LOCATION NORTHEAST OF MACARTHUR BOULEVARD ANO BONITA CANYON ROAD IN THE CITY OF IRVINE, CALIFORNIA. THOMAS GUIDE PAGE 889 BLOCK 5H SOUTHEAST CORNER OF THE CATCH BASIN. ELEVATION 189.168 M.S.L. ADJUSTED 1977 lHE CML ENGINEER SIW.l NOT BE RESPONSIBLE IN I/ff WAY FOR THE CONIRACTORS', AND SUBCONTRACTORS' COMPLIANCE WITH lHE "OCCUPATIONAi. SAFETY AND HEAl.lH REGULATIONS-OF THE U.S. DEPARTIIENT OF 1.ABOR OR W11H THE STATE OF CAIJFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY OROERs". CONIRACTOR FURlHER AGREES THAT HE SIW.l ,SSUUE SOLE ANO COMPLaE RESPONSIBIUTY FOR JOB SITE CONOITTONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAftTY OF .II.I. PERSONS ANO PROPERTY: THAT THIS REQUIREMENT SH.II.I. APPLY CONllNUOUSLY ANO NOT BE LIMITED TO NORIMI. WORKING HOURS. ANO THAT THE CONIRACTOR SH.II.I. DEFEND, INOEIINIFY ANO HOLD lHE OWNER ANO THE ENGINEER IWM.ESS FROM /oNi AND .II.I. UABIUTY, REAL OR .11.1.EGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF lHE OWNER OR THE ENGINEER. THE ESTIUATED QUANTITIES • SHEa "T-t. ARE ONLY FOR THE PURPOSE OF OBTAINING 1HE NECESSARY PERMIT, AHO CDC ENGINEERING, INC. OOES NOT GUARANTEE THE ACCURACY OF THE ESTIUATEO QUANTITIES. THE CONIRACTOR SIW.l PERFORM HIS OWN OUANIITY TAKEOFF BEFORE SUBMITTING A BID FOR ,,m PORTION OF lHE IMPROVEIIENTS COVERED Bl' THESE PLANS. NOTICE TO CONTRACTOR PURSUANT TO f>SSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED ANO HAS PROVIDED INQUIRY 1.0. NUMBER,_ ______ _ 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. SIGNED: DATE: PLAHS l'ID'mD ff. ~•• ... ClnroF-lllYINE TRAFFI DAll AM0YED l'f _ 'J/ IIIIAMI .-. I.R. .JjJ!__ CITY ENGINEEl\'.'ll •• ~~======~F===l .-4----t---l ii ~~~! ~~~~E~~~~~Jt~~~~ ~"""!!!!!OIED!!..!:B~~-~T~.A~.P~. ===~2'f;;~;~µ·;;:'.t~~t':i'z:l:~,:c::J•[;:y]i. •E• )11::::;-o.;~;;::::::::::9::::• 2:::·j1~ DA11 6 l'rigley, lnine, CA 92'118 (714)830-8801 SOILS ENGINEER NMG GEOTECHNICAL, INC. REPORT NO. 96019-6 DATE: MAY 20, 1997 UTILl1Y AND AGENCY INDEX IRVINE RANCH WATER DISTRICT (IRWD) PACIFIC TELEPHONE COMPANY BASIS OF BEARINGS: THE BEARING OF S 01'03'29.35" W ALONG THE LINE BETWEEN GPS NO. 305 ANO GPS NO. 49 "5 SAID LINE IS SHOWN ON A MAP ALEO IN BOOK 129 PAGES 46, 4 7 & 48 OF RECORDS OF SURVEY IN THE OFRCE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA Wf,S USED f,S THE BASIS OF BEARINGS FOR THESE PLANS. SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY CABLE TELEVISION AL DYSON PAUL BECKER JOHN NIETO LEE DICKERHOOF DUANE BROWNING 714-453-5595 714-237-6948 714-432-6037 714-458-4414 714-240-8828 800-422-4133 UNDERGROUND SERVICE ALERT CONSTRUCTION PLANS FOR TRACT NO. 15317 MACARTHUR BOULEVARD TITLE SHEET 12·1-~l 11.t VISEP ~I De WAL( LOCATIOij TO 11 FElT BQlllijO c"rn FA[£ CSME~n 3 .... ~-~ .1.111. ~-~~~•~~=v.=s=. =====4==2=/9=7=1 V,W.a,,;L ~-tJvb -'l\<;1::i ,.._ .-. ••11 CITY OF IRVINE ,ol11/q1 R f.VISE.D Af'MlTl'-l!NT SITE INnRSE S t)f.TI\I(... '$ 2., 1A AND Cl (sHr. 2.,s.r,.:t,n.1'1,11,11,21,U • "'-'"-"=c.'...l--=--"---1'£-L.'-L_j PUBLIC WORKS DEPARTMENT NO. DATE APP. \!NCOO s&,;;ATI Rll NO . .1!520 °'TE VINCENT SCARPATI .JjJ!__ PROJ£CT HO. 29169 MC SHEET T-1 _1_oF 3°! ~ °'" --...,. "o .::::_...: "'e "' "' 0-~., ·-"' 0, • INDEX OF SHEETS DESCRIPTION TillE SHEET INDEX MAP AND CONSTRUCTION NOTES TIPICAL SECTIONS STREET PLAN FROM STA. 111+64.62 TO STA. 118+00.00 MACARnlUR ~LVD. STREET PLAN FROM STA. 118+.oo TO STA. 126+00.00 MACARrnUR BLVD. STREET PLAN FROM STA. 126+00.00 TO STA. 134+00.00 MACARnlUR BLVD. STREET PLAN FROM STA. 134+00.00 TO STA. 141+01.68 MACARnlUR BLVD. STREET PROFILE FROM STA. 111+64.62 TO 123+00.00 MACARnlUR BLVD. STREET PRORLE FROM STA. 123+00 TO 133+00.00 MACARnlUR BLVD. STREET PROFILE FROM STA. 133+00.00 TO 140+30.71 MACARnlUR BLVD. DETAILS DRAINAGE PLAN ANO PRORLE FOR LAT. LINE "A-12" DRAINAGE PLAN AND PRORLE FOR LAT. LINE "A-11" DRAINAGE PLAN AND PROFILE FOR LAT. LINE "A-10-1" AND "A-10" DRAINAGE PLAN AND PRORLE FOR LAT. LINE "A-9-2", "A-9-1" ANO "A-8" INTERIM STRIPING ANO SIGNING FROM STA. 111+64.62 TO STA. 126+00.00 MACARnlUR BLVD. INTERIM STRIPING ANO SIGNING FROM STA. 126+00.00 TO STA. 141+01.68 MACARnlUR BLVD. SHEET DESIGNATION ST-1 ST-2 ST-3 ST-4 STOS ST-6 ST-7 ST-8 ST-9 ST-10 ST-11 S0-1 SD-2 SD-3 SD-4 TS-1 TS-2 ULTIMATE STRIPING AND SIGNING FROM STA. 111+64.62 TO STA. 126+00.00 MACARnlUR BLVD. TS-3 ULTIMATE STRIPING ANO SIGNING FROM STA. 126+00.00 TO STA. 141+01.68 MACARnlUR BLVD. TS-4 TRAFRC CONTROL PHASE 1 FROM STA. 111+64.62 TO STA. 126+00.00 MACARnlUR BLVD. TS-5 TRAFRC CONTROL PHASE 1 FROM STA. 126+00.00 TO STA. 141+01.68 MACARnlUR BLVD. TS-6 TRAFRC CONTROL PHASE 2 FROM STA. 111+64.62 TO STA. 126+00.00 MACARnlUR BLVD. TS-7 TRAFRC CONTROL PHASE 2 FROM STA. 126+00.00 TO STA. 141+01.68 MACARnlUR BLVD. TS-8 CROSS-SECTIONS FROM STA. 113+00.00 TO STA. 115+00.00 MACARnlUR BLVD. xs-1 CROSS-SECTIONS FROM STA. 115+50.00 TO STA. 117+00.00 MACARnlUR BLVD. XS-2 CROSS-SECTIONS FROM STA. 117+50.00 TO STA. 119+00.00 MACARnlUR BLVD. XS-3 CROSS-SECTIONS FROM STA. 119+50.00 TO STA. 21+00.00 MACARTHUR BLVD. XS-4 CROSS-SECTIONS FROM STA. 121+50.00 TO STA. 123+00.00 MACARTHUR BLVD. XS-5 CROSS-SECTIONS FROM STA. 123+50.00 TO STA. 125+00.00 MACARTHUR BLVD. XS-6 CROSS-SECTIONS FROM STA. 125+50.00 TO STA. 127+00.00 MACARTHUR BLVD. XS-7 CROSS-SECTIONS FROM STA. 127+50.00 TO STA. 129+50.00 MACARTHUR BLVD. XS-8 CROSS-SECTIONS FROM STA. 130+00.00 TO STA. 130+50.00 MACARnlUR BLVD. XS-9 CROSS-SECTIONS FROM STA. 131+00.00 TO STA. 131+50.00 MACARTHUR BLVD. XS-10 CROSS-SECTIONS FROM STA. 132+00.00 TO STA. 132+50.00 MACARTHUR BLVD. XS-11 CROSS-SECTIONS FROM STA. 133+00.00 TO STA. 134+00.00 MACARTHUR BLVD. XS-12 CROSS-SECTIONS FROM STA. 134+50.00 TO STA. 135+50.00 MACARTHUR BLVD. XS-13 CROSS-SECTIONS FROM STA. 136+00.00 TO STA. 140+30.71 MACARTHUR BLVD. XS-14 SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 CD @ @ © ® © 0 @ @ @ @ @ @ ~ @ @) -@) @ @) @) CONSTRUCTION NOTES STREET CONSTRUCTION NOTES CONSTRUCT CURB AND GUTTER, TIPE A-2 PER CITY OF IRVINE STD. PLAN NO. 200. CONSTRUCT MEDIAN CURB & GUTTER, TIPE A PER CITY OF IRVINE STD. PIAN NO. 200. CONSTRUCT MODIRED MEDIAN CURB AND GUTTER PER DETAIL ON SHEET NO. 11. CONSTRUCT CONCRETE SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201. CONSTRUCT A.C. OVER A.B. PAVEMENT SECTION PER TABLE ON SHEET NO. 2. CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. 11. CONSTRUCT MEDIAN NOSE PAVING PER CITY OF IRVINE STD. PLAN NO. 109. CONSTRUCT PARABOLIC CURB TRANSITION PER CITY OF IRVINE STD. PIAN NO. 107. CONSTRUCT PARABOLIC MEDIAN AND CURB TRANSITION PER CITY OF IRVINE STD. PLAN NO. 108. CONSTRUCT EMBANKMENT PER SOILS ENGINEER'S RECOMMENDATION AND DETAIL ON SHEET 11. CONSTRUCT MOISTURE BARRIER PER CITY OF IRVINE STD. PLAN NO. 222. NOT USED /4\ CONSTRUCT FULL DEPrn A.C. (12" MIN. nllCKNESS) CONSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11. ADJUST TO GRADE. RELOCATE ITEM, AS INDICATED. PROTECT ITEM, AS INDICA TEO. BACKRLL MEDIAN Wlnl SELECT TOP SOIL. INSTALL 2-6" P.V.C. -SCH. 40 IRRIGATION SLEEVES W/ END CAPS ANO WITNESS STAKE. QUANTITY UNIT 2,180 L.F. 3,180 L.F. 2,405 L.F. 9,320 S.F. 60,105 S.F. 2 EA. 5,340 S.F. 3 EA. 1 EA. C.Y. 7,650 L.F. 5,585 S.F. 2,645 &' L.F. 1 EA. LUMP SUM LUMP SUM 2,900 C.Y. 315 L.F. INDEX MAP @ INSTALL TEMP V-DITCH AND RIP-RAP. LUMP SUM SCALE: 1" = 200' @ @ REPLACE A.C. PAVEMENT PER DETAIL ON SHEET NO. S0-1. CONSTRUCT 16,000 LUMENS STEET LIGHT LOCATED PER CITY OF IRVINE STD. PLAN NO. 215 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT 18 R.C.P. (0 LOAD PER PLAN), BEDDING PER DETAIL ON SHEET NO. SD-1. CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. CONSTRUCT CATCH BASIN TIPE I PER CITY OF IRVINE STD. PLAN NO. 300. CONSTRUCT CATCH BASIN TIPE II PER CITY OF IRVINE STD. PLAN NO. 301. CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF IRVINE STD. PLAN NO. 306. 1,860 S.F. 14 EA. 1,167 L.F. 7 EA. 1 EA. 6 EA. 7 EA. PAVEMENT SECTION TABLE BREAK INTO EXISTING JUNCTION STRUCTURE ANO MAKE PIPE CONNECTION. 2 EA. T.I. = 10.J 0.50' A.C. OVER 0.55' A.C. OVER 0.60' A.C. OVER 0.65' A.C. OVER A.C. = ASPHALT CONCRETE A.B. = AGGREGATE BASE 7 6 6 1.50' A.B. 1.45' A.B. 1.40' A.B. 1.30' A.B. +,'\ 1-Sc.f. ~ :.P,o ., !. I) H ;; NO. 33520 - EXP. 06-.10-96 • CIV\\. ,,. ,"'!.~u.Uc~ REMOVE EXlSTING CATCH BASIN ANO ABANDON EXlSTING LATERAL REMAINING. ABANDON EXISTING STORM DRAIN PIPE IN PLACE, ElrnER BACK ALL Wlrn SAND OR CEMENT SLURRY AND SEAL rnE ENDS Wlrn BRICK AND MORTAR. @ REMOVE INTERFERING PORTION OF STORM DRAIN. @ CONSTRUCT BRICK ANO MORTAR PLUG. @ CONSTRUCT CONCRETE COLLAR PER CITY OF IRVINE STD. PLAN NO. 310 @) ADJUST MANHOLE RIM TO GRADE. DISPOSITION NOTES III PROJECT IN PLACE. rn SALVAGE. rn REMOVE EXISTING PAVEMENT STRUCTURAL SECTION. m REMOVE EXlSTING A.C. DIKE. [II COLO PLANE EXISTING A.C. PAVEMENT. ~ REMOVE EXISTING CURB ANO GUTTER. [z) REMOVE EXlSTING CONCRETE. ~ REMOVE EXISTING CHAIN LINK FENCE. lil SAWCUT. §] REMOVE EXISTING GUARD RAIL [ill REMOVE EXISTING GUNITE DITCH. 1!31 RELOCATE EXISTING CHAIN LINK FENCE. Ju.XI FIDASiED 111': CONSTRUCTION PLANS FOR 1 EA. LUMP SUM LUMP SUM X EA. 2 EA. X EA. LUMP SUM LUMP SUM 58,640 S.F. 1,960 L.F. 14,745 S.F. 67 L.F. S.F. 1,790 L.F. L.F. 413 L.F. 1,014 L.F. 1,560 L.F. PROJECT HO. 29189 MC 4 /3\ 6/11/98 -----tc-~:-+,=-=cc---~,..,....,------=---~--------~ ... ~•~•.-.==T=A=P.=-l="'2~"'=~~==1;JIII i:ii\: ~;:~:~;E~:!~,1.