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HomeMy WebLinkAboutR_5775_S' CONSTRUCT~ON PLANS FOR THE ~MPROVEMENT MACARTHUR BOULEVARD I OF general notes: 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC- TION), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS AND THE CURRENT W.A.T.C.H. MANUAL, EACH OF THE MOST RECENT DATE. 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 OTHERWISE APPROVED BY THE CITY ENGINEER. 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 AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 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 AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB WITH AN "S" ABOVE THE NEW LATERAL. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE. APPRORIATE LETTER: "E" FOR EDISON, "T" 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 SERVICE 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 & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDE\\'\;'\~-~TC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE il \),;,'AENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULFATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE, FLY 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 PERMITTED ON ARTERIALS. 14. SLURRY BACKFILL SHALL BE REQUIRED' WHEN TUNNELING UNDER CURB AND GUTTER, SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. DIAL TOLL FREE 1-GOD-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FROM BON~T A CANYON ROAD TO B~SON A VENUE TRACT NOa 15317 -PROJECT Noa 29169 MC 1. 2. 3. 4. 5. 6. storm dra~n notes: STATIONS SHOWN THUS (0+00) ARE STORM DRAINS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFI- CATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD SPECIFICATIONS, jALL APPLICABLE GENERAL NOTES AND THE STANDA D SPECIFICATIONS OF THE STATE OF CALIFORNIA. ALL TRENCH EXCAVATIONS SHALL CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF IRVINE STD PLAN NO. 318 I THE CITY OF IRVINE INSPECTION DEf;'ARTMENT 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. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. 7 ... ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHODS 216 F. 8. ALL MATERIAL TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCOR- DANCE WITH THE NUMBER, LOCATION, AND 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: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANO EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTJ.!RES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ANO ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. IR\'1NE BRYAN A SANTA MOUL.TON PRKY ~ WARNER U,S. MAAINE CORPS HELICOPTER AIR STATltw BARRANCA l! ALTON A 6! :J :c BIOS!Ot. ST W UT CIA AVE AVE N soo TRABUCO A. T. I.I S.F. IRVINE R ""' UNI\QISITY OF CAUl'CRNIA '"""" BONITA BLW CSNTER DRIVE v,51 RD f1l'll1 CJ LOCAT~ON ~ ~ EL TCftO MARINE CORPS AIR STATION RAILROAD LION COUNTRY SAFAAt MILES MAP 2 UNlw:RSITY OF CAUF0RNJA IR\1NE SAN JOAQUIN HlUS TRANSPORTATION CORRIDOR PROJECT SITE'~s;:'.~ (SEE SHEET T-2) V~C~N~TY 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 BENCH MARK: 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 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL ,COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT PROJECT LOCATION NORTHEAST OF MACARTHUR BOULEVARD AND BONITA CANYON ROAD IN THE CITY OF IRVINE, CALIFORNIA, THOMAS GUIDE PAGE 889 BLOCK SH SOUTHEAST CORNER OF THE CATCH BASIN. ELEVATION 189.168 M.S.L. ADJUSTED 1977 OF INDUSTRIAL RELATIONS' "CONTRUCTION SAFETY ORDERS". I THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS', AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE ESTIMATED QUANTITIES , SHEET "T-2", ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMIT, AND CDC ENGINEERING, INC. DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY 1.D. 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 EXCAYATION. ~BYINE TRAFFIC NGlfJfu~ SOILS ENGINEER NMG GEOTECHNICAL, INC. REPORT NO. 96019-6 DATE: MAY 20, 1 ;197 UTILITY 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 AND GPS NO. ,49 AS SAID LINE IS SHOWN ON A MAP FILED IN BOOK 129 PAGES 46, 47 & 48 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS FOR THESE PLANS. N@T a(fi SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AL DYSON PAUL BECKER JOHN I NIETO LEE DICKERHOOF DUANE BROWNING 714-453-5595 714-237-6948 714-432-6037 714-458-4414 714-240-8828 800-422-4133 CABLE TELEVISION UNDERGROUND SERVICE ALERT SIGNED: DATE: _____ DA fJ 7) I} ~ lr-1-,--,------------------------------r--r--tP;:LA;:;;NS;PREP~ARE~D-;BY~: =========~:,:::::::l.~R:_=~=~========c=====:.::=2=/D::::;:;=-=-:~==~~;~~VED~E~~y~G=IN=E=E_=;: w~=====~~--------------,---------C-O_N_S_T_R_U_C_T_I_O_N_P_L_A_N_S_F_O_R_f§~=~~----.. ·-----<=-....;PRS..0-«.JE_C_T_N_O_, _ __,, ~RAVfflBY: ~ CDC ENGINEERING INC DATE TRACT NO. 15317 29169 MC ~~ 7 6 2/97 ~'1/. /,:.:/ · .,. -1 ,z-1 MACARTHUR BOULEVARD ""0 ------~---=-~--...:._-"----· --•"'-=-~ - • .. --·-· ---· • • · : Civil Design Consultant: ~DE~S~IG!=l:EO~DY':_:: =~T~.A~. P~. ====:.l-::~~=.)..f, ~~~,,t~'s';,~,:r;::;1.eyy'il_, ~e-'],]:r-~a~=~=::::::::=jD~ATITEJ TITLE SHEET ,N~ -~ 11.E'\)l';ED ':,TR.En UG~T':, TO Be CUl'-B ADJ.<lCUJT, ~ 5 12.· I· ~l 12·1-91 1ofl3(q7 NO. DATE JAN 1 A 1QQ/\ \:--'I 1 c:. • ' I ·• ' INDEX OF SHEETS DESCRl[;'_TION TITLE SHEET ' • INDEX MAP· AND_ CONSTRUCTION NOTES .• SHEET DES!GNATION ST01 ST02 SHEET NO. 1 2 TYPICAL SECTIONS l----·-,--__:-~ ___ __::__ _______ __, ___________ -j-------t--7. ·sfRtCT PLAN FROM STA. 111+64.62 TO STA. 118+00.00 MACARTHUR 13LVD .. ST03 3 ST04 4 . ·. . STREET PLAN FROM· STA. 118+.00 TO STA. 126+00.0Q MACARTHUR BLVD. ST05 5 STREET PLAN FROM STA. 126+00.00. TO STA. 134+00.DO MACARTHUR 13LVD .. _ ST06 6 STREET PL/\N FROM STA. 134+00.00 TO STA. 141+01.68 MACARTHUR BLVD. ST07 7 STREET PROFILE FROM STA. 111 +64.62 TO 123+00;00 MACARTHUR BLVD. ST08 ·, 8 STREET PROFILE FROM STA, 123+00 TO 133+00.00 MACARTHUR BLVD. ST09 9 STRE'.ET PROFILE FROM STA. 133+00.00 TO 140+_30.71 MACARTHUR BLVD. ST10 DETAILS ST11 11 . DRAINAGE PLAN ANQ PROFILE' FOR LAT. LINE "A-12" SD-01 12 DRAINAGE PLAN. AND PROFILE FOR LAT. LINE "A-11" SD-02 13 .