~~_;11 _ 1,;\~ INDEX Jl~c::~H~~N~~~t~~~~~ NOTES AS-BUILT -RE\15£0 PA'<tMENT JOIN QUANTITY, REM0"1c:O VARIABLE THICKNESS .... -= t--------------------------1 ST 2 -t::==£~ru::-c.=~=~c'TE°:AP:-:::c~~ou~rnc:~~!~;=-:1"'NTER=S£=c-=11"'00,,.,.--, ,.,Ao=D-=ED,------SH_E_ET_Nu_u __ BERS--T-o-,N-D_E_X _M_AP_...l,!!_~!!!!..!•~•==1=A=P=. =~2~;A~9~=l ·, I,,.i,-, 1 """ n •i,ms '7II ''"'"""' """ 1 CIT V Q F IRVINE si;T OF 3; /1\ 10/13/97 NO. DATE "'Ev •M"" CIE"""" v.s. __1/JJ____ '41cM'~2 t'~-~ "'\11,? PUBLIC WORKS DEPARTMENT r '{.~L~ ---.I 12.0· TO 16.9' I R/W r I- 12.00' _, I I I I I I I - _2' .., -2' - 2' VARIES 96.0'_ TO 84.5' . __ VARIES 90.0_0' TO 79.25' VARIES 179.0' TO 19ao' ------------------·----------·· VARIES 101.96' TO 94.2' -----~~ ---------·-- VARIE~ _ _1;2.53' TO 74.77' .. j • VARIES 3 MACARTHUR BOULEVARD STA. 111+64.62 TO STA. 117+03.84 VARIES 179.27' TO 163,65' C VARIES 84.94' TO 94.47' 11 R/W i ., VARIES 84. 76' TO 78.12' 58.00' (A) ..µ'ARIES VARIES • i 6.00'R 14.00' t VARIES 62.53' TO 58.00' ______ 18.00~ J TO TO , : 13cif'L1 8.oo· , ' VARIES - MACARTHUR BOULEVARD STA. 117+03.64 TO STA. 124+53.75 (A) DISTANCE VARIES FROM STA. 117+03.84 TO STA. 118+50.62 VARIES 162.24' TO 174.00' 78.00' 58.00' 8.00'+8.00' -(A)f - VARIES VARIES 96.00' TO 84.24' (8) VARIES 58.oo· TO 70.00' (8) s'-2' I MACARTHUR BOULEVARD STA. 124+53.75 TO STA. 127+40.00 (A) DISTANCE VARIES FROM STA. 126+17.22 TO STA. 126+77.72 (8) DISTANCE VARIES FROM STA. 124+53.75 TO STA. 125+43.75 VARIES - _ 2· ~ • 12' 5".,t_l' I ~ I . : : ,, : &I R/W i , _ 18.00' J ~ 2· 2' PROPOSED • GRADING (BY OlHERS) 2 1 PROPOSED GRADING f (BY OlHERS) 2 1 7 8 6 i 1 NO. R/W 1--- .~i , I I 2' 78000'_ 66.00' 162.00' MACARTHUR BOULEVARD STA. 127+40.00 TO STA. 129+86.25 N.1.S. VARIES 174.30' TO 162.00' C 84.00' 58.QQ' - ._. VARIES ' R/W i , ·-'-1_8,QO' .J ~ • 12· s· 1· -r--~--r I 2' : ( , EXIST. mi<il '- :&·I 1 5 . R/W -I .I .I 2' , @) FROM STA. 128+90 PROPOSED 2 GRADING • (BY OlHERS) i'O STA. 128+90 VARIES 78,33' TO 89.11' VARIES 5~.J4' __ TO 62.00' ~ARIE~ARI~~ VARIES 84.00' TO 89,00' VARIES 66.00' TO 58.00' ..f _ 18.00' I ] 8.00' 13.00'R· ; TO TO , ' 15.00' I 9.0Q'L : : (A) MACARTHUR BOULEVARD STA. 129+86.25 TO STA. 135+50.00 -- VARIES 2' 2' - 12' 5' .I 1' - -~.- &I I 2 1 (A) DISTANCE VARIES FROM STA. 135+26.99 TO STA. 136+76.99 VARIES 87.93' TO 90. 71' VARIES 58.00' TO 61.70' VARIES 174.27' TO 189.71' 15' ± _ s·_ MACARTHUR BOULEVARD VARIES 91.57' TO 99.00' 81.00' VARIES -_2· i -, _ 18.00' -I ~ _12• __ 5"-4--1' I 2·_ -&I I I EXIST. DIKE 2· I S jll, ....._ PROPOSED ''f"-.:.!~-S.9 --c::: '-GRADING l"--_-,._.,._~:r Ui '.._ 2 (BY OlHERS) I •'f....-..... 1 .... , 1.._ I I ", ~'-~ ..... NOTE: IMPROVEMENTS BY OlHERS TO BE CONSTRUCTED CONCURRENTLY STA. 136+76.99 TO STA. 140+30.71 IMPROVEMENTS BY OlHERS 'PAv'T SECTION BY OlHERS Pl.ARI PREPARED ft CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD TYPICAL SECTIONS 6/11/98 AS-BUILT -REMOVED VARIABLE THICKNESS A.C. OVERLAY 12/1/97 R£\1SEO S10£WAlX TO 12' BEHIND CURB FACE, STREET UGHS TO SE CURB ADJACENT -SEE UTILITY PLAN DATE 29189 MC DELTA A 1eo•oo·oo· 8 20•02·21· ,., 0, 0 " fiJ----g l!t '1t> .,~~ t-~ )(_ .;; )(/o "' .;; )(/o u, CURVE DATA RADIUS LENGTH TANGENT 4.00' 12.57' <Infinite> 2000.00' 699.56' 353.39' 379.74' l!t x.o "' ~61 :.:.ii "' +- ) ~ }(_c::, & "' CONSlRUCTION NOTES: '/? ~ J.,'9?::,t! ;;J, of- t>: i!i 11 ... ~ I \ 0 CONSTRUCT CURB AND GUTTER, TYPE A-2 PER CITY OF IR\IINE STD. PLAN NO. 200. CONSTRUCT MEDIAN CURB & GUffiR, TYPE A PER CITY OF IRIIINE STD. PLAN NO. 200. CONSTRUCT MODIFIED MEDIAN CURB AND GUffiR PER DETAIL ON SHEET NO. 11. CONSTRUCT CONCRETE SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201. CONSTRUCT A.C. OVER A.8. PAVEMENT SECTION PER TABLE ON SHEET NO. 2. CONSTRUCT MEDIAN NOSE PAI/ING PER CITY OF IRIIINE STD. PLAN NO. 109. CONSTRUCT PARABOLIC CURB TRANSITION PER CITY OF IR\IINE STD. PLAN NO. 107. a a::: e }(.i " l!t x.o Q) @ CONSTRUCT MOISTURE BARRIER PER CITY OF IR\IINE STD. PLAN NO. 222. & @ CONSTRUCT FULL DEPlH A.C. (12" MIN. lHICKNESS) CONSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11. BACKFILL MEDIAN \\llH SELECT TOP SOIL REPLACE A.C. PAVEMENT PER DETAIL ON SHEET NO. S0-1. CONSTRUCT 16,000 LUMENS STREET LIGHT LOCATED PER CITY OF IR\IINE STD. PLAN NO. 215 . ~ o, i -+.- L \ I I a I EXIST. STREET IMPROVEMENT PLANS PER CITY OF NEWPORT BEACH PROJECT NO. R-5454-S. c§ I I a::: I> 7 ~ ..J ~ 'lg ;I; ;t _, -<i "' ti ti crl CITY _9F ~ORT BEACH CITY OF mwa: ~ BOULEVARD ii xj x# ;/ -1/1 .... J~11•47'Jf'w 0). DISPOSITION NOTES: Q) REMOVE EXISTING PAVEMENT STRUCTURAL SECTION. 0 REMOVE EXISTING A.C. DIKE. ~ COLD PLANE EXISTING A.C. PAVEMENT. m REMOVE EXISTING CURB ANO GUffiR. @I RELOCATE EXISTING CHAIN LINK FENCE. REFERENCE IMPROVEMENT PLANS: CALTRANS CONTRACT NO. 07159104 CAL TRANS CONTRACT NO. 27XC8 I 1 1· 17 6' IIs:l 5• 00 zo ;:; g Ill+ <N ., ;: :c . ~ < ~ t;; «!. Iii 0 Lt CATCH BASIN NO. ~ 8 A.AD ADARED n 8 SCALE: 1'=40" TELEPHONE NOTE: THE ELEVATION OF EXISTING TELEPHONE DUCTS IS UNKNOWN PER EXISTING PACBELL DRAWINGS. A STANDARD 30" COVER WAS USED FOR DESIGN PURPOSES. POTHOLE EXISTING FACILITY PRIOR TO CONSTRUCTION, IF EXCAVATION IS PROPOSED WITHIN ITS VICINITY. HQlli IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERI/ICE ALERT (U.S.A.) (800) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. SEE SHEET 8 FOR STREET PROFILES CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD STREET PLAN PROJECT HO. 26169 MC l-1-"-:~+6~/_:_11'..!:/~98tA=S-~B~Ul~LT~-,;R~EM~O-;VE~D~VAR~IA~BL~Ec._:TH~ICK~N~E~SS~A-:;C-c.,:O~VE~R~LA~Y~AN~D~--+"!IM~H'!!_llll~===TA=P=.==i~2;~9 11 =7 =-1il ~:ii\ ~;:~:~~E~:!~.'.Yiu.1.~\~ REIIISE ELEVATIONS ON CATCH BASIN LOCAL DEPRESSION DETAIL .... 1-------------------------1 ST 4 C 20•24•52• 2109.00' 751.43' D 20•45•50• 2125.64' 770.95' 389.76' f-''..!2'-'--+1-=2/!...1:!/.=9.:.71-:R:::'E:::lll:;SE:::D~Sl;;DE~W;:AU(;::....:l:;0=1:=2:cc' ;.BE~H:'.'.IN~D~CU:::R~B'..,F'...'.A~CE~, =STR::::EE'.cT'.....::'.LIGH~TSc:'...._T:C:O'._B".'E:_j~lll:!!IICIID~_!ff.~.==TA=P=.=:J-=2=/=97==1' Wri,l•-y. lnm,· I"\ !ICUIH c,II l'l!!IIH\11 liHIII C ITV OF IRVINE SIIEET4 OF 37° CURB ADJACENT -SEE DRY UTILITY PLAN DA1l ,/_ ~ .__ _______________________________________ ....J._!!N!!,O•c..J.....!:D~ATE~ _____ ......[ CIECIEDff. v.s. J/E._ ~~cl ..;-t,. ~"', PUBLIC WORKS DEPARTMENT ~4,911/ "876 CURVE DATA DELTA RADIUS LENGlH A 20•02'27• 2000.00' 699.56' 8 15°47'46" 1997.93' 550.82' C 20•24•52• 2109.00' 751.43' 0 20°46°50· 2125.64' 770.95' E 11°52'15" 137.56' 28.50" CATCH BASIN NO. 3A TANGENT 353.39' 277.17' 379.74' 389.76' 14.JO' CONSTRUCTION NOTES: 0 CONSlRUCT CURB AND GUffiR, TYPE A-2 PER CITY OF IRVINE SID. PLAN NO. 200. CONSlRUCT MEDIAN CURB & GUTTER, TYPE A PER CITY OF IRVINE SID. PLAN NO. 200. CONSlRUCT MODIFIED MEDIAN CURB AND GUTTER PER DETAIL ON SHEET NO. 11. CONSlRUCT CONCRETE SIDEWALK PER CITY OF IRVINE SID. PLAN NO. 201. CONSlRUCT A.C. OVER A.B. PAVEMENT SECTION PER TABLE ON SHEET NO. 2. CONSlRUCT PARABOLIC CURB lRANSITION PER CITY OF IRVINE SID. PLAN NO. 107. ® CONSlRUCT MOISTURE BARRIER PER CITY OF IRVINE SID. PLAN NO. 222. & @ ® ® @) @ ® @ CONSlRUCT FULL DEPTH A.C. (12" MIN. THICKNESS) CONSlRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11. ADJUST TO GRADE. BACKFILL MEDIAN WITH SELECT TOP SOIL. INSTAU 2-6" P.V.C. -SCH. 40 IRRIGATION SLEEVES W/ END CAPS AND WITNESS STAKE. REPLACE A.C. PAVEMENT PER DETAIL ON SHEET NO. S0-1. CONSlRUCT 16.000 LUMENS SlREET LICHT LOCATED PER CITY OF IRVINE SID. PLAN NO. 215. .,; ffi NfJRrH EXIST. SlREET IMPROVEMENT PLANS PER CITY Of NE\IPORT BEACH PROJECT NO. R-5454-S. DISPOSITION NOTES: SCALE: 1•=40' TELEPHONE NOTE: THE ELEVATION OF EXISTING TELEPHONE DUCTS IS UNKNOWN PER EXISTING PACBELL DRAWINGS. A STANDARD 30" COVER WAS USED FOR DESIGN PURPOSES. POTHOLE EXISTING FACILITY PRIOR TO CONSTRUCTION, IF EXCAVATION IS PROPOSED WITHIN ITS VICINITY. I}) REMOVE EXISTING PAVEMENT SlRUCTURAL SECTION. 8) REMOVE EXISTING A.C. DIKE. @) COLD PLANE EXISTING A.C. PAVEMENT. [fil REMOVE EXISTING CHAIN LINK FENCE. §} REMOVE EXISTING GUARD RAIL. (ill REMOVE EXISTING GUNITE DITCH. ~ RELOCATE EXISTING CHAIN LINK FENCE. 6 5 REFERENCE IMPROVEMENT PLANS: CALlRANS CONTRACT NO. 07159104 CALlRANS CONlRACT NO. 27XC8 IUX8 Jlll!PAID ft !llUE;. 0 0 g + (0 ('l (0 - ,_ t:J i IT SHALL BE CONlRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. SEE SHEET 8 AND 9 FOR STREET PROFILES CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD STREET PLAN 29189 MC l---,, 3 .----+s.,--/1 7 1/ 7 98-,--+~;0CAL:::-a::u,:::~:::,-::RE::::':::ON:::ow.;0::::EY::::Affl;:.L,::::V::::L£:::A::::ON:::1CKN:::5,...ESS=A.,...C 7 .,,.o-... __ Y_·~REVl~srn~CA--,----CTCH,C-s_AS>._N.....j.!,...~n!..!.-.!!===TA=P=.=l=t=/9n=7=jil !}!~: ~;;~;~~E~:~'l'~'(_;,._I,~!~ 2 12/1/97 REVISED SIDEWALK TO 12' BEHIND WRB FAC£, SfflEET LIGHTS TO BE CURB DAtl 5 'R"rh!.lt•\· lnnw. n ~J:!bll-1 nll 1,11,1111.m hlJ!II 1----------------------..--, SHm ST-5 ADJACENT-SEEUl)UTYPLAN .......... TAP. ..1fil._ • CITY OF IRVINE F 11°18'36" 151.48' 29.90' 15.00' 1 10/13/97 REVISE CATCH BAS>.N NO. 3A LOCAL DEPRESSIONi--D:c:E:::TAl.::Lc_ _____ ---1 DATI "--• .+S,.d/ .... ,J,.-, Cl\~ _j_ OF 37 L------------------------------------------...L....:N::O::.. . ..1..:D:::;A:..:.TE:..i.______ L _______ .c-~~"'~·==v.s=. =;1.;;;;2=:/9;;;;;7 =.1.__:-=:...:""""::::""::..........:~=c.:.L 'ii>=.:""°=........:""'::._.....J. ___ ......:.P..:U:::B:::L::::IC:......::W::;O:::R:::K:::S:....:D::E::.P..::A::.R:..:T~M:::E:::N:.!T ____ L ___ _J (1JUIA/ *87~ 2:1 SLOP FLOWUNE Ill d~ z~ z-iil + < "' m ~ 0 .& CATCH BASIN NO. 38 Lt_ CATCH 4' "' d8 z.i z ,n ~+ m~ gg ~ ,-.: "' u BASIN NO. 2 5• THICK BROKEN CONC. 12• NOMINAL DIAMETER @12" BROKEN CONCRETE RIP RAP PAD N.T.S. 1·-0· 1·-0· T 4" THICK GUNITE @ TEMPORARY GUNITE V-DITCH DETAIL N.T.S. CURVE DATA CONSTRUCTION NOTES: G) CONSTRUCT CURB AND GUTTER, lYPE A-2 PER CllY OF IRIIINE STD. PLAN NO. 200. @ CONSlRUCT MEDIAN CURB & GUTTER, lYPE A PER CllY OF IRIIINE STD. PLAN NO. 200. @ © ® © 0 ® © @ @ CONSlRUCT MODIRED MEDIAN CURB AND GUTTER PER DETAIL ON SHEET NO. 11. CONSlRUCT CONCRETE SIDEWALK PER CllY OF IRVINE STD. PLAN NO. 201. CONSlRUCT A.C. 0111':R A.B. PAVEMENT SECTION PER TABLE ON SHEET NO. 2. CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET NO. 11. CONSTRUCT MEDIAN NOSE PAVING PER CllY OF IRVINE STD. PLAN NO. 109. CONSTRUCT PARABOLIC CURB TRANSITION PER CllY OF IRVINE STD. PLAN NO. 107 AND DETAIL HEREON. CONSlRUCT PARABOLIC MEDIAN AND CURB TRANSITION PER CllY OF IRVINE STD. PLAN NO. 108. CONSlRUCT EMBANKMENT PER SOILS ENGINEER'S RECOMMENDATION AND DETAIL ON SHEET 11. CONSlRUCT MOISTURE BARRIER PER CllY OF IRVINE STD. PLAN NO. 222. >-Z "'.., ...... -"' 0 .. oO oO ~ a>'::l ~ ... 0~ g g ElCIST. SlREET IMPR0\11':MENT PLANS PER CllY OF NEWPORT BEACH PROJECT NO. R-5454-S. ~ ElCl~V'CONSlRUCTION EASEMENT !" ,., "'" o>'::l ~ ... -i 00 ~ri.~-------=='----l O>i-~ri-----J CALTRANS PROPERTY PARCEL 63768-1 --------------------------I TELEPHONE NOTE: THE ELEVATION OF EXISTING TELEPHONE DUCTS IS UNKNOWN PER EXISTING PACBELL DRAWINGS. A STANDARD 30" COVER WAS USED FOR DESIGN PURPOSES. POTHOLE EXISTING FACILITY PRIOR TO CONSTRUCTION, IF EXCAVATION IS PROPOSED WITHIN ITS VICINITY. DISPOSITION NOTES: rn REM0\11': EXISTING PA\11':MENT STRUCTURAL SECTION. m REM0\11': EXISTING A.C. DIKE. FLOWUNE ~ [fil REM0\11': EXISTING CHAIN LINK FENCE. [!ill REM0\11': EXISTING GUARD RAIL MEDIAN TAPER -STA. 126+17.22 TO STA. 126+77.72 N.T.S. [ill REM0\11': EXISTING GUNITE DITCH. CURB LINE (lYP.) 0.33' 0 CATCH BASIN NO. SA N.T.S. u Lt_ CATCH BASIN NO. 4 N.T.S. HmE:. IT SHAU. BE CONlRACTOR'S RESPONSICILilY TO 111':RIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERI/ICE ALERT (U.S.A.) (8DD) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. HmE:. THE LOCATION OF THE PROPOSED IRRIGATION SLEE\11':S MAY BE ALTERED IN THE RELD AS CONDITIONS DICTATE. IRRIGATION SLEE\11':S SHOULD BE LOCA TEO SO AS TO NOT INTERFERE WITH OTHER UTILITIES. CURB LINE (lYP.) BASELINE MEDIAN TAPER -STA. 129+86.25 TO STA. 130+65.25 .T.S. DELTA @ RADIUS LENGTH TANGENT A 171•J4116• @ CONSlRUCT FULL DEPTH A.C. (12• MIN. THICKNESS) @) RELOCATE EXISTING CHAIN LINK FENCE. REFERENCE IMPR0\11':MENT PLANS: CALTRANS CONTRACT NO. 07159104 CAL lRANS CONlRACT NO. 27XC8 SEE SHEET 8 AND 9 FOR STREET PROFILES 5.00' 14.97 67.85' CONSlRUCT PA\11':MENT JOIN PER DETAIL ON SHEET NO. 11. 8 180 00 2.00' 6.28 <infinite> 35.00' 54.98' 35.00' c 90'00'00" @ BACKFIU. MEDIAN WITH SELECT TOP SOIL. ,.... __ '"' CONSTRUCTION PLANS FOR 35.00' 54.98' 35.00 151.48' 29.90 15.00 151.49' 29.90' 15.00' 2000.00' 341.95 171.31' 1999.02' 341.79' 171.31' 1992.30' 340.19' 170.51' 1935.87 304.30' 152.46' D go•()()'OQ• E 11'18'36· @) INSTALL 2-6" P.V.C. -SCH 40 IRRIGATION SLEE\11':S W/ END CAPS ii MACARTHUR BOULEVARD r 11,18,36-@ AND WlmESS STAKE. 6/11/98 REVISB> MEDIAN CURS ELEVATIONS ON MEDIAN TAPER AND CATCH BASIN DETAILS -"u--TAP. 2~~ (_'!_)(_' E\G_I\EE_l{I\(; I\!'. STREET PLAN CONSlRUCT TEMPORARY GUNITE V-OITCH W/ 4'X4'x6· THICK RIP RAP @ TOE i--CJ.;..>,--+"-.;.e..;.:.+::..:::;:...:::::,===-.=:;=c.=:::..=-=====-==-====~-=~-~ ... ============l-======::.l G 09•4745• OUTLET PER DETAIL HEREON. 12/1/97 RE\1158) SIDEWAI.I( TO 12' BEHIND CURB FACE, STREET UGHS TO BE CURB DAIi { "' 1 l><-,u,u C "'""11 ''" 1 ' t------------------------1 ST 6 ~ :::~!-~ RCEOPNLAS1RCEUCAT.c;6P,OA0"1':0 MLEUNMTENPSERS::T;LLIOGHN TSHLOCEE:TENOD. PSEDR-1 1-.,.--+1:::o/-;:1-=-3/-;:9-::-7i-:::::=:~~a:N=,N~TTERSE=-,.:SEE::C::,TI.:::::;.U:::~~E\1~~::.::LOCAl=-~DEP~R~ESSIC,C-ON,--,D-E-TAl_l_#_2_AN_D_AOO ____ f4 ___ ~...,~-~.!: ... !:..:· =T=A=P=. =l-=1/=9=7=1'• lro,1,-, lmn,· ('.\ ''""" "'' '''"""'" ,..... CIT V OF IRVINE 7 OF 3; l..'.:J:::::09:'::00'::2:2'.::' :::::=:==::::::::::::::'.:::::::::::::_ ______ ~~:'.'.:.........!~~~~~~2'.!:~~;..!~=--.::..-------------.[:]~I~!!I======= DAIi ",c :t'?-o:fe,. .\; G\\S-, CITY or IRVINE STD. PLAN NO. 215. NO. DATE ~-------....L:Q:::•"""=-'"'==v.=s·=;;;.1.;;;;;;2/:;;;9:::7 :::;.1._.::•J1CO<T=-="""""':::.:::.....__R.C.=~.:: ... :.""°=:....._.:°"":::...._.J:....._ ___ ..:P..::U::B::L::l=C:.....::W:.:O::R:.::K::S:..;D=E::::::.PA:::!!:R~T,::M::=E:::N::.,:T:..,_ ___ ....L. ____ ..J 29169 MC Pi.AN 1187&. DELTA A 09°47'46" B 09•47•47• C 09•47•00· D 05•35'21· 8 0 0 co+ "q- i') d ... Z• ~· t-V) ttl ~ ill d z z 821 ,-.;m ~i'j ~~ -<.> go 14' & CATCH BASIN NO. 58 CURVE DATA RADIUS LENGTH TANGENT 2000.00' 341.95' 171.39' 1999.02' 341.79' 171.31' 1992.30' 340.19' 170.51' 160.0D' 15.61' 7.81" EXIST. STREET IMPROVEMENT PLANS PER CITY OF NE\\l'ORT BEACH PROJECT NO. R-5454--S. y-- i ---~--"!-·__. .,, EXIST. CONSTRUCTION EASEMENT CAL TRANS PROPERTY ROAD IMPROVEMENTS BY OTHERS SEE CITY OF IRIIINE PROJECT ~211 -"' 0 "' CONSlRUCTION NOTES: (D CONSTRUCT CURB AND GUmR, TYPE A-2 PER CITY OF IR\IINE SID. PLAN NO. 200. @ @ © ® 0 @ @ CONSTRUCT MEDIAN CURB & GUffiR, TYPE A PER CITY OF IRIIINE SID. PLAN NO. 200. CONSTRUCT MODIRED MEDIAN CURB AND GUillR PER DETAIL ON SHEET NO. 11. CONSTRUCT CONCRETE SIDEWALK PER CITY OF IR\IINE SID. PLAN NO. 201. CONSTRUCT A.C. OVER A.B. PAVEMENT SECTION PER TABLE ON SHEET NO. 2. CONSTRUCT MEDIAN NOSE PAI/ING PER CITY OF IRIIINE SID. PLAN NO. 109 CONSTRUCT P ARABOUC CURB TRANSITION PER CITY OF IRIIINE SID. PLAN NO. 107 AND DETAIL HEREON. CONSTRUCT EMBANKMENT PER SOILS ENGINEER'S RECOMMENDATION AND DETAIL ON SHEET 11. @ CONSTRUCT MOISTURE BARRIER PER CITY OF IRIIINE SID. PLAN NO. 222. TELEPHONE NOTE: THE ELEVATION OF EXISTING TELE PER EXISTING PACBELL DRAWINGS. WAS USED FOR DESIGN PURPOSES. P PRIOR TO CONSTRUCTION, IF EXCAVATI WITHIN ITS VICINITY. DISPOSITION NOTES: NKN WN " C VER NG FACILITY ED & [I} REMOVE EXISTING PAVEMENT STRUCTURAL SECTION. @ @ CONSTRUCT FULL DEPTH A.C. (12" MIN. THICKNESS) [fil REMOVE EXISTING CHAIN LINK FENCE. CONSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11 PER TYP. SECTIONS. 8 ® BACKRLL MEDIAN ~TH SELECT TOP SOIL. 6 @ ~\\ \ \ \ \ )\ \ \ \ \ \ \ \ \ \ ~ ~ ~ ~ ~ \ \ ~ ~ --\-I \ ~ \ MEDIAN TAPER \ STA. 141+01.68 MACARTHUR BLW. = STA. 100+2B. 70 BISON AVENUE ___ _ _ 2;---::::;---=-=====~-~;-~---~ I '\, ~- I ...._<:! I I \ I 1 \ I \\ \\ . C I\ , rn REFERENCE IMPROVEMENT PLANS: CALTRANS CONTRACT NO. 07159104 CAL TRANS CONTRACT NO. 27XC8 IUXI flREPARED ft & STA. 135+26.99 TO STA. 136+76.99 •, '" X 95 !IQE;_ IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERI/ICE ALERT (U.S.A.) (800) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. SEE SHEET 10 FOR STREET PROFILES CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD STREET PLAN 29189 MC ® INSTALL 2-6" P.V.C. -SCH. 40 IRRIGATION SLEEVES W/ END CAPS 4 •• ,. ii CD(' L'\('(\L'L'U(\( I\ AND ~TNESS STAKE. 1-''--"--'L-t-='6/c.:11:cf.::98+,AS=,--,B:=U::;ILT:-::-c-:::Rc::EM:cO~VEO:=:Y,::ARl::::;ABLE::;;.~TH;::ICKN:;_::E:;SS~A.:;C.:,_:O:::YERLA;;,::Y:;, ,:::RElll:.'.'.:'.SED:::_ELEY:c:=::::A::TION:'.'.'.:'.S~~-~D!._!l~~==TA=P·=:l-==1/•=•9 11 7::::::.J r h ; 1 ~;;.,:.:" r. :~:~, :so ,;I 1 . ,•,, ! ; REPLACE A.C. PAVEMENT PER DETAIL ON SHEET NO. SD-1 ON MEDIAN NOSE TAPER AND CATOI BASIN LOCAL DEPRESSION DETAILS ~ ST 7 E 01°11'21· 145.00' 18.19' 9.11' @ r 1ao•oo·oo· 3.00' 9.42' <infinite> CONSTRUCT 16,000 LUMENS STREET LIGHT LOCATED PER l-''-'2..,__-+_,2:,./;.'..1/.:..97+.~c=Elll:c:ro:;:CEN=:-'-~EW::.,SEEc:ALK::c_u~;,;:o,.:~=-2'..::~=EHI • .:: .. N..::D_CU=RB:..:..:FA=CE,=STR=EET:::..:U:::GH=TS:..TO:.::..:B:::E....:CU=R:::B:...___~ .... ~-~ .. !!:·==TA=P.=:.l.::2=/=97==-l :.;•I•)". 1nm, ;-' 9'61H 0711 '"""·"' fiHOI 1-----c--,-T--V--O--F--I-R--V-I-N--E-----1 8";10F 37- CITY OF IRIIINE SID. PLAN NO. 215. •= .. ,. -\,Ii -+ ~ ..\; q.\o,_ ~=======::::::::::::::::=::::::=::=::==.... ______ -=::.:._::....::,=:_:::::_:_:.:::_:::::_:::.:::_ _____________ _JQN~O[.I]oA!TE~C=====]I~ arme v.s. ..1fil.__ ~M.;;;.n 1tf=.0,,,,..,.;."' 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C -•• ,·;;;;.,. _;,[~~. 130.6~; .!.~, 137+00 ..... 31-. ~ ::\) ~ o:.: ~ i:il C') -i :t, . ~ p ~ ---<.., . IC -,i,.. C -Isl C -"" - ~2 i, 0> l ~ 130.68 T.C. ~ I ~ ~ I--... · 1:'!:~-T.C. i3; I "\JE±QQ I ~'--'f ::"""'\. 1!!·~~ T.C. ~ j "i;. ~ ~...___....,~1.0 \ 129..34 •• r.c • I~ 138+00 /~ 128. 70 T.C. I fJi /~138+50 I I 127.33 T.C. ,' .c., I~ I~ ,' 139+00 1 ,I 125. 70 T.C. I,..., ,'~ ! 139+4.J.OO B.C. 124.19 r.c. -~ ~ (/) -i i:! "o ~ 0 ~ It, ;g ~ i'= n, LINE SEE SHEEr: NO. 9 .!. i i ij -~ .i. . ;· ~~ Cl) I 2-i ;:u;t: ai !:!J STA-133+00 ~-----·--·-·-·-·-· •• -; 14&80 ,. / j /,.'~. 51:I ' -, I ~ ~ r-lC EL,,,145.68 J ~ pi II r ~•"-'5:""' ~ Ot ---~"'r O Q r::::.!o<o ..,~ .. ~ -~ /./,I./); ' • ST lC -·-·----- r- r ,:!";~~';; I I "'---·-----• r-I . -r·-· 0111 . 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I I -·f··-· ·---7 ·;·' .:·✓-~"~-'I I I I ':4].34• ··---• ·---+· .. ·-·- I I I r-e-i 01& ;:a it: / 'J" 28 ,. , [ c:. • (:) tlj!!j I::,+_ .O~ • •• P;._, :t,~ 1 (/41.76) -..,_ I l4!D.6 '"' -·-.. ~ C: ' . I ---• -, --•-• / ~ --,-7 -\ --•• • •·-- ~T/ !oii1-1'11111.