• I. .. DRAIN6GE_ PLAN ANO PROFILE FOR LAT. LINE "A,'..10.c1" AND "A-10" SD-03 14 DRAINAGE'. PLAN AND PROFILE -FOR LAT. LINE "A-9-2", "A-9-1'' AND "A-8" SD-04 15 ' . INTERIM STRIPING .ANO SIGNING FROM STA. 111+64.62 TO STA. 126+00,00 MACARTHUR BLVD TS-1 16 .. INlERIM STRIPING AND SIGNING FROM STA. 126+00.00 TO STA. 141+01.68 MACARTHUR BLVD. TS-2 17 ULTIMATE, STRIPING AND siGNING FROM STA. 111+64.62 TO STA. 126+00.00 MACARTHUR BLVD. 18 ULTIMATE SJRIP\NG AND SIGNING FROM STA. 126+00.00 TO STA 141+01.68 MACARlHUR BLVD. TS-4 19 TRAFFIC CONTROL PHASE 1 FROM STA. 111+64.62 TO STA. 126+00.00 MACARTHUR BLVD. rs-s 20 • TRAFFIC CONTROL PHASE 1 FROM STA. 126+00.00 TO STA. 141+01.68 MACAR1HUR BLVD. TS-6 21 TRAFFIC CONTROL. PHASE 2 FROM STA. 111 +64-.62 TO STA. 126+00.00 MACARTHUfl BLVD. TS-7 22 . TRAFFIC CONTROL Pl--jASE 2 FROM STA. 126+00.00 TO STA. 141+01 68 MAC,\RTHUR BLVD. TS-8 CROSS-SECTIONS FROM-STA. 113+00.00 TO STA. 115+00.00 MACARTHUR OLVD. 24 . CROSS-SECTIONS, FROM STA. 115+50.00 TO STA. 117+00.00 MACARTHUR Bl.VD. XS-2 25 CROSS-SECTIONS FROM STA. 117+50,00 TO STA. 119+00.00 MACARTHUR BLVD. 26 CROSS-SECTIONS FROM STA. 119+50.00 TO STA, 21+00.00 MACAfHHtJR BLVD. XS--4 27 CROSS-SECTIONS FROM STA. 121 +50.0D TO STA. 123+00.00 MA CAP THUR BLVD XS··5 28 CROSS-SECTIONS FROM STA. 123+50.00 TO STA. 125+00.00 MACARTHUR BLVD XS-6 29 CROSS·-SECTJOflS FROM STA. 125+50.00 TO STA. 127+00 00 MACARTHUR OLVD. XS-7 ' ' ,, ' CROSS-SECTIONS FROM STA. 127+ 50.00 TO STA. 129+50.00 MACARTHUR BLVD XS-8 jl • CROSS-SECTIONS FROM STA. 130+00.00 TO STA. 130+50.00 MACARTHUR BLVD. XS-9 ' .,. . , ~ '? -~~ ;, "'";'"? •• ___ , , ,, INDEX MAP SCALE: 1" = 200' PAVEMENT SECTION TABLE T.I. ~ 10.3 050' A.C OVER 0.55' A.C OVEI, 0.60' A.C. OVER 0.65' A.C. OVER A.C. -ASPHALT C0NO~ETE I\ [L -· AGGREGATE BASE 1.50' AB. 1.45' A.B 140' A.8. 1.30' A.B. . ' , . , ' . • -· • -.-i:-, ·s r_· . . .. \ I •. \,_~. '' ' . • • • .J';-.,,. C!V\\.. '-" t OF CAl 1'\'.CI~\\ CD 0 0 0 ® .. ' .. CONSTRUCTION NOTES STREET CONSTRUCTION· NOTES(;: __ CONSTRUCT CURB AND GUTTER, TYPE !A-2 PER CITY OF IRVIN_E STD.,·PLAN NO. 200. ' CONSTRUCT MEDIAN CURB & GUTTER, 'TYPE A PER _CITY OF IRVINE STD. PLAN NO. 200. CONSTRUCT MODIFIED 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. I CONSTRUCT PARABOLIC ·CURB TRANSITION PER CITY Ot IRVINE STD. PLAN NO. 107. CONSTRUCT PARABOLIC MEDIAN AND CURB TRANSITION PER CITY OF IRVINE SID. PLAN NO. 108. I CONSTf<LJCT EMBANKMENT PER SOILS ENGll·JEER·s RECOMMENDA noN AND DETAIL ON SHEET 11. CONSTRUCT MOISTURE BAR"IER PER CITY OF IRVINE STD. PLAN NO. 222. CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (3" MIN. THICKNESS) CONSTRUCT FULL DEPTH A.C. (12" MIN. THICKNESS) CONSTRUCT PAVEM[NT JOit! f"ER DETAIL ON SHF.ET NO. 11 AD.JUST TO GRAD[. RELOC/\ TE ITEM, AS INDICATED PROTEC1 ITEM, AS INDICA fED. QUANTITY UNIT 2,180 L F. 3,180 LF. 2,405 • L.F. 9,320 S.F. 60,105 S.F. 2 EA: 5,340 SF. 3 EA EA. CY. 7,650 LT. 17,285 S.F. 3,100 L.F. E/\ LUMP SUM LUMP SUM >-\'..'.;1/ BACKFILL MEDIAN WITH SElTCT TOP '.iO\L. 1 ~..:r,1~~'.___./.--------,,..-------:--,:-c=-:::--=--:-:-===:-:-:-;-;-;::;--;;::-=~-------i---'"·_:_:_?_O_---t··· __ c_Y_-4 t,g\ INSfA.LL 2··6" P V.C -SCH. 40 IPRIG,IITIUN SLEEVf.S W/ END CAf'S \;__"/ AND WITNESS STAKE. @ INSTALL TEMP V--DITCH AND r"'P-RAP. @ IT] IT] IT] IT] [i] REPLACE A.C. PAVEME~IT f'ER Dl:TAIL ON <;HEE.T NO. SD-1. CONSTRUCT 16,000 LUMEN:, '., IEE I IIGHT LOCATED PER CITY OF IRVINE STD Pl.AN NO. 215 STORM DRAIN CONSTRUCTION NOTES CONS mucT 18" f< CP (D-·LOAD PER l'LAN), BEDDING PER DETAIL ON SHEET NO. SD·-1 . CONS1RUCT CATCH BASIN LOCAi. DEPRESSION \-•ER CITY OF IRVINE STD. 1°1 AN NO. .,03 CONS TRUC1 CA IUI BASIN TYPE I PEI, CITY OF IRVINE STD. PLAN NO. 3DO. CONSTRUCT CATCH BASIN TYPE 11 f'U! CITY OF 11,VIN[ STD. PLAN NO. 301. CONSTRUCT ,JUNCTION S fRIJCTUi?E NO. I PER CITY OF IRVINE STD. PLAN NO. 3D6. BREAK INTO EXISTING ,JUNCTION STRUCTURE AND MAl<E PIPE CONNECTION. r,EMOVE EXISTING CATCH BASIN AN[) ABANDON EXISTING LA fERAL REMAINING. ABANDON EXISTING S fORM DRAIN PIPE IN PLACE, EITHER BACK FILL WITH SAND OR CEMENT SLURRY AND SEAL IHE ENDS WITH BRICK AND MOPTAR REMOVE INTERFERING PORTION OF STORM DRAIN. CONSTRUCT BRICI< AND MORTAR PLUG . CONSTRUCT CONCRETE COILAI, PER CITY OF IRVINE STD. PLAN NO. 310 ADJUST MANHOLE RIM TO GRADE. DISPOSITION NOTES PROJECT IN PLACE. SALVAGE. REMOVE EXISTING PAVEMENT STRUCTURAL SECTION. REMOVE EXISTING A.C. DIKE COLD PLANE EXISTING AC. PAVEMENT . R[MOVE EXISTING CURfJ AND GUTTER. REMOVE EXISTING CON CR[ TE REMOVE EXISTING CHAIN UNI( FENCE. SAWCUT. REMOVE EXISTING GUAf<D f<AIL. REMOVE EXISTING GUNITE DITCH. RELOCATE EXISTING-CHAIN LINK FENCE . 315 LY. LUMP SUM 1,860 SF. 14 EA. 1 , 1 ti 7 L.F. 7 EA. EA 6 EA. 7 lA. 2 EA EA. LUMP SUM LUMP X EA. 2 EA. EA. SUM LUMP SUM 58,640 S.F. 1,960 LF. 14,745 SY. 61 L.f. S.F. , 1,790 LT. • L.F. 413 L.F. 1,014 L.F. 1,560 L.F. CROSS-SECTIONS FROM STA. 131+00.00 TO STA. 131+50.00 MACARTHUR BLVD. XS-10 33 i' (>' ----,-----,-------------~' .;.,-----------'"".""---,-----------T.;:;;;;-;;;:;;::;;;:-;::------------T---.;._· __ =-:~::-:-=:::-:::-:-=-:-:::--:-::-::-:-:-:--::=-::------7~o.ii~"'ii<:i:""-7 r ,- PROJECT no. ·-1 ; PUNS ••E~AREO BY CONSTRUCTION PLANS FOR CROSS-SECTIONS FROM STA. 132+00.00 TO STA. 132+50 00 MACARTHUR BLVD. XS -11 34 CROSS-SECTIONS FROM STA. 133+00.0D TO STA. 134+00 00 MACARTHUF BLVD ~S--12 35 l\i1ACARTHUR BOULEVARD INDEX MAP AND CONSTRUCTION NOTES 5 OAT< ;1111 CDC ENGINEERING. INC. wt BY TAP. 2/97 &i!~·rn;.'., I I _ _'.!4_-J.---+-------·-------'----------',-----~"'.f<:R•~•~'========t==;;~=j •\'':,f.-f.:; Civil Design Consultants J-' DA.TE t.~· • .,,.,_,_,,cru,,r:::l ~------------------------;-. -----j X, 13 36 3 , 5_ Yfrigley, Irvino, CA ?2718 (714)1330-6801 C ~ 7r ~, 0 F ~ [R \if~ I", • E CROSS-SECTIONS FROM STA. 134+50.00 TO STA. 135+50.00 MACARTHUR BLVD. :,- TAP 2/97 ). . u' lj 1=. 2 ' • I • DESIGl:SO BY: • ' • ✓ . ~ C ' 1 • ! ' . . ,. ti '!l J..: CROSS-SECTIONS FROM STA. 1-36+00.00 TO STA. 140+30. 71 MACARTHUR BLVD. XS·-I 4 37 /1\ 10/13/97 REVISED APARTMENT SITE INTERSECTION, ADD SHEET NUMBERS TO INDEX MAPr,1\ \~' DATE ~ .~.P~ '/ ('17 . L--=====--==-------------..,_ _______________________________ L__!N~O?.;_._J__,:D~A~T!._!:E:.J._ ______ _;_JRl,!;;EJ\/uls;St,!l.1,0!JN1ESL....----------L~CH~EC~KE:'...O!!BY;;:;;· =v:;;:.s;;::.;;::...=-l:;;:2;;;:/;;:;;97=1----1 si_:AR_,_:.,,_, _-_-_·~F __ c=.r_ •• ~N~o_.-1_1=,_2=0~_-_~o_,=r_E,_ ., . ...._ _____ P_U_B_L_l~_~_IO_R_f(_s_,_U_'E_P_A_R_T_r.'JE __ N_T ______ ....,_ ___________ ,- 29169 r.1c SHEET ST-2 ·-------- ( ., R/W VARIES 12.0' TO 16.9'1 I R/W 12.00' 12.00' • I . I R/W I I VARIES 179.0' TO 198.0'· • VARIES 96.0' TO 84.5' VARIES 101.96' TO 94.2' VARIES 90.00' TO 79.25' 6' 8' VARIES 62.53' TO 74.77' 2' VARIES 2· L--------------SAWCUT LINE. 2.