&.AA ,A rn :!I '.:::-1 ) ' 1 4 U • ..,.; / / or-r;;~ " h ~ I ,_..J------\ ~ • :SIA-~ --·····-·--···· • !"1 I / i -., 8. i r)_ -ls---•---. .-•.. __ __.!...,1.... •• :-:'. ____ ----·--Cl) --:-i -.,.. ···- -t ' i STA-137♦00 BEG 'C&G TRANS ___ _ 1 lC EL,,,133.39 I~ ~~ / 'fi STA-,137+25 I ! j 1 I lC EL,,,132.61 32 ~ ! 0~ I • z -STA•137+50 END C&G itRANs JC a.,.131.sa I ~- :::I ~ -ct ..... ~ -i ·::-,··-· ~ ~ c;') . ----S:::...-. al ;g ~ . ---i;; .... ~ lC B.•131.01 I r- ----~!/f ~~3:., ,. c~ "Ti (/) STA-,136+25 ;g ~ 1 /# STA•138+25 ~ (i; //,: lC El,,,129.38 0-t i~ 1t19 :t, s;: ~<: ::?! ;:;.! J;;~ STA-138+75 lC El,,,125.51 ll STA•139+75 STA-140+00 lC EL,,,123.98 /J. STA-140+25 lC El,,,1~13 -=,,...,===◄' STA-140+30.71 : lC Et.a122.87 ~ -~ -~ -~ [,> STP..,139+ 75 , lC El,,,124.55 STA-140+00 '1 lC El,,,123.81 ~ > STA-140+25 S:.1fii lC EL-123.01 H'G,._,40+30.71 BC lC EL•122.80 -~ C;j :t, 3,: ~<: ~~ -i. NEW PAVEMENT COLO PLANE AND APPLY TACK COAT AND FEATHER A.C. PAVEMENT TO MAKE SMOOTH JOIN. @A.C. PAVEMENT JOIN DETAIL NOT TO SCALE 48' 111N 9DEWAIX rr 1/4' GROOVING DETAIL PLAN TOP Of RAMP GRODl{S SIDEWALK ACCESS RAMP AND al05S WALK IN AOIXIRDANCE \\1111 'f'-T-24 AND ADA NO UP AT GUTTER CENTERUNE DEEP SCORE 1ltRU RAIIP AND GUTTER 148' Ml~ I ~ ·-NO UP AT GUTTER SECTION A-A MAINTAIN 9' MIN. HORIZ. WIDTH FROM SlOPE FACE TO BENCH/BACKC\JT SURFACE OF FlRII EARlH MATERIAL PROJECTED SlOPE GRADIENT (1: 1 MAX.) PLACE COMPACTED BACKFILi, TO ORIGINAL GRADE NATURAL GRAD --ut= F "' z~ ~ :ii>-~ • bJ ,,.,, l'i- KEYWAY IN COMPETENT ij I!! MA TERI AL MINIMUM -,: .:i WIDTH OF 15' OR m l'!i AS RECOMMENDED BY ~ !II THE SOIL ENGINEER. ._ ! 1!I i5 I! NOTE: NOT INWJDE REMOVAL OF UNSUITABLE MATERIAL OR CUT PROOIJCED BY BENQIES. lHE CONTRACTOR SHALL REFER TO lHE PRO.ECT SPEQRCATIDNS FOR APPROPRIATE TOPSOIL. PROCESSING AND SHALL ESTIMATE !HIS ITEM AND IIAJ<E AN ALLOWANCE. ®o TYPICAL FILL BENCHING DETAIL NOT TO SCALE COIIPAC!ED ALLS IIUST BE BENQIED IN, TO SUITABLE MATERIALS AS DETERMINED BY lHE SOILS ENCINEER. NEW INTERSECTION STA. 126+ 72.00 TO STA. 128+04.00 1/2' R PWT. YIIDlH TO !HIS POINT. 1,5• 6' 1.5' 12· 6" CURB FACE ,. I- --"-..::II'IEL LINE ~ -- DETAIL "B" OETAIL "A" 01---.::.BE::..G:.;..IN.;....;;O.;..F-'TR-'-'AN..;.S:::.ITI'-'O-'-'N-'---0 END OF TRANSITION 3 1----'--;......_-'-_c_.- MODIFIED MEDIAN CURB & GUTTER MEDIAN CURB AND GUTTER FLOWUNE TRANSITION NOT TO SCALE © SIDEWALK ACCESS RAMP DETAIL NOT TO SCALE NOT TO SCALE ~ ..... ...,..,. ... CONSTRUCTION PLANS FOR i---..;:;..-+:-cc-=4=-=---=-,---~----------.).!!-~ft!!!l!=•==T.A.=P.==~2~· .. :9= 11 .. 7=la ~:f!~: ~;~:~~1•:~:!~.'.~~_;lt.',~!: 1-----M-A_c_A_R_~_~_;_Aa_l~_su_L_E_vA_R_D ___ --l 6/11/98 RE'<ISEO SIDEWALK TO 12' BEHIND CURB FACE DN NEW INTERSECTION DETAIL IIEi: SHEET QT-11 l--'~-+:c:12'-;_/1":'/97.:7£RE't1::=SE:=D::cSl:::DE:::W:::ALK~A,:.,T :=lHc'-E,:.:H::,AN:,::Dl::::CAP:,:P~ED~RAM~P~ON'.,,D~ET:.'.'.Al~L,.:::6:___,--_,.,.,,----+!!W=:!_!!ff.'==T.A.=P=.=.i..==;2=:/9::::7=-l~ Wne.h•y. lr,.uw ("\ 9:!filH -'711 ilJl91H.II• lvlll\ CI TY OF IRVINE ,__ ______________________________________________ J......::::::....J~1o~~A~1JT£!!/9:....7LR-E't1_SE_1N_TERSE_c_11_00_0E_TA1..JL.llREM!:i.lloVE HERRINGBONE PATTERN FROLI ACCESS RAMP _,,.. v.s. 2%~ "~•~>~ "'I~'"\ PUBLIC WORKS DEPARTMENT J1_ OF 37 fPJ..19-,V #t57t, 29169 MC l-------t----------ir-----""iio~•:=·•=;;a;;.t5ic7.~,.~-~-------:::;::=1------t. I Vmax 4.6 f.ps,_ -XIST. SURFACE OVER STORM DRAIN 1g cl <;; • 1/2 ratNCH , ,,,C/L PIPE , PROP SEO SURFACE o; ~ <-> - SAWCU~--....__,_ ;--\\1DTH ':;:s• -f SAWCUT FINISHED GROUND OR OVER STORM DRAIN ~ Iii 8 cl ~ JOIN \ TO JOIN FINISHED SURF ~CE .>' c, --; c;; ~ ffi ... -~ ~~ ~Iii ~z ~.)f:>',\\~.,-.,.-! i...----_J.. ___ COMPACTED EARTH t;; 0 ~\lJ. C) -S <o ' j' . ·"''"✓-r2., ..... ,,A\<./'.. WHERE BITUMINOU! PAVEMENT ElCJSTS, ,::-::,-_ ~ _ _ _ _ ________ -L _ _ _ __ _ • ;>< .n 1 "-~ 1----1---'-"""-''-" ••··•c,;.\:,.•,';,•\'°"""' ':fc-;;2<>.,~·21• REPLACE \\1TH THE APPUCABU: STRUCTURAL r--,._ -_ ~ ,.; ~t,I 1 ENCH \\10TH + 12" 1----!-~~~~i!l.-'~oj__+----+---'---ri'l..---,,.4'.L---:::::+,_=~ij;cl3,U:iijCriiT·Al·C':OVE~R----1~---..ii ::.:SEi:_CmlltiiOiiNoiSHWEOWN(i: .. .aij .H ~~~~-. WHERE ~~~':!!:EON J ' CATCH BASIN __-_ 1-lc,'L-,,. ,EX. CATV -_ v, _/" ii __ _ 1-~ !.ti! • AREAS. THE BAa<I ~LL,SH~ALL~:BE~PLA~CEO~~UP~-,1-------t------ 7 ,.W.v •• 1~---.,.,;-q•9~8;. ~/~~~~~=i~::~~~if:'.~;~~~~;£~~~=-~:==c:='-~~i== O==;~~~~====~::~~ir---------=:::..cr::...__c:;-------,----z --OO.,f----1--, ! -'--'4------1 I I TO ORIGINAL GROU jij SURFACE. · S-0.0070 ~ :I :Y.S. ~ •• ~ 1195.311 /NV. '% / I/ 1 '{ ~ ~ -6 18,/') ~S==-0.0t(!Q__ I b,/2 9-,_<ti_'.' 1 IV. ;~~ \ 1a 2 A.C. PAVEMENT~ !., ~I ~ 19,~-.J-/~ -~~-~ ,; s '!i1 I-'-0.0. b1PE -I;; ~ I'-·1 Li PLACE AG IREGATE BASE TO A ~ !!} ~ ,1. BREAK INTO XIST. ;_;_,f ~ ~ . _ .. RELATIVE t()MPACTION OF 95,c JUNCnON S7 UCTURE fl \ J 8 ...... __ .... ,' ,· .. ,.·.··,.• .. ··.-_.~ ~ ANOMAKEP1bEcoNNEcnoN '\\Y, • 0.5 X 0.0.; [\\\\\\\\\\\\\\\\\\\\' \\\\\'v\\ .-.n• '-\\\\\\\\\\~ t-_\n\-.\\\'-\' ' ~ t-,.., -+--+--BEDDING • O. + 2' O" MAX. . NOTES: 1. ALL MATERIAL MUST M•ET THE APPROVAL OF FJELD II SPECTOR. 2. SEL£CT COVER MATERl~L SHALL BE SANO OR OTHER blANULAR 1111n n ...... .,_.,. ........... , • .---.11 -• ---• 3. BEDDING SHALL CONSII T OF SAND OR OTHER GRANUL R MATERIAL \\1TH A MIN. SANO EQI VALENT OF 25 UNU:SS GROUNI WA 1ER IS PRESENT, IN WHICH Cl SE BEDDING MA lERIAL OF f3 Rba< IS REQUIRED. 4. BEDDING AND BACKFlU SHALL BE COMPACTED TO A f ELATIVE COMPACTION OF NOT I SS THAN 90,C. EXCEPT FINAL FEET WHICH \\1LL BE NOT U:SS THI N 95ll. STORM ORA ~ TRENCH AND BEDDING lETAIL ~-1 , __ - SCALE: 1"=40' Nl!lE:. IT SHALL BE CONlRACTOR'S RESPONSIBILITY TO VERIFY THE LOCA TlON or ALL EXISTING UNDERGROUND UTlUllES (BY POTHOLING OR OTHER MEANS). CONlRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 AT U:AST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTlUTlES. CONSTRUCTION NOTES: CONSlRUCT 18" R.C.P. (0-LOAO PER PLAN), BEDDING PER DETAIL ON SHEET HEREON. @) CONSlRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. ~- / ~ p.o. PIPE - \ J I I I I I I I . / PLACI AGGREGA 1E SUBBASE MATE IAL TO RELATIVE COMP CTJON OF 95,C 1'..rJ-- PLACE MA lERIAL "ER $ BEDDING DETAIL ! HOWN HEREON. f;,;S •✓- CON' T. 249.29 L.F. 18" R C.P. -20000 CONST. 94. 02 L. . 18-R.C.P. -200 'D LAT. LH. -:4-tr PAVEMENT REMO' &L AND REPLACEMENT D1 TAIL ~.T.S. a a::: f2 ... CONST CL I 4+o0 3+oo 2+o0 1+o0 Ot()0 ,ta: wu N11°47'34"W "-" g ci CONTRACTOR TO POTHOLE ANOU O ,~ ;J; lo VERIFY ELEV. OF EXIST. FIBER ~ :! ~..S-1-_ _.,,·~ ___ OPTIC CA TV PRIOR TO CONST~ o + '4,:/1. a ,.. z ------------I---;-6' ,x.96' (/) w ------.arl-cc----~ L< ·6' HORZ. r-40' l'ERT.r-4' ,-c o --• · T ·r; ~ (/)~ . • -CATV--,-·~""":.:. --------------------- I /· OT/E ,, //~ ,, 1 I I --· -- LOT 3 ______ ,a,--__ TRACT~ ~ I I r I ---1._ I I I I 7 PUHi FREPARm n CONSTRUCTION PLANS FOR ·-- ·-- +' ,. sc..,. ~ :P.o 9i ., ~ H > NO. 33520 - EXP. 06-30-98 • PROJECT NO. • CONSlRUCT CATCH BASIN TIPE I PER CITY or IRVINE STD. PLAN NO. JOO. '1~'71 6 6 ~ MACARTHUR BOULEVARD 29189 MC i----,:!...._.J---1---------------_,j~,..~-._,., .. "=====T=A=P.==ic===2f=:~==11i=:.!!\'1 ~;;~:~~E~:!~,l'~'(i11 .l,~!~ 1------D_RA_IN_A_G_E_PL_A_N_A_ND_P_R_O_FI_LE ___ ----i _ SD-1 CONSlRUCT JUNCTION SlRUCTURE NO. I PER CITY or IRVINE STD. PLAN NO. 306. BREAK INTO EXISTING JUNCTION SlRUCTJJRE ANO MAKE PIPE CONNECTION. 4 3 /2\ 1 NO. 12/1/97 RE\1SED SIDEWALX TO 12' BOilND CURB FACE raaam, l't. TAP. -11!1!..._ 5 \fri2l!'y lr.-mc-. Co\ !J:!61H :!ill 19191!1:l(I 6!!Ul CIT V OF IRVINE ~• W~-l-~!!!....~~~~~~~~':"'."~~--------1~!!!!!.!!!=:====:=l-~ •• ~,.=l ~'-...Jr <,.,, " .,; o. \o/1 12 OF 37 DATE nN!iil: CHEC11111~ v.s. -11!1!..._ ~ """All .. U? .... """ MTE PUBLIC WORKS DEPARTMENT l),<.19,v #97~ llQlt:. + uJ IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY lHE LOCATION OF All EXISTING UNDERGROUND UTILIITES (BY POlHOUNG OR OlHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. YA ------ ·-- 31 -,,.~,.,~,,----t\ " SCALE: 1 "=40' , Q .. -2.0 c.f.s. 1 v,,,ax 7.0 f.p.s. EXIST. AND PRO OSED SURFACE OVER ; TORM DRAIN CATCH BASN CONST. 68.81 .F. 18" R.C.P. -21 000 LAT. UIE ~-tr 1-tOO OiOO TRACT NO. 15317 ------ CONTRACTOR SHALL REMOVE INTERFERING PORTION OF STORM DRAIN AND INSTALL NEW JUNCTION STRUCTURE AS NOTED CONSTRUCTION NOTES: @ · CONSTRUCT 18" R.C.P. (G-LOAD PER PLAN), BEDDING PER DETAIL ON SHEET NO. SD-1. @) CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF IRVINE STO. PLAN NO. 303. @ CONSTRUCT CATCH BASIN TYPE II PER CITY OF IRVINE STO. PLAN NO. 301. @ CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF IRVINE STD. PLAN NO. 306. ® REMOVE INTERFERING PORTION OF STORM DRAIN. + + PROJECT HO. 29189 MC ' Q•~ -8.2 c. f.s. Q 2!F10.2 c.f.s. ' Vmax=16.5 f.p.s. Vmax=18.6 f.p.s. <:; Q••-2.J c.f.s. • Vm0x=11.2 f.p.ss~.,.__,, I ,,. <'a PROPOSED , URFACE OVER STORI ORAIN PROPOSED SURFACE\ OVER STORM DRAIN \ \ CONST. 117.OJ L.F. 18 R. C.P. -20000 --- ·-- I XISllNG SURFACE c•VER STORM DRAIN (.) -- ~ LINE "A-to-t• i t.1 .,, rncoNsr. 75.92 L.F. 18-R.C.P. -20001 2+00 31 <~ • • o- ..1 _1 1+00 o+oo c~ a: ::i 0 d z ' -10 u ·<-1 ..... ID O a <C (I) U>r--. o+oo ~,.-,b z w• -; Xe£? ~ ~ ~ 1f 0: ~ ~ ~ ~ ~ ~ it ~ b ; ~ ~~~~~~°cf P~RA~~N R~~OVE ., <i "'iii> ;:: o '-z o + ~ o: r-i et: o I ,ri ~ STORM DRAIN AND INSTALL "''"' -<,. ,,; o: o -q I::; • -o u, 0 < ,-. -NEW JUNCTION STRUCTURE IS.-. mo 0 1= .-«> o ..-+ co + -d • + • + ~ L, < 1 + u, -"' o o -o z o w o < AS NOTED. ;;; " r-:;_ t-::r:. N_ .,...!ai+-ci _;n. +z •lii ,_ -....: f")U V>uo .0 co r--ot-<C,o --o J< u, ·c> ~ • ~_....... .,...-.... - ·" ,,,.. _____ ,,......-CATCH BASIN ~ NO. 38 /2~ '7/< ll.'. C. (j Q: (! '' • IQ l -<.S Ml :8 LINE "A-to• : \'l . IQ i-' 0 & ~ i. .,, CONST. 122.25 L.F. 18" R.C.P. 20000 1+00 2+00 SCALE: 1"=40' ! <i; <i; Vl V> V> ,!; II II STA. 0+00.00 C Ii INT. BEACH DWG. R-5454-S. ·--·- ··-. ·- ~ ... 1 · ,-. 'ii ~ z + + . Vl Iii i:J ,-. w • . I;;,-: LINE "A" ~ z8 -~ EXISTING STORM DRAIN .. l;j (3 ,: v, w O O ~ ,-: Vl m ~ ,-. V> ~ •• PER CITY OF NEWPORT '" - ----- -_,._ - ----... -/ .,, / -~(o~ N"cWJ>~;; ~ea~ -::. =-.:::=. 0 -:. -== = -= =----= -= --::. -====ea ' ,.... 7~ALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY -__ 1--___ --~,b,-+~ '--.="-,-::__ --____ -=--~----ij ~ u' THE LOCATION OF ALL EXISTING UNOERGROUNO UTILITIES i I I ; i I ' I ' ' ' i ; 0,..'. -------. >-~~=---_-:_-_ --. __ --_l;j '-_l;j I.I II / EXIST. 36" C.M.P. _ _fXISTING R~ _ _ ____ .. ,--, -------~>c><e>'-.,=="' b<a>a~='"""'"'~=-=><$=> -===re:===-"'""=~= J'7"Cltyoflrvfue ---• ~EX 35• R.C.P. D EX. 36" R.C.P. ..-(BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL .r-. ===-~·======• = 1 • RC p ~~ EXIST. 36 C.M.P. • ~OULEVARD D NOTIFY UNDERGROUND SERI/ICE ALERT (U.S.A.) (BOO) 422-4133 • · , Sl"A EX. 8 · • • ,¢, STORM DRAIN PER ll • AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE ..-BE:G/N O:Sf!."16 / tf i..9'& • e,:11-~'CALTRANS DWG. NO. 07-15910 II O EXISTING UTILITIES. ,C.P iG\. -lio\ ❖ o~ 1 :\ ~6 ~ Z EX. 18" R.C.P • MACARTHUR -.J . 0 z 1--w w I (f) a,_ N08°14"53"E1 • ~ N08°14'53"E~ ,tl' s;~ ~~<; •. ,,, , -·•· . ~ ., CONST CL .,,I-- ·,-, .J-____ ---~.-Y~--:-:-,;-, -c!_ -~---~. ~-;;_~..,,~,:@~=-=:l, ~9@F--~-t~:'.2---, - -n ~ --~---------irt-1-__jr:~;----Ll-_-~-IE_-.. -_A---__ -1-0-~-.,~.,'/' •. ~v ... --~~,ft ___ \ ~~~-i~t~~RE = -'£-------.,---~ '~ ".,'j: ----' -------1 CONTRACTOR SHALL REMOVE -STA. 1+_19.50 ~~ I"@ 1-STA. 0+02.47 INTERFERING PORTION OF W I . ; .. 1 I 1m. ·,a,_ ---r --co ---- CONSTRUCTION NOTES: CONSTRUCT 18" R.C.P. (0-LOAO PER PLAN), BEDDING PER DETAIL ON SHEET NO. S0-1. CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF IRIIINE STD. PLAN NO. JOJ. @ CONSTRUCT CATCH BASIN TYPE II PER CITY OF IRIIINE STD. PLAN NO. 301. END-18" ~ .t>o O /y BEG. _1a: R.C.P. STORM DRAIN. tx ----~-------1--t--/-/~--'-'-jf; -_,._ --~ =~~~(I:,~" & • _/./4 -"' & ---=""""' ,,._.,... T-- -- ~ CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF IRIIINE STD, PLAN NO. 306. w w (f) ~-= _ ==r-~ v p /2\ / --:<<'' ~~·~rt '.:'.-17~ :[ROPOSEO R/W ----1 _,_-= "'---------1-ABANDON EXISTING STORM DRAIN PIPE IN PLACE, EITHER BACK FILL \\1TH SANO OR CEMENT SLURRY ANO SEAL THE ENOS \\1TH BRICK ANO MORTAR. ----------_-;:_x_ ~~f:::R._-~~' ,..w--.L~,_,.,,,.... __ "' /,lj '\_'\_ 2:-1 SLO~E----------=- _____ --::=--=::"'-LO=.T...;C __ --r --'-.. ~ \ 1 """=-. ~· _l ,-_ ,-.. T 1 '\ <7' 1 _ _ _ - , 1tr1 t--... ~2 ,....___ TRACT 15.Yl b 1 ---= = '"' _1,--r ' ~ ,YI LOT 2 ~ -' \\ 1 / :, ~ '\ t-----...._ _, \ t-----._ ON. '--~ '6s q . 0\ IO I , ----..__ "' o ~ °' r----.. r----__ ,1t I r::rr=L.-:E=Pc-H.-:Oc-Nc=Ec-NccO-=-rr=-,--------'----------~"!.'° 't.~z II l ~ ~ • -----, / 11-iE ELEVATION OF EXISTING TELEPHONE DUCTS IS UNKNOWN ~iii~-I g ('1••£ "A-1 Q-1 "1 PER EXISTING PACBELL DRAWINGS. A STANDARD 30" COVER . ~b \l--i,'31----__ L.ll'1 WAS USED FOR DESIGN PURPOSES. POTl-iOLE EXISTING FACILITY ~ :i::·' l\ \ ':;: 158 -----I 7 8 STA: 127+40.00 MACARTHUR BL\/0, - STA. 0+00.00 FUTURE STREET -CONTRACTOR TO REMOVE EXISTING FIELD INLET ANO ABANDON REMAINING STORM DRAIN AS NOTED. FUHS Fll!PAllm ff. REMOVE INTERFERING PORTION OF STORM DRAIN. @ CONSTRUCT CONCRETE COLLAR PER CITY OF IRVINE STD. PLAN NO. 310 CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD DRAINAGE PLAN AND PROFILE ~'\ 't, Sc,,_ Ii (,,\; ~.,o §. ~ ~ ll •I ;; NO. 33520 -' EXP. 6-30-98 • PROJECT HO. 29189 MC 72 HOURS PRIOR TO CONSTRUCTION, IF EXCAVATION IS v, ~ ~ \ \ co -; PROPOSED WlllilN ITS VICINITY. ,-: < 11 ,I ~ (1)05' f 1--::e..3 --ll---+---------------------1"'-~-~·~~ ==TA=P=. =1-=y=~=;=I ii ~:ii.~: t:~:~~E~;!~.1 .:~ilt . 1.~\~ .. ,. 1----------------------l SHEET SD-3 l-''~"'-t.,:1,=,21,:,•l~9=7fR=E\l='='SEO=°='=SID:::EW:;::w<=:cT0:,..:::12':::' B:::EHl:.::::ND:,:CU=:RB:.f:.:.A:::CE:..__ ________ -+~•~WD!,,!ll>!!;-==TA=P=.=+:=2~/9=7=l 5~W"' 10 '·· Im,..-. r~I 9'tilR DII '"'"""' '"'°' CITY OF IRVINE 14 OF 37 JI J /1\ 10/13/97 RE"1SE INTERSECTION LAYOUT ANO STORM DRAIN LATERAlS DAIi • , ...,, NO. DATE 111-=0""1IT..111i;;:c-==--"------.....J ""..,..., v.s. ..1/R_.iM;,o,.;;..'tf ._g_~ ~'\"I PUBLIC WORKS DEPARTMENT Q25=4. 7 c. f.s. 025=7.1 c.f.s. Vmox=IO.O f.p.s. Vmax=7,2 f.p.s. EXISnNG SURFACE .,......,...__~ MINIMUM COVER AR SEE TELEPHONE NO FOR DISPOStnON CA ;g~ f ASfJ::-,_-:f--Jll..:_ ___ __:..q_ . -~:'.'-· .oo -- u - 80 ci <: Ov; 6 "l ·;..; ,.. O>Q: N IX) • .... c:, <!;~,:';~ c!; ~fil~~ ~ (/) !ti (/) lij (/) CONST. 113.87 l.F. ONST. 74.96 l.F. 18" R.C.P. -2000D 18" R.C.P. -2000 CONC. BACKALL LIE~ r 2+00 1+00 lll!m. (j) fT\ fT\ (j) :r. fT\ fT\ --1 z 0 ------ ------- IT SHALL BE CONlRACTOR'S RESPONSIBILITY TO 1/ERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONlRACTORS SHALL NOTIFY UNDERGROUND SERI/ICE ALERT (U.S.A.) (800) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. CONSTRUCTION NOTES: CONSlRUCT 18" R.C.P. (D-LOAD PER PLAN), BEDDING PER DETAIL ON SHEET NO. S0-1. @ CONSlRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. 0-tOO STA. 0 l BF,1;,G,,-1"' OVER STORM DRAIN LINE "A-9-2" <O ,__ z (/) uJ LINE • ~" +...,,------+---T CONSlRUCT CATCH BASIN TYPE II PER CITY OF IR\IINE STD. PLAN NO. 301. CONSlRUCT JUNCTION STRUCTIJRE NO. I PER CITY OF IRVINE STD. PLAN NO. 306. BREAK INTO EXISTING JUNCTION STRUCTIJRE AND MAKE PIPE CONNECTION. ID EPHONE NOT£· REMOVE EXISTING CATCH BASIN AND ABANDON EXISTING LATERAL REMAINING. ABANDON EXISTING STORM DRAIN PIPE IN PLACE. REMOVE INTERFERING PORTION OF STORM DRAIN. CONSlRUCT CONCRETE COLLAR PER CITY OF IR\IINE STD. PLAN NO. 310 THE ELEVATION OF EXISTING TELEPHONE DUCTS IS UNKNO\\M PER EXISTING PACBELL DRA\\1NGS. A STANDARD 30" COi/ER WAS USED FOR DESIGN PURPOSES. POTHOLE EXISTING FACILITY 72 HOURS PRIOR TO CONST., IF EXCAVATION ;s PROPOSED \\1THIN ITS \IICINITY. Q =2.4 c.f.s. Vmax=9.5 f.p.s. ,-J u o-0 cl ci o.: + CATC BASIN 0 "! NO. 142.6 its:· -- 2+00 1+00 0-tOO LINE "A" CONTRA INTERFERING PORT! N OF STORM DRAIN AND BREAK INTO EXISTING STRUCTURE AND CONNECT PIPE. CONTRACTOR SHALL REMOVE ABAN. EXIST. 8'X8' R.C.B. W/ 24" R.C.P. INSIDE CATCH BASIN AND LOCAL DEPRESSION AND SHALL REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN, REMAINING PORTIONS SHALL BE ABANDONED 1 8 5 4 3 12/1/97 REVISED SIDEWAIX TO 12' BOllND CURB FACE 1 NO. DATE PROPOSED SURFAC OVER STORM DRAl BASIN ---SB-- HORZ. f-40' l'ERl:r-4' STA. 0+51.69 C L STA. 0+53.69 END STRUCTURE --..______T ' '"" ----\7, -.,.. - -_-----: ... -------.____ '>.. i <\ ··x\~ CONTRACTOR SHALL REMOVE INTERFERING \ \\ OF EXISTING 8'X8' R.C.B. AND 24" R.C.P. \ \ \ FOR INSTALLATION OF NEW JUNCTION STRUCTURE. BRICK & MORTAR PLUG EXPOSED END OF ABANDONED STRUCTURE. JOIN 24" R.C.P. TO NEW JUNCTION STRUCTURE. IUD PIEPAIED 81'1 ... ,. II~:~~: t;:~:~)l•:~:~.1.:~;11,1,)i~ D!A.'ftP TAP. ..1M_ ... ,. !°") Wrii?h•~--ln·m<'. l'\ 9:!61R "!fll lcH•IIH"IO liHUI IUIC!ED .. TAP. ..1M_ DAIi ~ wt£ c:;. II !I~ q "'\ <\ '.'.\ CIECIEDff. v.s. ..1M_ iOI R.C.(.; NO. llS20 (WE .,. ,-J u ~ EXISnNG SURF.AC OVER STORM ORA N .... II'. CONST. 120. 72 l.F. 8" R. C.P. -2000D UE~-r 1+00 t '. 'J. i: -··T.~ 0-tOO CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD DRAINAGE PLAN AND PROFILE CITY OF IRVINE PUBLIC WORKS DEPARTMENT J.>1.l1AI ~7t 4-t,- ~S')' PROJECT NO. 29189 MC SHEET SD-4 15 OF 37 0 ~ 0 0 + ~~ 0 ..-- ~ ~ w WW cnz ::J :r: u ~ ::i!; MACARTHUR BOULEVARD STA. 111 +oo.33= BONllA CN«ON DRIVE " + ! ~ a ' ; I k"Nf=Z~~~:::::::t:=:=ccJ1.!!,01~~~==========!~~~f-;,-J!Q'._==~:;~=~·==·===2~;· ;:';Ji::::~-:'.---;,, I ,-;"N,---------~--- - - -------------........ -=--=-=------'ia~-r- ; io ~ / R73-5 R ~;<~f711rp:JiRT),.,.,__,__, COi CITY • NO. 219 l--.!N=---- /-">E- l ~11 ~ ... / / / I I / I / ---------------------------------:::.. --------------------------------------------------- - ... 0 -- 01 ---------- ---- ---- ------ -- • ---------- ~ ----------"' ---------------~ ---------~------------~- UL------------ -:.,. =--~---------=-------------------==-=---N -------------____ .,,,......., ~----• ---------~ --- -x-~---c::--:::::;:::;;,,_=---___ - -x---...: -=:-... -x----::. ---- --- 0 0 g +N (0 I NV> ..--I- ~l:;j (/)W :r: wen z -w -1w :r: (/) u ~ :::!: SIGNING AND STRIPING NOTES: ~ PAIN! 12" S(IIJO WHl1E UNE. CROSSWALKS SHALL BE PER CIIY or IIMNE STO. PINI NO. 203. §!I PAIN! PAVEMENT lEG8l1l INOICAlED. 1!§1 PAINT 4" BROICBI WHITE LANE UNE PER CAI.TR.INS OEIAIL 9 Willi SOUD 50' ENO SECllONS. (M'E C RAISED PAVEIIENI MMICER) I!§ PAIN! IIElllAN Willi 1WO 4• SOUO ODU8LE 'IUI.OW LINES Willi CENTER 3• PAINlED BlACK PER OEIAIL 29. 1 PAIN! 6" SOUD WHITE CHAIINEIJZA110N UNE PER CAI.TR.INS DETAIL 38. 105 PAIN! 6" IIROXEN WHITE LANE DROP STRIP£ PER CAI.TRANS OEIAIL 'SI. 108 PAIN! 8" SOLID WHITE BIKE LANE UNE PER CAI.TR.INS OEIAIL 39. 