~ 13 , ---12 VARIABLE - 5 THICKNESS A.C. CAP MACARTHUR BOULEVARD STA. 111+64.62 TO STA. 117+03.84 N.T.S. 11 FRON BEGlr-1 COI\JSTL!.UtflOl-1 To 11"1-+'Z.4, l-lOLD I' OF!' RIGI-IT· OF-WAV, T\IJEL\JE ~DOT VARI£',. VARIES 84:76' TO 78.12' 58.00' (A) 3 VARIES 179.27', TO 163.65' VARIES VARIES 13.82' 14.00' TO TO • 8.00' I 8.00' (A) VARIES 84.94' TO 94.47' VARIES 62.53' TO 58.00' SAWCUT LINE ·4 -6,:_6 ,~ ~ 13 12 VARIABLE 5 THICKNESS A.C. CAP MACARTHUR BOULEVARD STA. 117+03.64 TO STA. 124+53.75 (A) DISTANCE VARIES FROM STA. 117+.03.84 TO STA. 118+50.62 N.T.S. VARIES 162.24' TO 174.00' 78.00' VARIES 96.00' TO 84.24' (B) __ 58.00' 8.00' 8.00' VARIES 58.00' TO 70.00' (B) (A) VARIES - 3 18 - MACARTHUR BOULEVARD SAWCUT LINE ---- STA. 124+53.75 TO STA. 127+40.00 - (A) DISTANCE VARIES FROM STA. 126+28.75 TO STA. 127+40,00 .(B) DISTANCE VARIES FROM STA. 124+53.75 TO STA. 125+43.75 N.T.S. 2' R/W VARIES 13' TO 18'. I 11.' S' 1' I I R/W 18.00' 1 l--® R/W 18.00' I 12' 5' j ¥? r ) I I 2· 2': 7 . ' / 12.00' R/W 12.00· R/W 12.00· I I I I R/W • I I . 2' 78.00' 66.00' 162.00' 8.00' 4.00' 4.00' • I 84.00' 58.00' SAWCUT LINE --Q?o-3 J 14 ---~ % --- 13 MACARTHUR BOULEVARD STA. 127+40.00 TO STA. 129+86.25 N.T.S. VARIES 174.30' TO 162.00' R/W 18.00' I f---vc..:.A.c.Rcc1E"'s __ -'1-"-'2_' -i 2' R/W VARIES 78.33' TO 89.11' VARIES 84.00' TO 89.00' VARIES 56.34' TO 62.00' VARIES VARIES VARIES 66.00' TO 58.00' 3 13 8.00' 13.00' TO TO 15.00' I 8.00' (A) 18 H 2 MACARTHUR BOULEVARD STA. 129+86.25 TO STA. 135+50.00 (A) DISTANCE VARIES FROM STA. 135+26.93 TO STA. 135+53.82 N.T.S. VARIES 174.27' TO 1B9.71' VARIES 87.93' TO 90.71' VARIES 91.57' TO 99.00' VARIES 58.00' TO 61. 70' 15' 81.00' 6' VARIES 2· 2' 18.00' t 7.. S' \)& I \ >-I R/W 18.00' I f--_V_A_RcclE~S--1-_!~'2_' -*' &, I 2' 2 I' :; 2· ' • L--------I \ -2' ( < • • ----- 13 --_ 5.6% -EXIST. DIKE ~ ~ --~2/4 --------5 7 2% PROPOSED 13 -----.. ~% ~ ~-:~-~-GRADING -----t------•-n,l;) ', '""'l,~2 (BY OTHERS) • . --1 --r' -,1 ; • , • L.._ I ' ---.J ' , \IMPROVEMENTS BY OTHERS MACARTHUR BOULEVARD , NOTE: STA. 135+53.82 TO STA. 140+30.7h PAV'T SECTION BY OTHERS IMPROVEMENTS BY OTHERS TO BE CONSTRUCTE~ CONCURRENTLY N.T.S. 03A \',':'I BY'.· TAP. D".etlG:3 DY: TAP. Ctc:CKED BY• v.s. DATE 2/97 DATE 2/97 DATE 2/97 PLAl!S PREPARED DY: CONs:rnuCTIONiPLANS 'FOR MACARTHUR BOULEVARD TYPICAL,_ secr1bNs •-·-•. l. No; 3352 . 06-30 PROJECT 110. • 29169 MC ST-03 ~ OF 37 I ~ -.J -.,l -.ti I V'\ ,'· ·1 " . ·. . _;;,,:.. _,_ ____ _ J ' . " :CURVE DATA ' DELTA .RADIUS LENGTH A 180.'00'00" 4.00' 12.57' B -20'02'27". 2000,00' 699.56' C 20·24•52• 2109.00' 751.43' D • 20'46'50" ,• 2125.64' 770.95' -/: TANGENT <infinite> 353.39' 379.74' 389.76' CONSTRUCTION NOTES: 0-coNSTRUCT CURB AND GUTTER. TYPE A-2 PER CITY OF IRVINE sm. PLAN NO. 200. @-CONSTRUCT MEDIAN CURB_ & GUTTER, TYPE A PER CITY OF IRVINE sm. PLAN NO. 200. • @---CONSTRUCT MODIFIED MEDIAN CURB ANO GUTTER PER DETAIL ON. SHEET NO. 11. ©-coNSTRUCT CONCRETE SIDEWALK PER CITY OF IRVINE sm. PLAN NO. 201. @--coNSTRUCT A.C. OVER A.B. PAVEMENT SECTION PER TABLE ON SHEET NO. 2. (D---ccoNSTRUCT MEDIAN NOSE PAVING PER CITY OF IRVINE sm. . PLAN NO. 109. @--coNSTRUCT PARABOLIC CURB TRANSITION PER CITY OF _IRVINE sm. PLAN NO. 107. . / . @--coNSTRUCT MOISTURE BARRIER PER CITY OF IRVINE STD. PLAN NO. 222. THICKNESS) @--coNSTRUCT VARIABLE THICKNESS A.C. OVERLAY (3" MIN. @--CONSTRUCT FULL. DEPTH A.C. (12" MIN. THICKNESS) @)-coNSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11. '' ' EXIST. STREET IMPROVEMENT PLANS PER --CITY OF NEWPORT BEACH PROJECT NO. R-5454-S. p 14 DISPOSITION NOTES: ITt,-REMOVE .EXISTING _PAVEMENT STRUCTURAL SECTION. [}}--REMOVE EXISTING A.C. DIKE, [fil-coLD PLANE EXISTING A,C. PAVEMENT. @--REMOVE EXISTING CURB AND GUTTER .. [gj-RELOCATE EXISTING CHAIN LINK FENCE. . REFERENCE IMPROVEMENT PLANS: CAL TRANS CONTRACT NO; 07159104 CAL TRANS CONTRACT .NO. 27XC8 12 do Z 0 z d ui U') <( ;!j (D ~ ~ ~ ~ <C Vl (.) _J >-' 'Vl (.) 4 CATCH BASIN NO. 1 . N.T.S. SCALE: 1'=40' L&.I 2 -.J 0 0 • 0 0 + 00 . . ;:! en t;; • • 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. ' . ) • NOTE: • • IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES (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 FOR STREET PROFILES,.· ' -, ' ' -_.: 7 . FUJ:s mPAAED BY: CONSTRUCTION PLANS FOR· • 6 • ' e[l · MACARTHUR BOULEV)\RD • @)--'-REPLACE A.c. PAVEMENT PER (DETAIL oN _SHEET No: so.:.,. ~==5 =· =~=====~::':··:::::::::=:;:-·:::::================~\:•:·:=~~~:!!=•~J~s~·v,=='-=+.A=.P= . = · =.l,;::::2:::°/=9~=l\ ~-~~1 ~~~~E~~~~~lt~~~~ • STREET PLJ\N < • @}--BACKFILL MEDIAN WITH SELECT TOP SOIL. . , PROJECT NO. 26169 MC· SHEET ST-4 •• ~CONSTRUCT. 16,000 LU MENS STREET. LIGHT ,LOCATED PER • ll'.'tv lSl:.D c;rueT LIMIT Tb BE COP.ll, AllJA.tEIJT; ~EE .l)IZ.f UTtlrf~ ft'.MI. DATE 5 Wrigley, Irvine, CA 92718 (714)630-6801 !-------'---------.-'------. ----'--'---l ' .. CITY OF IRVINE SID.PLAN.N0,'215. " .. •. . ,. 2 l'Z.·l-9i jl.\:.VISt~ SIDEWALK LOCATIOJ,I. TO 11:FlE.T ~l:.\\it.lD,CURI, FAt~--OES!Gf:alBY: TAP. ' 2/97 , . ' c~rv. o,F navRNI!:' 4 37 ( 1 ' 1 V.S. . 2h~ :,i'v~•~';g,,,'P~'t\o. 33s:c°'bo]TE P~BLIC ~ WOR~~ D~P~T~ENTLC: -OF I / _________ _;_ ____ __,;.. ____ -----!....---¾---......;..-----..l-...!N~O::...., .J.,...!D::!:A~TE:...L.;.:__....:....;._:___...;.;.;:J'_:_''-..:.'RllE.E..11.VhlS~l~O!.!N!!.SS.!_ _____ -_.1.!:CIG;~C~.KED~B~Y:=====:l==-==J.:__.::.:::.::...::::::.::..:...._:.::::::..:.:::::..::::.:._~:__-1_ ___ _:_=.==.:=_.:,.:,-:...=..:..:.:.:.::....--=-=::....:...:~==~---__!--~ .I ,I.. - // '' 'I ..s::. > -....l ' -' • ,,'(\~-'. :- ' - . ,.-. • C ' - --. -- v:· -· CURVE DATA DELTA· • RADIUS.··-LENGTH TANGENT A 20'02'27" • 2000.00' 699.56' 353.39' B -15'47'46" 1997.93' -550.82' 277.17' C 20'24'52" • 2109.00' •• 751.43' 379.74' D 20'46'50". • 2125.64' 770.95' 389.76' E 11'52'15~ 137.56' 28.50' -14.30' F · •• 11'18'36" 151.48' 29,90' 15.00' • <( ,,., ci z z (/) <( m I ~ <( 0 < 0 -. T / ,, __ I ~ o/ CATCH BASIN , NO. 3A N.T.S CONSTRUCTION NOTES: G)--coNSTRUCT CURB AND GUTTER, TYPE A-2 PER. CITY OF IRVINE SID. PLAN NO. 200. @--CONSTRUCT MEDIAN CURB & GUTTER, TYPE A PER CITY OF IRVINE - SID, PLAN NO. 200_ • -- • ~CONSTRUCT MODIFIED 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 PARABOLIC CURB TRANSITION PER CITY OF IRVINE SID. PLAN NO. 107. -, - @-coNSTRUCT MOISTURE BARRIER PER CITY OF IRV!NE. SID. PLAN No: 222. @--coNSTRUCT VARIABLE: THICKNESS A.C. OVERLAYi(3" MIN. THICKNESS) @-CONSTRUCT FULL DEPTH A.C. (;2" MIN. THICKNESS) -- -@--CONSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11. @-ADJUST TO GRADE. -@)--BACKFILL MEDIAN WITH SELECT TOP. SOIL. ' -~· ', @--INSTALL 2-6" P.V.C. -.SCH. 40 IRRIGATION SLEEVES W/ END CAPS -AND WITNESS STAKE. - @-REPLACE A.C. PAVEMENT PER DETAI_L-_O_N SHEETt-JQ._ SD-1. - @-coNSTRUCT 16,000 LUMENS STREET LIGHT LOCATED PER CITY OF IRVINE SID. PLAN NO. 215. . • l _Jft::::=---,~.. ~I===-- • NORTH ~~ SCALE: 1"=40' EXIST. STREET IMPROVEMENT PLANS PER _ CITY OF NEWPORT BEACH PROJECT NO. R-5454-'-S. . / -/ / '-.:CA::,'\[~ / / ./ • ' ,/ __ / ::;'.,// / r--i~ IST._D~ 41 / ' _/~ -~/,,,,, / ,.,,,-. --~. _ _.,.,,-___. _,.,.