107 PAINT 6" DASHED WHITE BIKE LANE UNE PER CAI.TRANS OEIAIL 39A. 108 PAIN! 12" WHITE HASH LINE 4S AT 50' O.C. PAINT 4" WHITE EDGE LINE. INSTALL SIGN PANEL INDICAlED ON 4"x4" REDWOOO POST PAINTED "IIMNE BROWN". EXlSllNC SIGN or TYPE INDICATED TO BE RELOCATED. REMOVE ElOSllNG SIGN. REIIOVE £XISl1NO STRIPING OR PAVEMENT LEGEND BY SANDBIASIINC. RfllOVE RAISED PAVEMENT MARKERS OF ANY). N01£: SlRIP1NG AND INSTAIIA110N or RAISED PAVEMENT MARKERS SHALL BE PER CAI.TR.INS STO. PLANS #tJ.OA -#tJ.00 (JULY 1992), CAI.TRANS 11WF1C MANUAL, AND CIIY OF IRVINE STANDIRDS. 1HERIIOPIASIIC PAINT SHALL NOT BE USED. N« ElOSllNG STRIPING CONFUCTING Willi NEW SIRIPINO SHALL BE REIICMD BY SANDBIASTING AND RAISED PAVEMENT IIARKERS REIIO'IED. ------.....--: :;:::.. --------_,.,. -- -- 7 .. r. rs40' sc-• PUii IPIDAJIED ft PROJECT HO. 8 5 4 atAWIYt I.R. 3 INTERIM SIGNING AND STRIPING PLAN FOR MACARTHUR BOULEVARD BONITA VILLAGE i-.:~--1------l-----------------~!!!2!l.!?aa=;;;;;=~;;~:~11 ~p~l ~~~~~E~~~~lt!!!~; 9 ~: 6 "frtgleJ, !nine. CA 82718 (?14)830--e801 1-----------------------1 SHEET TS• 1 29189 MC 2 amc:am e B.C. 1 v.s. ~+----+---------~~~;;;;_=; .. ,.~ "''----· 6 e,•a, M "'''' CI TV OF IRVINE j§_ OF _M_ ...!ill.... ~-,..,.... ...,_lfu.,,,. l"1[ PUBLIC WORKS DEPARTMENT NO. DATE L---------------------------------------Ji......:;::::.........::::.:.::. ...... ____ _ _ ... -p,1.,19N 876 0 0 ci .,.... 0 -,+ cn<0 1-N .,.... W< ------------- cnw u..1Z u.J::J -------Vl :::c (.) !;;;: ::e I R28EB 0 .. .. 0 -;,, -"' ~ - - .. • 0 -~--------- - ------:..__ -0 ------------------------------.....:i...--:+--- - - - - -----""""' - - -------.::::. -------~~----~ --------~-~-~~~------------- ----.__ ---------------------------------------;.._.-~....._ 0 -----==----..~ ---------, ----rn----~· ~ -----.. "' -......_ - -I -¼ -I -----t----~--1"--~ -=--=-t---~;.:_ ---~ -- - - - - - - - - - - - -------=.f-~ IJ" :.! --...... ~ ------------------------- 7 8 6 4 3 2 R-7(STD), ~10A-1(RT) AND lYPE N.\-1 PER COi STD NO. ·_219 1 10/13/97 RI.VISE APARTMENT Slit INTERSECTION NO. DATE -- 450' 0 --x--x--x--x- 141+01.88 MACARTHUR BLW -x--x--x-- a25+00.32 BISON AVENUE - AND FUTURE MEDIAN CONSTRUCTION PER ICDC PUii PIDAIIED 1111: .... II ~~!1 ~~~~~E!~~~~lt~~~ tltA&ff. I.R. _ML .... _ML 6 l'rfg1ey, 1nllle. CA 92718 (714)830-6801 CQZGIED ft B.C. .... £c, ,::t~ .. ~• b ~\Cl'.] -·~ v.s. _ML w:aKT SCMPATI R.CL 3»20 CATE 0 0 ci 0 + LO SIGNING AND STRIPING NOTES: ~ P.11111' 12" SOUO WHITE UNE. CROSSWAIXS SHALL BE PER CIIY Of IIMNE 510, PINI NO. 203. ~ PAINI' PAVEMENI' LEGEND INDICATED, I!@ PAINI' 4• BROKDI WHITE IAAE UNE PER CAl.'IIWIS DETAIL 9 WITH SOLID 50' END SEC1IONS. (TYPE C RAISED PAVEllOO MARKER) ~ PAINI' IIEDWI WITH 1WO 4" SOLID DOUBLE YW.OW LINES WITH CENIER J" PAINl'ED BUCK PER DETAIL 29. 104 PAINI' Ii' SOUO WHITE CIWlNEIJZATION LINE PER CAl.'IIWIS DETAIL J8. 106 PAINI' Ii' BROKDI WHllt IAAE DROP STRIPE PER CAl.lRANS DETAIL :st. 108 P.11111' Ii' SOUD WHITE BIKE IAAE LINE PER CAl.llWlS DETAIL 39, 107 PAINI' &" DASHED WHllt BIKE IAAE LINE PER CAl.'IIWIS DETAIL 39A 108 PAINI' 12" WHITE HASH UNE 45" AT 50' O.C. I");= 109 .,....0 _J I PAINI' 4• WHITE EDGE LINE. INSTAii. SIGN PANEL INDICATED ON 4"x4" REDWOOO POSr PAINIED iRVINE BROWN". ElCJSllHC SIGN OF 1'tPE INDICATED TO BE RELOCATED. ~ u.J RI. cnm R RfllOVE EXISllNG SIGN. u.J u.J zw _JV) SB RfllOVE ECJSIING SIIIIPINO OR PA'IDIENT LEGENO B'I SANDBIASIING. R!llO'IE RAISED PAVEMENI' MARKERS OF AN'I), NOTE: STRIPING AND INSTAU.AllON Of RAISED PAVEIIOO MARKERS SHALL BE PER CAl.'IRANS 510. PlNIS A20A -A200 (JULY 1992), CAl.llWlS lRAFf1C MANUAi.. ANO CIIY Of IR'IINE STAND.IRDS. ntERIIOl'IASl1C P.11111' SHALL NOT BE USED. Alff EXISTING STRIPING CONFUCllHG WITH NE.W SIIIIPING SHAU. BE REMCMD B'I SANOBIASIING ANO RAISED PAVEllENI' MAR1<ERS REMCMD, INTERIM SIGNING AND STRIPING PLAN FOR PROJECT HO. MACARTHUR BOULEVARD 29189 MC BONITA VILLAGE TS-2 CITY OF IRVINE Sllttf 17 OF 37 PUBLIC WORKS DEPARTMENT @4~A./97t 0 C! 0 0 + ~~ 0.- ~~ (/) w WW (/)Z ::J MACARIHUR BOUUYARO STA. 111 +00.33= BONITA CANYON ORN£ FUl\lRE MEDIAN AND STRIPING PER CllY OF NE.WPORT BEACH DWG. NO. R-5689-S ------------------I 0 .. .. ✓ ' ' I ! ; I ". ' ' I _J_ ' I R-7(SID),1110A-1 (RT) E AND TYPt -1 Pm COi CITY . NO, 219 I ;;:;/ _ . "' . q I • .. .. 0 0 g + r-,. .-3: --o ...J ~w l)!S..~rob..=====================~==================ro~~===b.a=;a=====t(/)CD -:.i-wW zW ::J (/) ---------------------------~---;--~-~-------------------------------------0 "' -----------------------------------~ --:i:: ~ 0 ? ~ ::ii!: "--@G9,R26EB E 5 --_,,_ ~l) ------------j~ , SIGNING AND STRIPING NOTES: ~ PAINT 12" SOUD WHITE UN!. CROSSW.11.KS SIW..L BE PER CllY Of UMHE SID. PIAN NO. 203. ~ PAINT PA'IBIENI' l£GEN1l INDICATED. ~ PAINT 4• BROKEN WHITE 1ANE LINE PER CAl.llWiS DEfAIL 9 WIIH SOUD 50' END SECl10NS, (1'IP£ C RAISED PAVEMENT MARKER) ~ PAINT MEDIAN W11H 1WO 4" SOIJD DOUB1.f YEllOW LINES WIIH CENTER 3• PAINTED BUCK PER DETAIL 29 • 104 PAINT 8" SOUD WHITE awlNEUZATION LINE PER CAl.lRANS DETAIL 38. PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CAl.lRANS DETAIL YI, PAINT 8" SOUD WlillE BIKE LANE LINE PER CAI.TRANS DETAIL 39. PAINT 6" DASHED WlillE BIKE LANE LINE PER CAI.TRANS DETAIL 39A. PAINT 12" WHITE HASH LINE 45' AT 50' O.C. I INSTAil. SIGN PANEL INOIC'ATED ON 4"x4" REDWOOO POST PAINTED ilMNE BROWN". EXISTING SIGN OF TYPE INDICATED TO BE RELOCATED. REMOVE EXISTING SIGN. 58 REMOVE ElllSTING STRIPING OR PAVEIIENI' L£GENO BY SANDIIIASllNG. RBl<NE RAISED PA'IDIENI' IIARJ<ERS (If ANY). (D EXISTING (10 REMAIN IN PIACE) N01E: STRIPING AND INSIAUA110N Of RAISED PA'IBIENT IIARJ<ERS SIW..L BE PER CAl.lRANS SID. PLANS A20A -A20D (JULY 1992), CAI.TRANS lRAFFIC IIANUAL AND CllY OF IRVINE STANDMOS. lHERMDl'IASTIC PAINT SIW..L NOT BE usa>. ANf EXISTING STRIPING CONFIJC1ING WIIH Nf.W STRIPING SHAU. BE REIIOVED BY SANDIIIASTlNG AND RAISED PAVEMEN1' MARKERS REIIOVED. 1 HS r ~ __, l ,, / I !g fj I /J ,, I ,, I / \ ... ... 7 6 I 0 IUD l'IEPMED ft 0 0 c::i 0 +v <O I c-,.J(/) .-I- ULTIMATE SIGNING AND STRIPING PLAN FOR MACARTHUR BOULEVARD BONITA VILLAGE PROJECT NO. 29189 MC 450' I R-7(SJ1)), R10A-1(RT) ANO lYPE N-1 PER COi sl'O NO. 219 .. .. .. 0 ;,, -<111 6 _____________ .,,....... ________ _ ~ <U> ---------------------------------B ~ <en ---------.. ------------~-------<:::---------"' --..... VI --------"I----.----"' "' 1J2 -_ _m_ ___ • -'" 0 g g SIGNING AND STRIPING NOTES: ~ PAINT 12· SOUD WH11E LINE. CROSSWALKS S1W.L BE PER arr Of IRVIHE sro. PINI NO. 203. ~ PAINT PA'IDIENT LEGEND INDICATED. I§ PAINT 4• BROKEN WHITE 1ANE LINE PER CALlRANS DETAIL 9 W11H SOLID 50' END sa:110NS. (1't1'E C IWSED PAVEMENT IIARl<ER) ~ PAINT MmlAN W11H 1W0 4• SOUD DOUBLE YE11DW UNES WITH CENltR 3" PAINTED BlACK PER DEIAIL 29. 104 PAINT 11" SOUD WHITE CHANNEUZA110H UNE PER CALlRANS DETAIL 38. 1D5 PAINT 8" llROl<EN WH11E 1ANE DROP SIRIPE PER CALlR.INS DETAIL 'ST. 106 PAINT 6" SOUD WH11E BIKE I.All£ UNE PER CALlR.INS DETAIL 39. PAINT &" DA,gJED WHIIE BIKE I.All£ LINE PER CALlR.INS DETAIL 39A. PAINT 12" WHIIE HASH LINE 45" AT &f O.C. I INSTAil. SIGN PANEL INDICAlED ON 4"x4" REDWOOO POST PAINTED iRVINE BROWN". +---------------1-----I-~--._ + LO ElCISllNG SIGN OF 1YPE INDICAlED 10 BE RELOCATED. :I: (.) i· --- m - - -------- - - - --~-- - ---~ - - - - - - -....!!.'~ -- -----------------------------tn> ---- ('2 ------------------------------.---------Cl>> --------;,.. 01 -SIKE ONLY-0 N "slGNAL AHFAO• or------------.;::;...,,.. ---'l;:;r--..-::::. --"' ----..C~l!!!!J ------------------204' ------~ -------------2§0• -----~--'{I]R26EB ~ -- 450' --0 ----------:: ... ... bl I") 3i: --a .....I ~Lu (I) CD Lu Lu z Lu :J (/) :I: u ~ ~ z ::J 0 ... -x--x--x--x-..... bl ~ ~ ~ I:; i ~~ E R26EB 10 "' -~ = == ==-=s. =-= = -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_ -_ --~-1-_=. ------->~ ~ --.----~-o ---------------=-=-=-l ~ __ -----1 7 8 R-7(SJ1)), R10A-1(RT) ANO l'IPt N-.1 PER COi Sil) NO. '219 E 141+01.88 MACARTHUR BLVD a25+00.32 BISON AVENUE ANO FUTURE MEDIAN CONSTRUCTION PER ICDC \\ \\ \\ \\ \\ \\ 0 D -x--x--x-- ::r PU.RI FIIEPAIIED l1'l R REIIOVE ElCISllNG SIGN. SB REIICNE EXISTING SIRIPING OR PA'IDIENT LEGEND !rt SANDBlASIING. REIICNE IWSED PAVEMENT IIARKERS (IF AN"/). IT] ElCISllNG (TD REIIAIN IN PIACE) NOT£: SIRIPING AND INSTAl.1/lllON OF IWSED PAVEMENT MARKERS SIW.L BE PER CALlRANS SID. PIAN$ ~ -A20D (JULY 1992), CALlR.INS 11Wf1C lfANUAL, AND arr or IIMNE STANOAROS. 1HERll0PIAS11C PAINT SIW.L NOT BE usm. Nft ElaSTINO SIRIPINO COHFUCllNO WITH NEW SIRIPINO SHALL BE REIIOVED !rt SANDBIASIING AND IWSED PAVEMENT IIARKERS REIIO\/ED • ULTIMATE SIGNING AND STRIPING PLAN FOR MACARTHUR BOULEVARD PROJECT HO. 29189 MC BONITA VILLAGE l-~:-l--+-----------------~IRA~W!!.!!:;=.a:1·Raaa.=4-¥9~§:a;;.j11 ~Pi ~~?i~Y!~~~lt~~~ : 9~: 6 l"rfgley. lnlne. CA 92718 (?14)83-01 1-----------------------1 6IIEET TS-4 1-;;1c---+1:-:o/ .. 1--=-3;-;:c91±RE.'IIS=EccAA:-::~==oo=-:csm:=-:1N=1=ERSE=cn=ON-:-:-------------J.....,..=~ ... !!:.·= 9 aa·caa.='4:aaa: .. aana;;;;;j ";,,, ,tSo.,..,.,6-~\<ti CITY Of IRVINE 19 OF 37 '-------------------------·-----------------....L~ND:::_,...1..~DA~TE~------"" _______ _cci~-~-~•~•=vaaa.saa. =;1.;;;ae~/9""& =1......;-:::::.:""""::.:"":__::~0E.::..::"":..:,..,.:::._:=:::...._L.. ___ .:..P:::UB:L::l:::C:.....::W:.:O::.R:::K::S:..:D::E:::.P:::A:::R~T:::M::E:::N~T--....,........ll----....J Ci'L'9Af $7~ ittitilttlti &SSSI <:= 0 ~ 0 0 + wr--> ..-0 ..- ~ ~ (/) w WW cnz ::J :r: (.) ~ :::::E LEGEND PROl'OS£D SIGN DEIJNE'AlOR TYPE H BMRICIDE 1YPE D -E. WITH SIGN lYPEOJ BMRICIDE TYPE ID 8l,RRICADE, WITH SIGN FlASHING ARROW 80.IRO HIGH LE.VEI. WARNING 0£.'IIC[ 500' K-IWI. WIIH REFlIC1IIIE MARKER lDIPORAlff CRASH CUSHION, ARRAY 'TJ" (PER Coll.TIWIS STD. PIAN 12) WORK ARE'A IJIR£CllON Of TIWFIC, NOT A PAVEIIENT MMIQNG MACARTHUR BOULI.VARD STA. 111+00.33= BONITA CANYON DRIVE •c, .. ✓ l I I I CONSTRUCTION NOTES INSTALL STRIPES PER Coll.'IRANS DETAILS. UNLESS SHOWN OntER'lllSE. INSTALL PAVEIIENT IIARICDIGS A.'l INDICATm IN TIWflC PAIN!. INSTALL SIGN PER Coll.TIWIS SIGN C00E REMM CONf\JCIING MIRl(JNGS. SEE GENERAi. N01E 16. ' ;_1' I I I ; ' I- ------, ------. ' i I ~eve/ :~ Bt .. --0 --t = • • ---------------- --------------- ---------- ----------- -- ,.-------1) ~ -/ / I ,,, \ 0 0 g ----------------------------·+c.o c.o I N en --- ------------- ------------------,.,. - ---- .,,.,,. --· ------------------,., __ --__ ...,. ---- ---- ------------- ~--------- I I ----- 7 8 6 4 3 2 1 NO. DATE ---------------- ..-I- IUll..,AIEDl'I:: .... II ~P!1 ~~~!~E~~~~lt!:!~; __ ,... I.R. ___.!fil.._ .... 5 Wrigley. lnlDe. CA 92718 ('114)830-8801 l!'IEIIQED ff, B.C. ___.!fil.._ .... ~ ...... *<;. ... ~ g~s'.'.l ........... v.s. ___.!fil.._ WK:00 SCMPAJl RU. ll520 DA1[ GENERAL NOTES 1. ALL WORK ANO MATERIALS SIWl COMPLY WIIH lHE Coll.TIWIS LWlUAI. OF TIWFIC CONIROI.S IN CONSIRUCIION AND IIAINIENAIICE ZONES, IAlESI' EDITION. 2. AU. STRIPING ANO MARKING SIWl CONFORM TO 1HE STAT[ Of CAIJFOllNIA, STANDARD PIAN$ AND SPEClflCATIONS, IAlESI' EDlllON INCLUDING STANDARD PIAN A-20, DErAllS. 3. ntE C0NIRACT0R SIWl PRO'IIOE FOR ACCESS TO ALL AIIJAC£NT PROPERl1ES. 4. FlASHING 'l'EU.OW B£AC0NS, TYPE 'II", SIWl BE USED ON AU. C18 SIGNS AND ON AU. TYPE m BARRICADES GUARDING 1HE WORK ARE'A OVERNIGllf. 5. AU. SIGNS SHAU. BE R£fUl:l0RlZED ANO STANOARD SIZE. 6. AU. TUBUIAR OElJNE'AlORS AND CONES SIWl BE 11f' IIINDIUII HEIGHT, REFI.ECIORIZED AND IIAINIAINED ERfCT IN 1HE INDICATm POSmON AT AU. 1lllES, AND SIWl BE REPAIRED, REPIACED, OR CIEANED A.'l N£assARY 10 PRfSERVE THEIR Al'PEAIWICE AND CONIIHUIIY, AND SIWl INaJJOE A 12° IDGIHNIENSIIY REFlECIORIZED SlnvE, IF USED DURING NIGHT-TIii£ HOURS. 7. THE CONIRACIOR SHAU. IIAINIAIN, ON A CONl1NUOUS ~ ALL SIGNS. DWNE'ATORS, BAIIRICAl)ES, Ero., TO ENSURE PROPER FUWf AND SNE1Y Of TIWFIC DURING C0NSIRUCl10N. 8. ntE CONIR1,CIOR SHALL HM ALL SIGNS, DDJNE'ATORS, BARRICAl)ES, EiC., PROPERLY INSTALLED PRIOR 10 COIIIIENaNG C0NSTRIICl10N. 9. CONSIRUCl10N OPERATIONS SIWl BE CONDUCIB) IN SUCH A LWlNER A.'l 10 CAIJSE A.'l um£ INC0H'IENlENCE A.'l POSSIB\£ 10 AIIUTTING PROPERIY OWNERS. 10. ADDlTIONII. TRAFFIC CONIROLS, TIWFIC SIGNS. OR IIAllRICADING IIAY BE REQUIRED IN 1HE FIEID. 1HE C0NIRACT0R SIWl BE RESl'OIISl8I.E FOR THE PUCEIIENT OF ANY AllOfllONAI. DEVICES NE<&SAIIY TO ASSURE SNE1Y TO ntE PUBUC AT ALL TIYES DURING CONSTRUCTION. 11. EXACT l.OCATION AND TYPE Of CONSlRIJCl10N SIGNS SIWl BE A.'l DIRECIED BY THE ENGINEER BASm UPOH CONSIRUCIION CONDlll0NS. 12. NO T[llpORAlff !NIE CI.OSURES ON Al!IIRW. STREEIS WILL BE PERIIITTED BElWEEN THE HQURS Of 7:00 All. TO 9:00 A.II. OR 3:00 P.11. TO 6:00 P.11. 13. UOYE OELINE'AlORS AND/OR CONES TO EDGE IJNE STRIP£ DURING NON-WORKING HOURS. REIIOYE 8AllRlr.AOEs Ero. FROII TIIAVE. LAN£. SEE N0lE f11. 14. REIIM OR TURN SIGNS OURINO NON-WORK HOURS. 15. Y[llpORAlff SIRIPING WITH PAVEIIENT MMl<lNGS SIW.L BE INSTAil.ED BY A SINGLE COAT OF PAINT. 16. ALL OONfUCllllG LINES. ElCISIING CURB PAINT, AND MARIQNGS SHAU. BE REIIMD BY WET SANDBIASIING OR 01HER Al'PROIIED UEIHOII PRIOR TO INSTAUATION OF NEW/IEIIPORARY STRIPING, ALL CONFUCIINO RAISED PAVEIIENT IIARKERS $ltAU. BE REMOVED PAVEIIENT THAT IS DAIIAllED DUE 10 REIIOVAL OF IIIRKERS SIWl BE REPAIRED TO THE S\TISFl,CTION OF ntE CIIY ENGINEER. 17. K-RAIL SHALi. BE REQUIRED ONLY WHERE AN EXl'>.VATION IS LEFT CWERNIGHT WIIIIIII 20 FEET OF THE EDGE OF THE TRA'IB.WAY. C0NIRACT0R IS NOT REQUIRED 10 PUC£ K-RAIL FOR lHE ENTIRE UNCIIH OF 1HE PRWECT, UNLESS THE EXCAVATION EXIENDS FOR THE ENTIRE UNGIH OF THE ~£Cr. 18. ALL K-RAIL ENDS EXPOSED 10 TIWFIC SHALi. BE TAPERED AWAY FROII 11WTIC AT 10:1 UNTIL 20 Fm FROII ntE TRAVEL.WAY OR CRUSH CUSHION SltAIJ. BE PROl'IDED • ORANGE BACKGROUND WITH BIJ,CK BORDER AND SYIIBOl. DETAIL •A• NO SCALE WltlTE REFLECTIVE IIAllKERS FOR RIGllf EOG£ ANO YillOW REFlECTIVE MARKERS FOR LEFT EDG£. K-RAIL NO SCALE TRAFFIC CONTROL PLAN FOR PHASE I • MACARTHUR BOULEVARD BONITA VILLAGE CITY OF IRVINE PUBLIC WORKS DEPARTMENT (J).LIIMf # 7, PROJECT HO. 28188 MC 8IIE£T rs-1 20 OF 37 ·----- l .. .. .. .. 0 0 CONSTRUCTION NOTES fs1 INSTAil. SIRIPES PER CAl.lRANS DETAILS, ~ UNLESS SHOWN OTHERWISE. IE] [I ~ INSTAil. PA'IDIENT IMRKINGS IS INOICATED IN lRAFFIC PAINT. INSTAil. SIGN PER CAI.TRANS SIGN CODE REIIOl'E CONfllCIING IIARKINGS. SEE GENERAi. NOlE 16. ------------------------------------------• 0 ... ..... ------------------------------------K-RAIL ·--- ----------- 0 + lO 1")3: ..-0 _J ~~ LL.I LL.I z LL.I ::J (/) :::c ---------------------- u < :::l!: \ 411()' 500' C18 T • -------c-----------.---- \ \ \ \ D 7 IUD PREPARED ft 6 LEGEND ~ PROPOSED SIGN • DEI.IN£ATOR >--< 1YPE U BARRICADE ) ( lYPE D BMRlCADE, WIIH SIGH +-+ 1YPE ID BMRlCADE i=t 1YPE m ll!RRlC,II)[, WIIH SIGN ~ FIASIIING ARROW BOARD ¥ HIGH I.E.VEL WARNING Of.VICE K-RAII. WIIH RER.ECINE IIARl<ER 1,,1,,1,,1,ii 1EIIPORAIII' CRASH CUSIOON, AARAY 'TJ" (PER CAL'IIWIS SID. Pl.All 12) &SS'SI WORKAAEA ¢::::, OIRECllON OF lRAFFIC, NOT A PA'IDIENT lfNIKING GENERAL NOTES 1, AIL WORK AND IIAliRIAI.S SHAIJ. COIIP'.Y WIIH lHE CAL'IIWIS IIANU.11. OF 1IWflC CONIROIS IN CONSlRUCllON AND IIAlllltNAHCE ZONES, l/lltsrEDlllON. 2. AU. SIRIPING ANO IIAIOONG SHAIJ. CONF0RII TO 1HE STATE OF OOJFORNI\ SINID!RD NHS AND SP£CIF1CATIONS, IATESI EDIIION INCWDING SIANDIRD PUN A-20, OEl'All.5. 3. 1HE COIIIRAClllR SHAIJ. PR(Ml)E fllR ACCESS TO AIL AOJAC£Nr PROf'ERIIES. 4. FIASIIING YWllW B£AC0NS. lYPE '8", SHAIJ. BE USED ON ALI. C18 SIGNS AND OH AU. 1YPE m B.IRRICM>ES GUARDING lHE WORK Nll!J,. O'IERHIGHT. 5. AU. SIGNS SHAIJ. BE R£fl£CIORIZED AND SIANDAIID SIZE. 6. AIL lUBUIAR DEIJNEATORS AND CONES SHAIJ. BE 28" IDNDIUII HEIGHT, REFLEClllRIZED AND IIAINTAINED ERECT IN 1HE INDICATED POSll10N AT AIL 1IIIES, AND SHAIJ. BE REPAIRED, REPIACED, OR ClfANm 1B NECESSARY TO PRESERVE 1HDR mtl,IWlCE AND CONl1HUl1Y, AND SHAU. INCLUDE A 12" HIGlt-lNIINSIIY REFlICIORIZED S\mE. IF USED DURING NIGllr-1111£ HOURS. 7. lHE COIIIRAClllR SHAIJ. IIAINTAIN, ON A COH1111UOUS IWllS. AIL SIGNS, DEUH£ATORS, BIRRICNlES, ETC., TO ENSIJRE PROPER R.OW AND SAfE1Y OF T1WF1C DURING CONSlRUCTIDN. 8. lHE COIIIRAClllR SHAIJ. HAW ALL SIGNS, DEUH£ATORS, BMRICMlES. EiC.. Pfflll'ERI.Y INSIAU.ED PRIOR TO COIIIIENCING 00NS1RUCIIDH, 9. CONSIRUCTION OPERATIONS SHAIJ. BE CONOucrm IN SUCH A II.INNER IS TO CAUSE 1B um.E INCDNVENIENCE 1B P0SSl8l£ TO NIUTTING PROPERIY OWNERS. 1 O. ADOlllONAL 1RAFF1C CONTROLS. 1IWFIC SIGNS, OR !WlRICADING MAY BE REQUIRED IN 1HE FIELD. 1HE COIIIRAClllR SHAIJ. BE ~ FOR lHE PIACOIENT OF Rtr AODlllONAL Dmc!S NECESSARY TO ASSURE SAfE1Y TO lHE PUBUC AT ALL 1IIIES DURING CONSIRUCllON. 11. £XI.Cr UICA11DN AND 1YPE OF C0NSlRUCTI0N SIGNS SHAIJ. BE IS DIRECm> BY 1HE ENGINEER BASED UPON CONSIRUCllON COND1110NS. 12. NO 1EIIPORAIII' LANE CI.OSURES ON ARIERLIL SIREE1S WILL BE PERIDTTED IIOWEEN lHE HOURS OF 7:00 All. TO 9:00 All. OR 3:00 P.11. TO 8:00 P.11. 13. IIOVE DEUNFATORS AND/OR CONES TO EDGE UNE SIRIPE DURING NON-WORKING HOURS. REIIOl'E BARRiCl,l)ES ETC. FROII TRAWL LANE. SEE NOTE f11. 14. REIIM OR TURN SIGNS DURING NOH-WORK HOURS. 15. 1EIIPORAIII' SIRIPING WIIH PA'IDIENT IIARKINGS SHAIJ. BE INSlfilED BY A SING!£ COAT OF PAINT. 18. AIL CONFUCllNG UNES, ECISllNG CURB PAINT, AND UARKINGS SHAU. BE REIIMD BY WET SAl«)lll/g(ING OR OTHER APPR(NEI) IIElHOO PRIOR TO INSIAUA110N OF NEW/TEIIPOIW!I' SIRIPING. ALL CONfUCllNO RMSED PA'IDIENT LIARKERS $HALL BE REIIMD PAWIIENT !HAT IS DAMMlEil DUE TO REIIIWA!.. OF MARKERS Slw.L BE REPAIRED TO lHE SAllSfM:IION OF lHE CITY ENGINEER. 17. K-RAIL Slw.L BE REQUIRED ONLY WHERE AN EXCAVA110N IS WT MRNIGIIT WIIHIN 20 FEET OF lHE mGE OF 1HE TRAVEi.WAY. CONIRACIOR IS NOT REQUIRED TO PlH:E K-RAII. FOR lHE ENTIRE LENC1H OF lHE PROJECT, UNLESS lHE EXCAVATION EXIENDS FOR lHE ENIIRE LENC1H OF 1HE PROJECT. 18. ALL K-RAIL ENDS EXPOSED TO 1IWFIC Slw.L BE TAPERm AYIAY FR0II 1IWflC AT 10:1 UNTIL 20 FEET FROII lHE lRAWLWAY OR CRUSH CUSIOON SHAIJ. BE PROVIOED. TRAFFIC CONTROL PLAN FOR PHASE I • MACARTHUR BOULEVARD BONITA VILLAGE PROJl:CT N0. 29189 MC : ......... I.R. :;: acne ENGINEERING INC. l-.':!.--+--+--------------------.J:~====4'a=a;"-111Ei Civil Design Consultants : ;: 6 'frtgley, lmne, CA 82718 (714)830-6801 1----------------------1 SHEET TS-8 ~,~t-l0~/1-3/9~7f-Rl'll_st_AP_ARTII_ENT_sm:_1N-IERS_E_Cll_ON-------~~-~!!:, ... =a;B.;a;;;C.=1~ .... aaaa.1-✓.,;-..+se•&·n O.\O.--i CITY OF IRVINE _nOF 37 .__ _________________________________________ _.__R:,:O.,_ . ..,_:,DA._,TE.::..i.