-~ ,,.. ,0, ✓------~ ---.,. , . ------~,,. I{) ----_.,,.... •• ,, , p:,:;;±;;:;::;,;: •;.c,:;,r;,=c;c ;e~~'c'. --~ • ;:$':;;Jl"$i? -,;µ;ye.-;,,--- -. ;,. --•~. ':,,.'. c I •· .,.·}, •,·• .~•.,.;,,-.:_:,_-•• • .-·, X s:;~!i:! --~-~~~~-. DISPOSITION NOTES: '' ' ' [i}-REMOVE-EXISTING PAVEMENT STRUCTURAL SEC~ON. [II-REMOVE EX_ISTING A.C. DIKE. ' ffi-coLo PLAN~ EXl~T!NG A:c. PAVEMENT. @--REMOVE EXISTING CHAIN LINK FENCE. [§--REMOVE EXISTING GUARD RAIL [ill-REMOVE EXISTING GUNITE DITCH. -. . -. . lg}---RELOCA TE EXISTING CHAIN LINK FENCE. 7 REFERENCE IMPROVEMENT PLANS: C~L TRANS CONTRACT NO. 07159104 CAL TRANS CONTRACT• NO. 27XC8 FLAllS Nl!PAAE> DY, DATE DaA~J BY: -T.A.P. 2/97 DATE D2C:=i> av, T.A.P. 2/97 DATE CKaCl(E) DY, v.s. 2/97 / / y \\ ' \ NOTE: / ,_ t::J ~ • IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTIUITES (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 EXISTJNG UTILITIES. SEE SHEET 8.AND 9 FOR STREET PROFlLES CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD STREE'f~PLAN ""11 ~'\ ~. Sc-1 <, -~ " > NO. 3352 . 06-30 PROJECT tlO. 29169 MC ' { • 'r) .l 'cl c:.. • I , - 6' , •. ,;'., _.:·,~--•. ,i' -..;._ ·, • 1' - , 1 o· (D .n. d~ z " z (/) + <( "' a, N I <C u I-I-(/) <( u e.: ..J (/) '-.. u CATCH BASIN NO. 3B N.T.S. 28' N 08 Z('j z >D (/) + <( "' CD N ~~ <( (/) 0 .,....: < U) u & CATCH BASIN N.T.S. NO. 2 --1'.. 6' GUNITE DITCH 6" THICK BROKEN CONC. 12" NOMINAL DIAMETER A B C D E F G H I J 2: 1 SLOPE. FLOWLINE 4' @ 12" BROKEN CONCRETE RIP RAP PAD N.T.S. 2'-0" . i _ 1 '-0" J__ T GUNITE . . -. @TEMPORARY GUNITE V-DITCH ·,. . . . N.T.S .. DETAIL CURVE DATA . . DELTA RADIUS LENGTH TANGENT 171"34'!6" . 5.00' 14.97' 67.85' 180"00 00" 2.00' 6.28' • <infinite> 90·00'00· 35.00' 54.98' 35.00' 90·00·00· 35.00' 54.98' 35.00' 1118'36" 151.48' 2$.90' 15.00' . 11'18'36" 151.49', 29.90'. 15.00' 09'47'46" 2000.00· 341.95' 171.31' 09'47'47" 1999.02' 341. 79' 171.31' 09'47'00" 1992,30' 340.19'. ---170.51' 09:00·22" 1935.87' 304.30' 152.46' \ 0) 0 0 0 + (D LON _J w WI U10 f-<( ~ 11 CONSTRUCT CURB AND GUTTER, TYPE A-2 PER CITY OF IRVINE STD. PLAN NO. 200. CONSTRUCT MEDIAN CURB & GUTTER. TYPE A PER CITY OF IRVINE STD. PLAN NO. 200. CONSTRUCT MODIFIED MEDIAN CURB AND GUTTER PER DETAIL ON SHEET NO. 11. CONSTRUC f 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 SHE.ET NO. 11. 0 · CONSTRUCT MEDIAN NOSE PAVING PER CITY OF IRVINE STD. PLAN NO. 109. " @--CONSTRUCT PARABOLIC CURB TRANSITION PER r.:ITY OF IRVINE STD. PLAN NO. 107 AND DETAIL HEREON. ®·· CONSTRUCT PARABOLIC MEDIAN ANO 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. CONSTRUCT FULL DEPTH A.C. (12" MIN. THICKNESS) CONSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11. @ -BACKFILL MEDIAN WITH SELECT TOP SOIL. @ INSTALL 2'-6" P.V.C. -SCH 40 IRRIGATION SLEEVES W/ END. CAPS AND WITNESS STAKE . @: .. CONSTRUCT TEMPORARY GUNITE \l:'..'rnTCH W/ 4'X4'X6" THICK RIP RAP @ TOE OUTLET PER DETAIL HEREON. -REPLACE A.C. PAVEMENT PER DET.~IL ON SHEET NO. S0-1 CONSTRUCT 16,000 ·uJMENS STREET LIGHT LOCATED PER CITY OF IRVINE STD. Pl.ft.N NO. 215. JELEPHONE NOTE: J ,. ' ,.. . ·1· ., . . . -\_ > SCALE: 1 "=40' THE ELEVATION °0F. EXISTING TELEPHONE DUCTS IS UNKNOWN PER .. EXISTING PACBELL DRAWINGS. A. STANDARD 30" COVER WAS,USED FOR DESIGN PURPOS.ES. POTHOLE .EXISTING FACILITY PRIOR .TO CONSTRUCTION, IF EXCAVATION IS PROPOSED WITHIN ITS VICINITY. . DISPOSITION NOTES: • REMOVE EXISTING PAVEMENT STRUCTURAL SECTION. REMOVE EXISTING A.C. DIKE. _.,,.-,-EXIST STREET IMPR◊Vf:MENT PLANS PER / CITY OF NEWPORT BEACH PROJECT NO. R-5454-S. ./ -- FLOWLINE • ' • REMOVE EXISTING CHAIN LINK FENCE. 1101 • 'REMOVE EXISTING GUARD RAIL. MEDIAN TAPER -STA. 126+17.22 TO STA. 126+77.72 N.T.S. REMOVE EXISTING GUNITE DITCH . RELOCATE EXISTING CHAIN LINK FENCE. REFERENCE IMPROVEMENT PLANS: • :-\ ' <( • ,_o Cf) z '---,., . r NOTE: /J./_J .... - ..,._ .,,--;" J'· - 6' 10· 0 a, z co ,i z + lfl n .,: n m :r:: -i. u 1-- 1--V) <( u e.: ..J V, " u --1'.. C/'\TCR BASIN NO. 5A N.T.S. 1-· --· ... ---· --,--- _J ~------:· l ----• 6' 21' "" o 8 z ci z u"'J iii + <( 10 m n I <( u l-s-'" <( "' u,..: < (/) 0 ·• & CATCH B/,SIN NO. 4 N.T.S. --1'.. 6' IT SHALL BE CONTRACTOR'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. ' NOTE THE LOCA llON OF THE PROPOSED IRRIGATION SLEEVES MAY BE ALTERED IN THE FIELD. AS CONDITIONS DICTATE. IRRIGATION SLEEVES SHOULD BE LOCATED SO AS TO NOT INTERFERE WITH OTHER UTILITIES. N ,,., 0 0 u) N --' "" 0 r--~ a:: + row 0 [l_ n ~~i w ::t_ U1 LI --1-~ z ·(/) 0 w TAPER -STA. 129+86.25 TO STA. 130+65.25 N.T.S. ) ; CALTRANS CONTRACT NO. 071591D4 CAL TRANS CONTRACT NO. 27XC8 SEE SHEET 8 AND 9 FOR STREET PROFII_ES 7 PLA~S PREPARED BY: 6 5 1'2-l-91 10/13/97 NO. DATE CONSTRUC ! ION PLANS FOR MACARTHUR BOULEVARD STREET-PLAN PROJECT rm. 29169 r.ilC SHEET ST-6 _6 _ OF _37. L, , __ ·; DELTA A 09"47'46" B 09"47'47" C 09'47'00" D 05'35'21" E 07i1'21" F 180'00'00" ~--( ~~-.~ \~,,..~rv --y,-.,,-f O'! 0 ...J <O CATCH BASIN NO. 58 N.T.S. CURVE DATA • RADIUS LENGTH TANGENT 2000.00' 341.95' 171.39' 1999.02' 341.79' 171.31' 1992.30' 340.19' 170.51' 160.00' 15.61' 7.81' · 145.00' 18.19' 9.11' 3.00' 9.42' <infinite> SCALE: 1"=40' EXIST. STREET IMPROVEMENT PLANS PER CITY OF NEWPORT BEACH PROJECT NO. R-5454-S. @--CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (3" MIN. THICKNESS) @-CONSTRUCT FULL DEPTH A.C. (12" MIN. THICKNESS) @---CONSTRUCT PAVEMENT JOIN PER DE_TAIL ON SHEET NO. 11 PER TYP. SECTIONS. @--BACKFILL MEDIAN WITH SELECT TOP SOIL. G]-REMOVE EXISTING PAVEMENT STRUCTURAL SECTION. (ii-REMOVE EXISTING CHAIN LINK FENCE. 7 6 REFERENCE IMPROVEMENT PLANS: /BASELINE I ~ 10· 10· 0 0 N N a, OJ N a, N 0 '° U) a, a, cri N + <D I') " '° " a:, .,; 0 N N c:i MEDIAN TAPER -STA. 135+ 26. 98 TO STA. 136+ 76. 99 CAL TRANS CONTRACT -NO. 07159104 CAL TRANS CONTRACT NO. 27XC8 PLAll8 PREPARED BY: N.T.S. • I I NOTE: IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (BOO) 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 CURBLINE PROJECT NO. 29169 MC @--INSTALL 2-6" P.V.C. -SCH. 40 IRRIGATION SLEEVES W/ END CAPS AND WITNESS STAKE. @-REPLACE A.C. PAVEMENT PER DETAIL ON SHEET NO. SD-1 ,__-_s_-+--------'--cc;;;--;-;;:---;;c;c=-:::-:-:=-==--=--=--=-=c=-c=~c=---=--=-=-="-~~~~+D:IA="'~~•:..!ey!:.:' ==T=.A.