______ -·· v.s. ~ ... __, ~ R.U.IK ,.,,,. DU[ PUBLIC WORKS DEPARTMENT (;}.1.19A.f d 71, CONSTRUCTION NOTES INSTALL SIRIPES PER CAI.TR.INS DEIAlls. UNLESS SIIOWN OlHERWISE. INSTALL PAIIEllENr LfARKINGS AS INDICATED IN 1RAFFIC PAINT. INSTALL SIGN PER CAI.TRANS SIGN CODE REMOVE CONFLICTING MARKINGS. SEE GENERAL NOTE 18. NOTE: LANE DROP PER CURRENT WAT.C.H. MANUAL ___ --w--__ _ LEGEND PROPOSED SIGN DEUNOOOR m>E II BARRICAl)E m>E D BARRICADE, WIIII SIGN m>E m BARRICADE m>E ID BARRICADE, WllH SIGN FIASltlNG Nl1«1lf BOAIID 18GH l.f.VEL WARNING Df.'IICE l+ii♦iliilti K-RAIL. WllH R£FI.ECll'IE IIARKER lEIIPORARY CRA,gt CUSltlDN, AABAY "rJ" (PER CAI.TRANS SID. PUN T2) &'SSSI ¢=:, WORKIIIEA OIREtllON OF lRAFFIC, NOT A PAIIEllENr LfARKING ... ----...... MACARTHUR BOUI.E.VARD SIA. m+oo.33= BONITA CANYON ORNE TAPER LANE CI.OSURE e + e e 500' fROII XY£IU( + _________ ___. ______ . ------- \ ---- I i ; ~ 0 -----------------,-------- ----------------j~----- i ------------ ~w (/)W :c wen z -w ...J w GENERAL NOTES j } ,,. 1, All WORK AND MATERIIIS SHALL COIIPLY WllH THE CAl.'IRANS LWIUAL OF llWFIC CONIROIS IN COIISIRUCllOH AND IIAIHIINANCE ZONES, 1.AltST ElllllON. 2. All STRIPING AND IIARIONG SHALL CONl'ORII TO lit£ SIAlE OF CAUFOIOO,\ SIANOARO PLANS ANO Sl'£CIFICATIONS, I.ATES! EOl110H INCI.UOING SIANDIRO PUN A-20, OEIAIIS. 3. lit£ CON1RACIOR SHAU. PRO\IOE FOR ACC€SS TO All AllJACENI PROPERIIES. 4. FIASHING 'IEWJW WC0IIS, m>E "II", SIIAlL BE USED OH All C18 SIGNS ANO ON All m>E m ~ ClUAROING lHE WORK IIIEA OVERNIGHT. 5. All SIGNS SIIAlL BE REFI.ECIORIZED ANO SIANDIRO SIZE. 8. All lU8WR OEJN£A10RS ANO CONES SIIAlL BE 28" MINillUII HEIGHT, Rm.ECIORIZED AND MAINTAINED ERECr IN lit£ INDICATED POSfl10H AT All 1111ES, ANO SHAU. BE REPAIRm, REPIACED, OR ClEANED AS NECESSAIIY TO PREStRVE lHEIR IJ>PE.IRMCE ANO COIIIINUITY, ANO SHAU. INQ.UOE A 12" HIGH-INIDISIIY REfl£CIORIZED SIID'E, IF USED DURING NIGHT-llllE HOURS. 7. lHE CONTRACIOR SHAU. MAINTAIN, OH A CONTINUOUS BISS, All SIGNS, OEIJN£ATORS, ~ EiC., TO ENSURE PROPER FU7I/ AND SAFEIY OF TIW'FlC DURING COIISIRUCl10N. 8. lit£ CONTRACl0R SHAU. HAVE All SIGNS, DEUN£ATORS, BMR1CAllES, EiC., PROPERI.Y DISIAl.lED PRIOR TO COIIIIENCINO CONSTRUCl10N. 9. CONSIRUCllON OPERA110NS SIIAlL 8E CONOUClED DI SUCH A MANNER AS TO CAIJSE AS UT1lE INCOH'IENIENCE AS POSSIBI£ TO A8UTl1Nll PR0PERlY OWNERS. --------------------------:c (/) (..) 10. AOD11101W. llWFIC COlllROI.S, TRAfflC SIGNS, OR BARRICADING MAY BE REQUIRED DI 1HE Aa.D. lHE COHIRAC!OR SHAU. 8E RESPONSIIII.E FOR 1HE PIAC8IENT OF ANY AOOITlONAL DlVICES NECESSAIIY TO ASSURE SAFEIY TO THE PUBUC AT All llllES DURING CONSIRUCllON. ><--x--< ::a; 11. EXAC1 LDCAllON AND m>E OF COIISIRUCllON SIGNS SHAU. BE AS DIRECTED BY lllE ENGINEER BASED UPON COHSIRUCIIOII COIIDIIIOIIS. 12. NO lBIPORARY LANE ClOSURES ON Al!IIRIAI. SIREEIS WILL 8E PERUITTED BE1WEEN THE HOURS OF 7:00 A.U. TO 9:00 A.It. OR 3:00 P.11. TO 8.-00 P.M. 13. ltO'IE OEUN£ATORS ANO/OR CONES TO EDGE LINE STRIPE DURING NON-WORK- IHG HOURS. REIIO'IE BAllRICAOEs EiC. FR0II TRAVEL LANE. SEE NOTE f11. 14. RDKNE OR lllRN SIGNS DURING NON-WORK HOURS. 15. 1EIIP0RARY STRIPING WllH PAIIEIIENr IIARKINGS SIIAlL BE INSTAl.lED BY A SINGlE COAT OF PAINT. 16. All CONFUCTIHG LINES, ElDSIING CtJR8 PAINT, ANO LfARKINGS SHAU. 8E REMOVED BY WET SAND8LAS11NG OR OTHER APPROVED MEIHOD PRIOR TO INSIAUAllON OF NEW/IIIIPORARY SIRIPING. All CONFUCTIHG RAIS8l PAIIEIIENr 1W1KERS 9W.L BE REIIO'IED PAIIEIIENr THAT IS D,IIIJ,G8l OUE TO REMOVAL OF IIARKERS SIIAlL BE REPAIRED TO lllE SATISFACTION OF 1IIE CIIY ENGINEER. ::.---... __ -;;;,..-:\--... -----... ---- .,,. ... --------- 17. K--RAIL SIIAlL 8E REQUIRED ONLY WHERE AN EXCAVAllON IS lifT OVERNIGHT WITHIN 20 FEET OF lllE EDGE OF lHE TRAVEi.WAY. COIIIRICTOR IS NOT RE-QUIRED TO PLACE K--RAII. FOR lHE ENTIRE LENGIII OF 1IIE PROJECT, UNLESS lHE EXCAVAllON EXTENDS FOR 1HE ENTIRE LENGTH OF 1IIE PROJECT. 18. All K-RAIL ENDS EXPOSED TO TRAFAC SIIAlL 8E TAPERED AWAY FROM TIW'FlC AT 10:1 UNDL 20 FEET FROM lHE TRAVEi.WAY OR CRUSH CUSHION SIW.L 8E PROVIOEO. ---7 ,.... ..,...,. "' TRAFFIC CONTROL PLAN FOR PROJECT HO. 6 II PHASE II • MACARTHUR BOULEVARD 1-----":~1--____j~-------------~•~•!!.!"'~;;;;;;;1.;;';.R.=l.;;;=;;'"":aa.1 CDC ENGINEERING INC. BONITA VILLAGE 3 DATI Civil Design Consultants ~---------------------1 8IIEET TS-7 ~2'----+--1--------------~-~~n~B.C;;;;;. ='-==9/~96 5• •701, lnme,; 82'118 (714)830-1 CI TV OF IRVINE 22 OF 37 1 .. ,. ~~~?!••!@•,&.; O\\a.-i PUBLIC WORKS DEPARTMENT NO. DATE .,_ .-. v.s. ~ R.CL NO. .,.,. 01JE 29189 MC :P'-'9N 97t. •··•·····••ii ~ <:= I \ LEGEND PROPOSED SIGN DWN£ATOR 1YPf: D BMRICADE ... TtPE D 8ARRK'.IDE, Wlllt SIGN 1YPf: DI BMRICADE TtPE m 8ARRK'.IDE, Wlllt SIGN FlASltlNG NIRf1il Bo.lRO HIGH lMI. WARNING DEVICE K-RAll. WITH REflEC1IVE MARKER llMPORARI' CRASH CUSltlON, ARRAY "rJ" (PER CAI.TRANS STD. PIAN T2) WORK NIEA .... DIR£C110N Of 11WF1C, NOT A PA'IEMEKT MARl<ING I I I I I I + ... CONSTRUCTION NOTES INSTAU. SIRIPES PER CAI.TRANS DETAILS, UNLESS SHOWN OTHERWISE. INSTAU. PAVEIIEKT IIARKINGS N; INDICATED IN 11WF1C PAIK!. INSTAU. SIGN PER CAI.TRANS SIGN CODE REMOVE CONflJCTING LIARKINGS. SEE GENERAi. NOTE 16. ... .. ... R BLVD AVENUE 500' ~------- -------------- • C) 1 IUXI FIIEPAIIED l't. 8 GENERAL NOTES 1. Al.I. WORK AND IIATERW.S SHAU. COMPLY WIIH THE CAl.lRANS MANUAL OF 1RAFFlC COIIIROlS IN CONSIRUCTION AND IIAINIEIIANCE ZONES, LATEST EDITION. 2. Al.I. SIRIPING AND IIARKING SHAU. OONfDRII TD THE STATE OF CAUFORNIA. STANDI.RD PIAIIS AND SPECIFICATIONS. LATEST EDITION INCLUDING STANDARD PINI A-20, DErM.S. 3. THE CONIRACIOR SHAU. PR<MDE FOR ACCESS TD Al.I. AllJACEHf PROPERTIES. 4. FlASltlNG 'IEllOW 8fACON5, TtPE "8", SHAU. BE USED ON AU. C18 SIGNS AND ON Al.I. 1YPf: W BMRICIDES GI/AADING THE WORK AREA CNERNIGIIT. 5. Al.I. SIGNS SHAU. BE REFlECTORIZED AND STANDARD SIZE. 6. Al.I. TUBUINI DWN£ATDRS AND CONES SHAU. BE 28' IIINll,IUII HEGKr, REFl£CIORIZED AND MAINTAINED ERECr IN THE INDICATED POSll10N AT Al.I. llllES. AND SHAU. BE REPAIRED, REPll,00). OR ClfANED AS NB:ESSARY TD PRESERIIE THER APPEARANCE AND CONIINUIIY, AND SHAU. INCLUDE A 12• HIGlt-lNIENSIIY RERECTORIZED 51.ElVE, IF USED DURIIIG NIGKr-llllE HOURS. 7, THE CONIRACTDR SHAU. MAINTAIN, ON A COHDNUOUS BASI$, AU. SIGN$, DWNrATDR5, BMRICl'oDES, EiC., 10 EIISUR£ PROPER Fl.OW AND S!FEIY OF TRAFFIC DURING C0NSIRUCllON. 8. 1HE CONIRACIOR SHAU. HAVE Al.I. SIGN$, DWNrATDR5, BARRICADES. EiC., PROPfRI.Y INSTAU£D PAIDR TO COIIIIENCING CONSIRIJCIION. 9, CONSTRUCTION OPERATIONS SHAU. BE CONDUCTED IN SUCH A II.INNER AS TD CAUSE AS LflllE INCOIMNIENCE AS POSS1lll[ 10 ABUlllNC PROPERIYOWNERS. 10. ADDITIONAL 1IWFIC CONIROlS, 11WflC SIGN$, OR BMRICADIHG IIAY BE REQUIRED IN THE FIEU), THE CONlRACIOR SHAU. BE RESFOHSIBI£ FOR THE PIACEIIENT OF ANY ADDIIIONAL Of.VICES Na:ESSARt 10 ASSURE S!FEIY TD THE PU8UC AT AU. TIIIES DURIIIG CONSIRIICllON, 11. EXM:T LOCATION AND TtPE OF CONSIRUCllON SIGNS SHAU. BE AS DIRECTED BY THE ENCINEER lll6ED UPOH CONSIRIICIION CONDITIONS. 12. NO TEIIPORARI' IME ClOSURES ON ARIERloll. SIREEIS Will. BE PERlllllED BE1WEEN 1HE HOURS OF 7:00 A.II. TO 9:00 AU. OR 3:00 P.11. TD 6.-00 P.11. 13. IIO'IE DWN£ATDRS AND/DR CONES 10 EDGE UNE Sl1IIPE DURING NDN-WORIQNG HOURS. REUO'IE 8I.RRICAllES EiC. FROII 1RAVB. IME. S£E NOTE f11. 14. REIIO'IE OR TURN SIGNS DURING NON-WORK HOURS. 15. 1E11PORARY STRIPING W1lH PAVEIIENT MMIGNGS SHAU. BE INSTAU.ED BY A SING\£ COAT OF PAINT. 16. AU. CONFUCTINO LINES. EXIS11NG CURB PAINT, AND IIARl<INGS SHALL BE REMOVED BY WEr SANDBlAS1lNG OR OTHER APPR<MD METHOD PAIOR TD INSTAUAllON OF NlWIIEUPORARY SIRIPINO. Al.I. CONFUCllNG RAISED PAVEIIENT 11ARKERS 91ALL BE REU<MD PAVEIIENT THAT IS IWINlED DUE 10 REll<WAL OF IIARl<ERS SHAU. BE REPAIRED 10 1HE SAllSFACllON OF 1HE CITY ENGINEER. 17. K-RAIL SHAU. BE REQUIRED ONLY WHERE AN EXCAVATION IS I.EFT OIIERNIGIIT WITHIN 20 FEET OF THE EDGE OF 1HE 1RAVB.WAY, CONIRM:IOR IS NOT REQUIRED TD Pl.ACE K-RAII. FOR THE ENTIRE I.ENGIII OF 1HE PROJtcr, UNUSS THE EXCAVATION EX1ENDS FOR 1HE ENTIRE LENGTH OF THE PROJ£CI. 18. AU. K-RAII. ENDS EXPOSED 10 TRAFFIC SHAU. BE TAPERED AWAY FROII 11WF1C AT 10:1 UNTIL 20 FEET FROII THE lRAVELWAY OR CRUSH CUSHION SHAU. BE PROIIIDED . NOTE: IANE DROP PER C\JRREKT WAT.C.H. MANUAL SB ___ :::::.,._ 1, ~ PROJECT NO. TRAFFIC CONTROL PLAN FOR PHASE II • MACARTHUR BOULEVARD BONITA VILLAGE 29189 MC l-~:'-------l----1--------------.l!!,..~n!.!l.-.:=aaa1.R.'----'=;1=•:;;;;;;,1a CDC ENGINEERING INC. -Civil Design Consultants 3 .. ,. 1---------------------1 SHEET TS-8 ' t---,;.2H=--d-::=-==--=-;;::;;--;=-:::==::---------¥!-!!::-::.:::;.-.~B.C;;;. =f'"":9~/96~ 6-il'rfgley, lnlne,: 92718 (714)-1 CIT y Of IRVINE 23 OF 37 1 10/13/97 RE.VISE APARll,tEKT SITE IKTERSECTION DAtl • *> 0 • .;, ct\q,, NO. DATE _... v.s. _!ill_ ~,_All ..... ~..... O\lt PUBLIC WORKS DEPARTMENT ~!'Ml ~7" 115+~ l IP : p ,1> , p :p Ip ,p IO !P 1 IO 1 0 1 0 ' 11. 50 i , -....i--. N I \ , \ \ ... 113+5) 1 n , p ,p : p 11> :p 11> • p 1 IO 1 0 1 D -po -"' -0 _.,, _.,, _.,, -pu -JO -0 ~ "' r "' "" +-+--l----1----1-++++-+--+--+-t-----+---t-t------J1~,,r-r-r1-1----m1-----··· -- ljlO ' I I l ! ! I • 'I ! ! • ! ! i i \ _1 GRAD G (BY , THERl I i ! ! i ! I ,_ ! i ! ! i ' I I - ' • ! •T ! I I ' I ' ' I L ~ '\ I ' ' 1' ' ~ y~G-I j ! i i ! -~-Ll-t_JlL-+--L'-+-:---+-1'-+-+1-+-~1 -t---t1,--t-t9e-t-,-,-;'--r--:-, -T-;-'7 ·, r r-71 =«"' 9 I . ~ I / j ) I ,n.61//~ i : I I J ... = ' : l ' i i i .i HORZ. 1'-RO' van: 1'•2' ! I I ! : i ! i & I I i I ! l I l ~ ' 3 ~ 1_;\ I i ,I I i i I l !, ~ I ' ' 1'40 i ; i . . , --, i ! • -• -r -• . -• -r -• + -• i • • -· • , ~ •• • .. ·~ .. •• •• [ _J___j!_-4-_.;. 11 -+-~' -+--l-+-~\~1 ~GRAD~~~G~f-'9~-+-r:-t-1L__1_i/--,-t:-,:1-T~----'.--__ J · i i :J' ; '( (BY , THERl i J i ! I I I ! 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