=P·=:..1.::::2==:~=~=-l-~ ~~~1 ~~~lg~E~~~~1t~~~ 12.EVISE.D 5Tl1.H.T LIGHT TO BE. C.011,e, ADJACE.NT-'otE D11.~ UT!LITT PLAN. DAto ~ 1-------------------------1 12-i-97 REVISED SIDEWALK LOCATIO~ TO 12. FE\'..T V.EI-IIND CUJ2.5 FACE.. Da!l=oav, T.A.P. 2/97 5 Wrigley, Irvine, CA 92718 (?l4)830-B80l STREET PLAN- SHEET ST-7 .. @--CONSTRUCT 16,000 LUMENS STREET LIGHT LOCATED PER CITY OF IRVINE STD. PLAN NO. 215. 1 NO. DATE REVISIONS v.s. DAl< 2/97 c~rv Q[F ~RV~NE PUBLIC WORKS DEPARTMENT LoF 37 " a, l'.) '--:,: ;:: 0 ...___. ":; I- "~ Ost I'-~ ~ II ·W z ...J ----j C: ,,. \ \. I • I -../ I I ! I ' I I I I s ~ r-... ~ -~ ~ i ~ C . V'\ 11 • ! ~ ,J "' "' I V, ;_ '·,, .. --~·:;·, ," ~ • . ,,, . ' ' z 1 ... ,1\) jc.> I""' lu, lo, l--i' i:::, ~ Wi, .·· I< :-'CJ) -0 2 ·- ' ...... ...... ,- ...... I C C Nl -Cl> ~ :::, i . ~ . I .. . -+---------'---t-'----c~~~~~=-t=--=-----:-----1' -----:-: ~--1---· ., ' 111+p4.62 B.~. 111 +64. 62 1£. C . ----o T.C ~ 1 . -----. 202. e· ----• ~ • ---~ --- + I ~ • ' ~ • {200.2 0}T.C. -112 0" : ~ 1 2 n I I . ~ I 'l + 'L 1 ~ 1 + uO . , I\,) I ~ · I 202.60 T.C. • • I 202 .. 3 T.C. ' ' ' ' I I I -I I ,,,.,,,.--ri (200. 51) T. C. ~ / I ' c:::, I VI , . r~ _______ . 112+5c a : ~ 112+50 ---+----------. . / ,..'..,_ 1 112+63.12-JOIN "XIST!NG · 202.60 T.C. ~ \ 202. 1 T.C. ' ' ll rr, 6 + 200.68 T.C.; 195 98 F.L. I LOW POINT ::0 ~ ~ p I'-. I 0(/) (.,i t,i I \ I ...... 1 ~-l ~ ~ 113+00 ('"'\c.,i 113+0,. 1 ;t, 113+bo . (201.85) , ~ I ••1~ 200.78 T.C. ()~ 202.6( T.C. ~202.~4 T.C. 1 ' V'l + VI • I\,) + IVI • I -l P· PP " • c:::, I~ I ::-i ._. OC:::, . a I I a 0) • I\,) 0) I I \J , ~ 113+50 • 113+5 l ~ I 113+50 I I a . -----~---·------------------------~ ·----------, -------· -------------------------j :,, 200. 86 T. C. 202. 6~ T. C. 1 202. 16 T. 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I 1 152.08 T.C. r=::- \. • 0-.-0· .C,., / r r,, ~ • ~ (,Q ~ ,<::) l,.J -Cj .C,., 'A. u 0v131+85.04 8.C. --131+85.02 8.C. 0~ c;j 0~ ::o ~ .. -: -':. ~ ·------___ -f __ 1 ;;i2T_.10_;_c_. _________ _,_r-~ 15~; ~-:b~ __ _____ ___ ______ _ _____ 0 ". __ ~ ;~jDJ-r. c.----__ ~ ;-- ./. 146.59 T.C. r-0 !_ 149.64 T.C .. ./. 0 · t] I .-A. :v ·• ;::, !_ ~ So .;;;_i .c., \ 132+15.33 B.C. :i: 01 13j-!-_50 ____ ~_ro ~ '2i5,732+50 -~--_______ ·-------_ --~~7_32_~4%07~_ T.C~--~--: _________ _ 144.30 T.C. Ir--r-147.58 TC. 148.49 TC. r-0 r-iJ C) Ii C) II / ; C) II (') 11 C) (') t (') t ,'A. .C,., (') g . ~ ..,., • ~ • ~ tf :t • ~ .co() -- ,.__)' -------··-·- -on C= 01.....,, m _...11 s; o C,.J r.: ~ ► z l,.J ~ o\p 133+00 0, '-!. 733+00 °~ 0~ 133+00 0:, • ~-~ --~-·----·-~---------------------------_____ .... , ·--------------------. -~ ---a:i---· ---. -- 141. 96 T.C. ~ 45. 48 T. C. -• 146. 76 T. C. 0 -< c,; (') ~ ~ -1~:lO 0 ::0 -I C: .r ,:xiO mm::i:;O ~ . 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''fll\'o, ~J.l')'Ow -------·---------------·- ' ' ' ,, ,, :-~ .:ls'. ti) '"i' a I) MATQH ~ () t @ • ' -I ,, - ,.\ ,, ' -' " ' ,_ .,,, ·-,,. ---------.,,, LINE I)~ ~ti) t SE( @ SHEET NO. 9 ~ ' ' ,,_-~ -~ C. C I- ~ to - -::,, '"i r===: .:0 rr, ~ -------+-----'-------1---~----,---~--\-:-----'-----,-----:--~-:'I .__ __ \::i _____ ----!---!------'--------5;;: ~ < a 2] r-rr, a I -' --~ ~I - I) C'I 133+00 ,133+00 = 1 -73J+oo --_ (149:30j r-45. 48 T. G. / 146. 76 T. G. r-/ ,1 ()c:: a II , ' a II ; .i,.. • .i,.. I .C,., • c,, I ~ ~ f)~ / 'A f)!;:l_ / -J '-J / 8> I\)_ -I 147.96 T.C. r- ~-• ' t 'l 11 (.')_ 133+ 0 I •y 133+5 '-! (147. 72) -,______ ----------~--------~--------------+----I -<1>---=:-=~=":-f'-=--c=----·-~-------+-----~1-----1 J 739. 70 T.G. r-r-143.4 T.G. ; 145.01 T.G. r-; " a II a II r' I a II / • .i,.. • .i,.. •"'I .C,., • CJ, I f) ~ f) ~ ---10j~ ~ f) !=) / '-J '-J ~~ <:::; (.,i • / ~ -I 4+00 O)_ ~ 134+00 •y ij 134+00 q -(145.99) I .i,.. -• 7. 61 T. G. r-141. 56 T. . ::0 ~ I 143. 40 T. . r-1 ~ II ~ti) / / all ·/ I ~ 134 25 P .i,.. f'=: ~ I .C,., O CJi ---/ .-~ 73664 T.G. r-f)~ rr,C') / f5/ • E / ;,..~-{f;----'--7,34+ 0 !=)~->--------------------~_1J_"4:f_5_Q_ _____ --~-/_ -~_]34+50 ~----I (!44.17) • 735.7 T.G. f). r-r-139.82 T.G. <:: 141.71 T.G. r-1 ~ II II frl I I II ·1 --~ 134+ 75 • p I\) p .i,.. :::0 / ,C,., p CJi . / ~ ~ 135. 02 • G. --, f) ~ f) ~ i / ,.c; f) E ~ ~ / I c.,i 135+00 r-~ '! 735+00 rtv ~ 135+00 °! _ __§_ Vi 1 142.34 ' l\l ~ • 134.37 G. pl\l 138.20 T.G. I 140.11 T.G. h; s:: 1 -~ • ():I'-/ r-rr, / 2 135+25 • ;;;_-; 135+26.9 P.R.G. i::i I ~ & ~ I ~ 733. 74 T. . • r-BEG. TAP R 137.39 T.G. ~ / f) !;:, ~ / ~ • II 135 50 :::::J 1 ~ ' . :JOIN IMPS • ID-~ 135+50 __ g • ---+ -~D---135+50 ------• - BY OTHERS ~ _ 133.31 G. ~~ r-f) :;'. 136.81 T.G. ~ ~ / 138.35 T.G. . i-----J - • ~ -/ 135+5.382_8.G. • c,, rr, c.,i_135+76 _9 E.G. a 1 135+55.26 E.G.1 rl'r- , ' (.Ji __ I 133:23 T.G. II q '"1i .._. 136 26 T. 1 ~ / 138.16 T.G. ri. " 135+28.63 E.G. (141.16) ~ ·:-1 0 l) _..._., .. ~ ,, () a ,, '"ivi • • • l\l 1 ~f~ ~ ~---1!\J 135+69. 7 E.G. :~ -:--1 q a~ 136+00 ~-!. a _ 1 I~---i (138.11) ~ 0) _ -_ l$f _ 132.84 T.G. . ~ ~ f) ~ 135.81 T.G. ~ ~ I . -to Vi :-1 z i-lN le.> I .P. I <nlCI> I--., p / I) -~ ,, I . ~/ -~ ~ 136+26.9 B.G. ~ / !:: :-:--• .. I . < -r-135,31 T. . 1 Cb I ~ g -I m,_ ~-_ ,-~ 1 6-:!e~-;};.G. _____ rri Q !-------1-6+5o ___ +----1st------r---J-·~136+50 t _ -\------__ 1 _____________ _ -~ I _ . f). 1 4.79 T.C. !',.) ; 134.96 T.C. \ Vi '"i ---_-:'-f -~-I 11 136+43. 2 E.G. c.,i l\l ; t I 1:-,-,. 131.36 T. C. I f.0..736+ 76. 9 E. C. ~ I !; -i.. I~ . _ 136+50 .:;: END TAPER 13.3 98 T.C. / Oj * ~ ~ :::x,1 • m < -w ,. /I -• ' -. O I, :a::I I I t.n~--I --1 I I~ 137+00 131,29 .C. a 737+· 0 3 ~137+00 137+00 • --0'~----+-------:-:::~::.'-::f-":=--:::----.!>---===----,:-==:-::tc~~-'<k---"-:'==-"-==:"--=~---t.r,>------';-'='=-'---===-- I 130.68. 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O• (") -~ J.N, 96707 7 /10/97·,, FILE = 141ST10.DWG I .u!::..~ .- • • ---------------+-----------------t--------------------·-+-------· -------------t-----------·------· -1------------------------j '"- L{j I 01 f ,, .... _ ,, >1?.¥1d ~ ·-·-L ~--··-·-· -··-······ --·••· ••• • • ✓-- '/U•J~f "{'llj<i} )<l'tJ"O?-O\V s -5 t.l 5-'tl .... - -· ,;, -✓ , I ·, . .__ I I --• _,..~ a •.' :, ,,.. ;''../- ', ' • I i 1 .-I I ' ' '! ' ' • ' '. , .. ;" NEW _PAVEMENT AC. PAVEMENT -· 1 :-0_7_' 1/' I _FEATHER I \ , , '-c~~~~~I \t . ' . ,· : ' ' EXIST. _PA-VT SECTION ·, .. COLD PLANE AND APPLY TACK COAT AND FEAT~ER A.C. PAVEMENT TO MAKE SMOOTH JOIN. PAVEMENT JOIN DETAIL ri,JT 10 : .,:/\Ir '__j l--1/4" . GROOVl~~ET AIL I :· :. ·, SID[WAI K IN ftCC,OROMICF \ PLAN ' NO UP Al GUTTER & : / ~HH STD. PLAN NO. 201 I I . rURB FACE SIDEWALK ACCESS RAMP AND CROSS Wl,LK IN ACCORO.ANCE V!TH J .. 24 AND ADA I: :, "?- ' 1 NO LIP Al GUlTER Ii CENTERLINE DEEP SCORE lH~U R,'14P AND GIJlTER SECTION A-A CD SIDEWALK ACCESS RA~AP DETAIL MAINTAIN 9' MIN. HORIZ. WIDTH FROM SLOPE FACE TO BENCH/BACKCUT, SURFACE OF FIRM EARTH MATERIAL 1 PROJECTED SLOPE GRADIENT (1:1MAX) ~ PLACE COMPACTED BACKFILL---.__ TO ORIGINAL GRADE , NA WRAL GRADE ·]1. '' ' BACKCU r-VARlf.S-:, ,_ ,, ' 1,: KEYWAY IN COMPETENT MA TERI AL MINIMUM 1"1DTH OF 15' OR AS RECOMMENDED BY THE SOIL ENGINEER • 2% I , l ~ w ' 0.. 0 -' V, Ne N "'~ 0"' ~~ (._) <( <( w m °' 0 >--' U1 c=- . cc ,, w > L LaJ :::, I _:EO ~~ ~-:::.:. NOTE: NOT INCLUDE REMOVAL OF UNSUITAGLE MA ITRIAL OR CUT PRODUCED BY BENCHES. THE CONTRACTOR SHALL REFER TO THE PROJECT .SPECWICA TIONS FOR APPROPRIATE TOPSOIL, PROCESSING AND SHALL ESTIMATE n-llS ITEM AND MAl,E AN ft.LLOWANCE. ·COMPACTED FILLS MUST BE BENCHED IN, TO SUITABLE MATERIALS AS DETERMINED BY THE SOILS ENGINEER. 1/2" R 1-PV,n. V~OlH TO 1HIS POIIH. ' -: -- 6" CURB ' • FACE ' i 1 LEVEL LINE 20-1 /2" DE T A!L ., A" I -! 1 " TYPE ",\'' CURB & GUlTER PER CITY Of lfNINf: STD. PLAN NO 200 1.5" 12" I" h 0 Rf:CIN OF 11'\ANSITION 2 1----------DET All -'-'B" 0.,...._EN_D_O_F_T_R_A_NS_I_TI_ON_ V MODIFIED MEDIAN CURB & GUTTER MEDIAN CURB AND GUTTER FLOWLINE TRANSITION @ TYPICAL FIL~,. ~E~,~HING DETAIL ffi 7 6 .5 4. 3 2 11-1-'jl 1 10/13/97 QC 0 w 0 ~· Oo ..,.0 0 • '.O + <I) ro . N .. -1-w .. U1. <( "-1-"-(/) 0 DRAWN BY· TAP. PLANS PREPARED 13'1': DATE ' trz:~~,~-{!11 2/97 ""'--=•,,...c:):,1 CDC I"'..'~--. -. " I~·/-":-<:: ~.:s;l~ C. . lf:::,;:i~!i.r.:I l Vl l DATE 5 lfrigley, Irvine, ENGINEERING INC. Design Consultants CA 92718 (714)830-6801 • • CONSTRUCTION PLANS FOR ~/IACARTHUR BOULEVARD DETAILS i ! of'E.S5! •"' t2 '\ YI, ,,,.,. ' ~ ;-NO. 33520 EXP. 06-30- PROJECT tlO. SHEET ST-11 2/97 t,ESIGi~D BY:, T.A.P. DATE RE.VISEV SIDEWALV.: AT TME ~,.c.11.AMl'.DE.TAIL r,,, ·ca,r,.f O!F nrail7nB.arE: REVISE 1NiERsEcnoN DETAIL, REMOV£'.HERR1NcsoNE PATTERN FROM AccEs n s u u n w u H'll!!:: _,11 o~ a1 :;, c, NO. DATE --~~-1ob.z CHECKED BV· v.s. 2/97 ViNCENT -SCARPATI RC E. t40. J35?0 CATE ,~~--------~--------------------------_.i._.::::~~~L--____.:~_...JR!lJEi;..,VlLll~S~IOl!N~SL-. ____ --~~==;;;;:;;;;;;:=1~==-L-..:::'.:'.:.::::::__::.:_:~:__~-1---_!.P:,::U~•B~Ll~C:_W~O~Rl~(S~D'.=E.!::PA~R~T~M~,E~N!.T ___ _L ___ _J ·.- ' ' '' I I "1 -\ c:. • - ""F' I <.T\ ',-....) -..J "' "' ' ' . . • I - '.' ·TRENCH W1[)TH + 12" ' 1/2 TR NCH. :· '. C/L PIPE • WIDTH + 6~ SAWCUT _. . , . -. . . . , I : 'TO JOIN FINISHED GROUND OR . FINIS_HED SURF CE _..-!----,c---COMPACTED EARTH I 1--t-O.D. ~IPE ---t ::l c;:s >G -0 LL <( u CD W ~ Bi w "' z ow z;\i 0 0 . I 0.5 X O.D. , ~-= ----F" ~-'"--,,'--'--+-+-"- , z <O -:::; 0 D. + 2' -0" MAX. ~-t-----t-~ BEDDING l . I NOTES: l 1. ALL MATERIAL MUST M ET THE APPROVAL OF FIELD IN PECTOR. 2. SELECT COVER MATE:Il~Al~HALL BE SAND OR OTHER ~RANULAR 1-----1-,---...-~™ A Mt . 1 O-'ftltt!VAtE7'1f-Or . , 3. BEDDING SHALL CONSl~T OF SAND OR OTHER GRANUL4R MATERIAL W1TH A MIN. SAND EQUIVALENT OF 25 UNLESS GROUNq WATER IS PRESENT, IN WHICH C/iSE BEDDING MATERIAL OF #3 R CK IS REQUIRED. 4. BEDDING AND BACKFILU SHALL BE COMPACTED TO A ELATIVE COMPACTION OF NOT rSS THAN 90%, EXCEPT FINAL FEET WHICH WILL BE NOT LESS TH N 95%. . . . i ,. A.C. PAVEMENT O.D. + 2' -0" MAX. PLACE AG REGA TE BASE TO A RELATIVE OMPACTION OF 95% PLAC • AGGREGATE SUBBASE MATE IAL TO RELATIVE COMP CTION OF 95% f----l-~--:----l---7t,o::;~O.t47fc~.1f.~:S.::-___ ___, __ -:::=:::=f----£ 1 V max =4.4 f.p s.,_ XIST. SURFACE VER STORM DRAIN PROP SEO SURFACE OVER TORM DRAIN ~ (.) - c::::, c:i c::::, -. c:i <c ~ vi c::::, -; ')<; -. -7------·'7W·rc2""5c-+---.-.-<-:..E~X~. _C=AT=V-----==·--fif------------.c.-------"'~'lillu"--==---------t----9·80--- CON T. 249.29 L.F. 18" R C.P. -2000D 18"R.C.P. -200·0 LAT. LIN 11A-12 11 195.87 w.s. !NV. ---BREAK INTO • XIST. ' JUNCTION S UCTURE AND' MAKE Pl E CONNECTION • STORM DRAl!N TRENCH AND BEDDING ETAIL I N.TS. I PAVEMENT REMO ,AL AND REPLACEMENT D TAIL N.T.S. HORZ. f"'40' VERT. 1'"'4' \ ----------------------::==--1--=:::--108 -__ ----· 110· ' .---t -1----_ -_ !09 --' ---\ I . ...::::) • ---c.__ SCALE: 1"=4Ci' •• • ' NOTE: . IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES (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. CONSTRUCTION NOTES: @-CONSTRUCT 18" R.C.P. (D-LOAD PER ,PLAN), BEDDING PER DETAIL ON · • SHEET. HEREON. • • • @--CONSTRUCT CATCH _BASIN LOCAL DEPRESSION PER CITY OF IRVINE . STD. PLAN NO. 303. •• . · · ·, '~CONSTRUCT CATCH BASIN TYPE I .PER CITY _OF. IRVINE STD. PLAN NO. 300. -----.-. ,, • •. • @-coNiTRUCT JUNCTION ·.sTRUC1URENO. I PER CITY OF _;RVINE SlD. PLAN NO. 306. . '. -• . • ' . ... @--BREAK·, INTO EXISTING JUNCTIOt;l STRUCTURE "AND ·MAKE PIPE CONNECTION. I ' ' ' ' ---="'l-!,!111• _CONST CL I j I I I Q) 1✓90 I ct I a::-. I I I ---,!.1..2 --.....c. ~ 0.. <D <i 0 0:: LO + • t'") OJ· ~ . . I-z (/) w ---GAW 4+00 • • N11 "47'34"W CONTRACTOR TO POTHOLE AND -VERIFY ELEV. OF EXIST. FIBER • OPTIC CATV PRIOR TO CONST. ------- 3+00 - 0 (lJ <Xi ~ + ~ -~ (.f) ' , ...... l I I t .. _ . ., ' ,,. ... ,.~ ... , ...... j .. ., -~ ' , 2+00 l1E._ ~,SJ-. ~i (';,s?, 0-,i; ,,x ,i;<'.) • 7 o,, . 6', ·,.J-. 7 °x <5',, 1> l5' . O' w 1+00 o+oo "' J -, ..: () "' + >-' " (f) -z -o CONTRACTOR TO BREAK INTO ;!:_ f EXISTING STRUCTURE AND en o CONNECT 18". R.C.P. ai ,_ -+11 --- t j I 118 ,_ /. I I 7 PLAl:3 PllEPASED DY: CONSTRUCTION PLANS FOR 119 . PROJECT 110 .... 6· 5 ~ CDC ENGINEERING INC MACARTHUR BOULEVARD ' 26169 MC %~ , ...:.4~-1---l-----'-~--'-----'---··-----.--~---+:=====l--===l - - ' O.BAINAGE PLAN AND PROFILE: ?:;-5 ,-, Civil Design Consultants c:i 3 · 5 1Trigley, Irvine, CA 92718 (714)830-6801 1-------------------------1 SHEET SD-1 "-~ DATE D:tAi,,-:1 ov,----T.A.f' .. 2/97 DATE 2 • n.-1-91 tZ.Ev,.,e.o _s,oEwA~ll XOCAT1ou To l>E: n FEE, &1\11.10 co~l> !'ACE. C n 1 v O fL n ro \ un l:\n-!E -12"" 1 / •• ll lf U U ll1l. W U U~ -jg_ OF 37 ~ ~ DWG:3DY, T.A.P. 2/97 DATE ~,q~, S..~,¼, •• ':\\"',-, PUBLIC WORKS DEPARTMENT w L_.;,._··_-____________ ...:......:... __ ~,---...:...-----_:,;_--------------,-...:...----_;_------..L-.!:N~O~ • ..L~D~A~T~E..L~,;..... ........ __ .;....._.....!Rlb~v~1~s~1~0uN.:,isSL_...:.....,:.....:.....:.. ___ _J_~~!!:::====-L===-L--~~=NCENT=-=s~==~...:..._:~=C=E=N0=·=~=2=0-=M=rr--L----~..::::=:.=......:.::.=.:;.:_:_::.=....::.::.:...·:...:.:.:..:..:=~:_----.L-----_J~~ , ••• 7'".J." CK.Cm> DY,. v.s. 2/97 "~";...._•,, _,.,,H -• •• . " ' " - • . . . ',. ' ... '\~ ' ' !----+------------+-----------·---------------< _______________ L_ __ - 0 -z_ i . I NOTE: IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES (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. f;, ..,.. r,. " ,.,. ...,. • • ,.._ 1 ►t ~ I I 1\1 I I ,,,,, .. ,., , ... ,. ,,. r• ~" ""r-. I •, -I I I ' .. , .. , . , / 31 7 EXIST. AND PROi OSED . . . SURFACE OVER . TORM DRAIN·•.•·· 4 \ CONTRACTOR SHALL REMOVE INTERFERING PORTION OF STORM DRAIN AND INSTALL NEW JUNCTION STRUCTURE AS NOTED +----123 , __ _ -.,_ ·--124 PI.AllO PIIEPAl::a> BY: I ' 125 ' CONSTRUCTION NOTES: @--CONSTRUCT 18" R.C.P. (D-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 TYPE II PER CITY OF IRVINE STD. PLAN NO. 301. @--CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF IRVINE STD. PLAN NO. 306. @-REMOVE INTERFERING PORTION OF STORM DRAIN. EXIST. STORM DRAIN PER CITY OF NEWPORT BEACH DWG. NO. R-5454-S. . f.. -0 I ----._'_il26 z .., --- P!IOJECT 110 . -· ' j i ., •i ,, , 'I ·, ' ' -----~· -c:: 9-. t 0 c:. • :~ ,:: ,. ' ; ';; ,, ' ,, • f --{ ; .'. ( PROPOSED SURFACE OVER. STORM DRAIN [---+------------_ ___j ------------• __ J I i I f"; ,- 0 z l-- LLJ .w I (f ) I .' l ' - < ..., u r-• t-o (/) ""z +o "u N -, :J. . 1-(~ (/) w J3 31 ~ tO CJ) ' i I ! 2+00 [L := cj lJ) O:'. () +' c:..i OJ <i 0 f-z (Jl l.J_J END 18" R.C P- 2 3 /-' I ,\ -~ _ LOT / , ---.....__ 6 (__) I , \--.. -.._( ·-,._ -') \\\ 1----, ON-1 :, / 'cs" (\~ ci ~ \, ',~ .. / fr: r-=-:::-c-.,---------c----'--------'-------------',¥> Z st \' I,' c, TELEPHONE NOTE: / + --11 -rn THE ELEVATION OF EXISTING TELEPHONE DUCTS IS UNKNOWN \_ r, in~~ 11 o PER EXISTING PACBELL DRAWINGS. A STANDARD. JO" COVER . ;';i~ l,'c----~ ·- <!. I i: r--- wAs USED FOR DESIGN PURPOSES. -POTHOLE EXISTING FACILITY \1-VJ-:r: ~ \\ , + 72 HOURS PRIOR TO CONSTRUCTION, IF EXCAVATION IS u N • '° PROPOSED WITHIN ITS VICINITY. / ,..: ~ II 11\ ·, N '-----,,-'------........ --------------------lJ, (/] C, 5' 0>-"-7 1 '-y' \ \l 31 3 02s =8.2 c.f.s. Vmox=16.5 fp.s. i78' R.CP -20000 I UYE "A-ftJ-f ' __ J, ____ ., .... _____ ,_ ..... 1+00 (0 CL I") (__) Cl'.) r-ct: + r:o 0 - <( 0 f-z VJ w ~ f-Vl W --' Xz w - CL st u ~ Q;'. N 0 Cl'.) + ~ 0 z <( ('J f-w C/l CT) ::.:: =4 :::: = = X I 8" R.C.P. -------------..,. I i-:-...cOc..:,'Ij_l0 .. 2 c::.f.s. __ L_ 025=2.3 r:.fs. Vma1=18.6 f.p.s_, Vmax=ll.2 f.p.s, ,,,,,-PROPOSED $URFACE -OVER STORI DRAIN 0 z 4 0.. ::,; (__) ' (0 ,..., XIST!NG SURFACE -....__..,,.--j-s VER STORM DRAIN CONTRACTOR .SHALL REMOVE INTERFERING PORTION OF STORM DRAIN ·AND INSTALL NEW JUNCTION STRUCTURE AS NOTED. LINE "A" W, STA. 0+00.00 C L INT. EXIST. 36" C.M.P. EXISTING R/W ___ _ "---------- - STA: 127+40,00 MACARTHUR BLVD. = ""' --STA. 0+00.00 FUTURE STREET ""' CONTRACTOR TO REMOVE-EXISTING 7 6 1 NO. IELO INLET ANO ABANDON REMAINING TORM DRAIN AS NOTED. - (.) Q Ci (__) (j Q: Q: ' ' CJ::) CJ::) -~- i I / ----I i ;....---CATCH BASIN ! NO. 38 ---···--·-·-----------·------- OJ • ill . •D W.J + ;;;u I- • SCALE: 1 "=40' ~ ~ ------EXISTING STORM DRAIN u,3 / PER CITY OF NEWPORT -_-_ • ------_-. t~ -.. --_-BEACH DWG. N:TE5,454-S -Ll,) IT SHALL BE CO~ITRACTOfl'S RESPONSIBILITY TO VERIFY =::: t ------THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES E.X. 36'' R.C.P. ~ (BY ·POTHOLING OR OTHER MEANS). CONTRACTORS SHALL n NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. CONSTRUCTION NOTES: @ -CONSTRUCT 18" R.C.P. (D-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 TYPE II PER CITY OF IR\1NE STD. PLAN NO. 301. w Lu U) @ CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF IRV1NE STD. PLAN NO. 306. ' j PLANS Pi:i:EPARED BY: ABANDON EXISTING STORM DRAIN PIPE IN PLACE, EITHER BACK FILL WITH SAND OR CEMENT SLURRY AND SEAL THE ENDS WITH BRICK AND MORTAR. 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 PROJECT rm. 29169 f.1C .J4_oF 37 7-=' ' \J1 I I 1 -.J '-.I sJ\ I Vl -I -, , - I I ,. • .. ,;,, • . , . . ., . ' ;.-',; , .. i: '' • ? >, '.,-, --· ~ . ' ,-. ' ·•.' ,_ .. . . f .. -" .. . :. . , -.,~ .. . ·' ... • PROPOSED SUR"ACE" , • • .OVER STORM D ?AIN • . "' • ' ' -·- '. . -.. .··.·.MINIMUM. COVER ARE 4. •· . ' • SEE. TELEPHONE NO; :-E3ELOW FOR DISPOSITTON :~. -i--,.. » . ' • 1J9.3j . ~a . . CATCH BASIN--J 1~·i ___ ~__.~--L • NO. 4; ·-- / t-----12-l': CONST. 113.87 L.F. 18" R.C.P. -20000 CONG. BACKFILL CONST. 120. 72 L.F. 18" R.C.P. -2000D LINE "A-9-ta ,... 31 --~~-·--------~-------------~·-·-33 , ------~-------------,---------·-· .. --.. ---~-----.----L~1._ru_'E_-,,_'.A_-_e-._2_"~31:a:,---~-~-----~~Hi-~-IFIZ-1·_;_:_._· ~~--------~l _______ ~_u_ru_E_"_'.A_-_s_" __ _,___ ______________ _ 2+00 1+00 -c:::'.~ o+oo 2+00 ~$ 1+00 • ~ o+oo ~ _ l\\1\1 :2+00 1 1 1 , u <t: ~~ ~,-.: ~ fg_ • -11 \t "' ~-.\ \ \ 1+00 - (/) 01 01 ~~·g UJ,o ~~ LINE "A" ~g~ ~a_ Ii ';\ \ \ \ ~+-~"'11° i~ LINE "A-9-2" ~.J2;1= ~"'-·w'-! or--:z(/)~ • g~ // ~~ •\ ~ z(/) > ~ a::: s,,,, I O w + w + <{ ••• 0 = ' I ca"d:: I 'k \ EX. 54_"._ B.C.P '--··' ,., ,., o ¾,,.~ + z lO z r--m ·o o "' / /1/ '¾ tn,.,;:. t---,;:::-.===:-:== .-=-- ~ ~-; ;!:~ s 1A 0 1:G."78~o<.~~7. ·o:J<i...i __ :;:;5 ~. ;!;~ 0 EX.18"R.C.P.'='" 1:z;) =, .tc-". \\-r\ ', ;:: :r: _ 1 <t: o • l:tvo. a-,. '?9 fr. c~--.:. &·, • I-< ~ (/)1-~ ~(/) 1-j =s:~11 LI N E . " A-8,: I-/ " -, ' ' (/)~s \nti 18" f?.ce~ ·r:. "-1oA (IJZ II z . ' ~ ~ #/ I '11, 1/ \to \\ \· . \ \. " ---3·, ~_¾ ___ , _ _,.._ - -__ .,..,:_ -\. ~"-· - ----,J--R/W (I) W (114.26) ,,; -' ,:;7'',{I / ;J' \ '-;._.--.;_ ~\ 1 uJ \ "-.. ,_ ----...... --.._ ----- -~ = ="=" -_·_ I _;_'. -•• l --• • - - - ---- -• / • /NV. ~ ~ / 1, 4. I'"'. u ? ' - -- ~ ;;;;~f~~B~ea~c~,h ~=~-~~=~=,~~~~~~~~~t~~~~; ---=j= --=:::;:\ --= = = = == = =· == = -_ _ L ---?'/✓, / -< 1;/;, _J vi <il 't-~L~-Z:~~\:::· _;-:·:.:· :'):'..------• c:t1•=oi=Ne:w:E0;:t=: -6" C P ,, ~, 110.: -• • C1tv of Newn~eac"h I/ ~ = ,-, ~ ( ~1/ _ ;__..!, = :';::::: ~ City of Irvine EX. 3 ,. • STA. 0+02.69 "' EX. 36.,.. R.C.'P. c·i::. ,I o;;;J -~C/, l._ 11~ 5 M . •City of Irvine .,1, -=~9 ,✓ I ~ BEG. 1:" R.C:P\ •. -~~ (~111c.i ] ACARTHUR 8,., = 110.: EX. 36" R.C.P. ~ \ ~~Co • n~ J•ULEVAR·o !11_~ STA. 0+49.69 ,A . '131 !t: J N18'03'00"1'" r::/i/":..-/ ENO 24" R.C.P. CONST CL 133 --------+--CONST Cl 136 ~ ~~==~J~O:IN=~E~X~IS~T~IN~G:::::::::::::::::;;::::; :41~3~2~-=--=:~======~~~:i~LJ'.6:=::::~0 l1IQ ___ 1f_ -t-------138 ~ ~1 " 140 N13'44'0!'1" -- 1 o+oo (/) :c 171 171 -I 1:-:_ ==-i==--=:=±::= 11-2 ------'''--~------------,. ------------ r------.. I~~✓-~. --• •"' Q \ oovicEll •1~~'>.IAL~ TO &l;._!~J.:t:· i~)l_l~_Y-___ i;_u_~_ ~~.C.~.,.;;~E~---~Li:~~-------_ _.... .. ~ ~ ,:::: ~ ---=;;:_~---~~------~----, 1 z3. Q • •• . . . . . . . . . . . "'- • '-...r::':,_3,.--,..?.::..:....::~-=--1-l __ - \ ~ / ,,,__ I ---' -------------~:::. -= = = = = = k - -1NV-• • • • ~ • ;: ~ -\ ~ ~ , • I • :: ~ ~ ~------------: -_ -,--~-j = = --------~ ~ ~ ~ J \ --- -,,,__ --~---~~ v<\ NOTE: • ---'0~ ~ ~o_u '~v~'o?'<. ----------·. '----___ -N• --,,,, ~"~ \~, I _____ _ IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY ~ , , ~ ., ~ -\_) THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES O . o co a::: • .i,-o:> --- (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL O O O er, ot i;=' ABAN. EXIST. s·xs· ----) NOTI_FY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 ':;: 2 ~ + co • 1:,"<JI?;. -R.C.B. W/ 24" R.C.P. INSIDE ------.....__ \\\ • 'AT LEAST 72 HOl,IRS PRIOR TO ANY EXCAVATION TO LOCATE I") z i ~ ~ o:..i CONTRACTOR SHALL REMOVE '\ , ,\\ EXISTING UTILITIES. t0 (/) <t: o ·o -:=:;-~ \ CATCH BASIN ANO LOCAL DEPRESSION V ~\\ ~ <t: •• -I-Z O ".A < " • · \ \\ CONSTRUC11ON NOTES: <i m 01 (/) w e,· .-<--AND SHALL REMOVE INTERFERRING -\\ 1-:r:. ~"'t; ·<fl PORTIONS OF EXISTING STORM DRAIN, \___ CONTRACTOR SHALL REMOVE INTERFERRING \ \\ @--coNSTRUCT 18" R.C.P. (D-LOAD PER PLAN), BEDDING PER DETAIL ON (/) U ~ ' • r" REMAINING PORTIONS SHALL BE ABANDONED OF EXISTING s·xs· R.C.B. AND 24" R.C.P. \ . SHEET NO. SD-1. ,• • ~ ~ ~ LINE "A-9-1 " .; t ~ FOR INSTALLATION OF NEW JUNCTION STRUCTURE. II '31' CONSTRUCT CATCH B_ ASIN LOCAL DEPRESSION PER CITY OF IRVINE-~ o:;:: \ y\ • • BRICK & MORTAR PLUG EXPOSED END OF ABANDONED ~ ~ ~ ~ . . STD. PLAN NO. 303. • • ... I ~. STRUCTURE. JOIN 24" R.C.P. TO NEW JUNCTION STRUCTURE. ,33 t-,:i,~ ~ ~CONSTRUCT CATCH BASIN TYPE II PER CITY OF IRVINE STD. PLAN NO; 301. - ' I \ \, • \\ r"l \\ \ \\ . hA___ • • • ' • 11w 7 PWl3 PREPARED DY: CONSTRUCTION PLANS FOR r .. PROJECT 110. ~CONSTRUCT JUNCTION STRl,JCTURE NO. I PER CITY OF IRVINE STD. PLAN NO. 306. TELEPHONE NOTE; Cl &· . • • • THE ELEVATION OF EXISTING TELEPHONE DUCTS MACARTHUR BOULEVARD 169 C ""' @-c-BREAK· INTO EXISTING JUNCTION STRUCTURE AND MAKE PIPE CONNECTION. IS UNKNOWN PER EXISTING PACBELL DRAWINGS. s DATE ~ CDC ENGINEERING INC 26 M ~~ • .. -• • • -• A STANDARD.30" COVER WAS USED-·FoR DESIGN-· 1 _:!,4_..J.----1--~------------------'---------~!::!!~==TA=P==J.:=2=7=97;;-=-l· c,·v,·i "es,·gn Consultants• DRAINAGE PLAN AND PROFILE-· •' .:::_N·o; . ~REMOVE EXISTING CATCH BASIN AND ABANDON EXISTING LATERAL REMAINING. PURPOSES. POTHOLE EXISTING FACILITY 72 HOURS ,-. D:IAI:~ DY: • • • .u ~ • ABANDON EXISllNG $TORM: DRAIN PIPE IN PLACE. PRIOR TO CONST., IF EXCAVATION IS PROPOSED l--~3~-+:...'.....:...C...j..:::::.::.::.:.._::::.:.::.::::.:.....:.:....:::::.....:.::...:.:.::::..~=;:..:=:....:.:.:.:.:::.... ___ l-!'.:::!::.:::'..!!!:.====J.:=2=D/AtTE7=l 5\G:1'frigleys.,. Irvine, CA 92718 (714)830-6801 f-----.c-· --~ _r_._v ___ O_f---~-R-.-v---~ -N-. -IE-.------! SHEET SD-4 "!?~ ~11·.··•··.·. ~ WITHIN ITS VICINITY. l'L-I-',1 12.1:.VISED ':.lD!!WAUC TO I!,£ 1'2 FEET ~IIJ~ CURI!, FACE. omm::moY: T.A.P. _ , . .' ~REMOVE INTERFERING PORTION OF STORM DRAIN. ', DATE 15 OF 3L tw----_ co_NSTRUCT co. NCRETECOtl.AR P_ER CITY OF IRVINE STD. PLA_ N NO. 310 . • • ~·o·'"'"* q\'3.::i PUBLIC WORwS DEPARTMENT -w L-~~:::::...~_:... __ _; _____ ..;.:,_ _______ ~-------'-----------'---------------1-N~O~-...l.~D~A~T~E:...1. _____ _;___DR~E~v~1~s~1~o~N!:i!.£SL, ________ ___J~C~~-CIIEl)~~DY:==v=.s~.==l.:=2=/9=7=-l:_~~=CENT::.:..::Sr.ARP~~~~TI-~~=~=L~N0~.3352=0=-~M=fr=--1-----=--===-=-..:.::·.:::.:~~:.:::....::.=:..:::.:.:.:.::=.::.: ____ _J __ :_ __ J~~ -~--· .. ( . . -..:.:. ...... ::::: • ---'_ I ' . . .,.., ' . ·--··, _:, ... ~ • I ~ i ' ·.: ) ,..__.,:.,t • \. .I ' . V, : i j t t ' '. ' . ,. ·-, ! ' . -~' ,. -~. ---;;.-, ,, : - -. --··-•, . ' .·'-:<~;'.:, . -_~;'" -. . . " . ' .,: h •••. ·-·<, ,,: a';·-: • . ' . ~ ... , MACARTHUR BOULEVARD STA. 111+00.33= BONITA CANYON DRIVE ,.,_ / / / / . : ,. . , I __ / n 7 I I -r I i " * l I ,- -------=======t====l ----,,------ 0 0 . 0 0 +N m I N <.n ,;---1-- jS <.n w :z 1--w w I <.n __J w w ::r:: <.n u ~ 2 -----~-.;-;-·. -, ' , - --SIGNING ANo~--si:R-IPING ,NOTES: l10oj PAINT 12" SOLID WHITE LINE. CROSSWALKS SHALL BE PER CTTY OF IRVINE_ STD. PLAN NO. 203. j, 01 i_ PAINT PAVEMENT LEGEND INDICATED . j102j _ PAINT 4" BROKEN WHITE LANE LINE PER CALTRANS DETAIL 9 WITH SOLID 50' END SECTIONS. (TYPE C RAISED PAVEMENT MARKER) [103j PAINT MEDIAN WITH TWO 4• SOLID DOUBLE YELLOW LINES WITH CENTER 3'' PAINTEQ - BLACK PER DETAIL 29. -• • ; --• ' -._ - 11041 PAINT 8" SOLID WHITE CHANNELIZATION LINE PER CALTRANS DETAIL 38.· 105 PAINT a• BROKEN WHITE LANE DROP STRIPE° PER CALTRANS DETAIL 37. 106 -PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL -jg_ 107 PAINT 6" DASHED WHITE BIKE LANE LINE PER CALTRANS DETAIL_ 39A. 108 -PAINT 12· WHITE HASH LINE 45· AT so· o.c. 109 PAINT 4" WHITE EDGE _LINE. -INSTALL S_IGN PANEL INDICATED ON 4"x4" REDWOOD POST PAiNTED "IRVINE BROWN". RL _ EXISTING SIGN OF TYPE INDICATED TO BE RELOCATED. -_ ANY· EXlSTING' STRIPING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING AND .RAISED PAVEMENT MARKERS REMOVED. . ' . , --. C Ct. VJ. I --, I i . I ~ -c:: 9-. V"I -.J '-I <J\ ·I "' / w z .:J wo 5~ 0.. ~ ~ . J l TYPE VI (TYP) W75[i] '; ·' ) \ \ • I / \"' ----- 450' 141 +01.88 MACARTHUR BLVD =25+00.32 BISON AVENUE ---····•· ---· -· ---------·-"-----------~ -.. ----------- ---............. ,_ r 0 0 0 0 + LO 1'0:::;:: .,-0 <( _j 1-w (./) m wW zW _(.f) _j :r u ~ 2 SIGNING AND STRIPING NOTES: 11001 PAINT 12" SOLID WHITE LINE. CROSSWALKS ·sHALL BE PER CITY OF IRVINE STD. PLAN NO. 203. • PAINT PAVEMENT LEGEND INDICATED. PAINT 4" BROKEN WHITE LANE LINE PER CALTRANS DETAIL 9 WITH SOLID 50' END SECTIONS. {1YPE C RASED PAVEMENT MARKER) PAINT MEDIAN WITH lWO 4" SOUD DOUBLE YELLOW LINES WITH CENTER 3" PAINTED BLACK PER DETAIL 29. 11041 PAINT 8" SOLID WHITE· CHANNELIZATION LINE PER CALTRANS DETAIL 38. 105 PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CALTRANS DETAIL 37. 106 PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL 39. PAINT 6" DASHED WHITE BIKE LANE LINE PER CALTRANS DETAIL 39A. PAINT 12· WHITE HASH LINE 45' AT so' o.c. PAINT 4" WHITE EDGE LINE. INSTALL SIGN PANEL INDICATED ON 4"x4" REDWOOD POST PAINTED 'IRVINE BROWN". EXISTING SIGN OF TYPE INDICATED TO BE RELOCATED. REMOVE EXISTING SIGN. REMOVE EXISTING STRIPING OR PAVEMENT LEGEND BY SANDBLASTING. REMOVE RAISED PAVEMENT MARKERS (IF ANY). NOTE: STRIPING AND INSTALLATION OF RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS STD. PLANS A2.0A -A2.0D (JULY 1992). CALTRANS TRAFFIC MANUAL, AND CITY OF IRVINE STANDARDS. THERMOPLASTIC PAINT SHALL NOT BE USED. ANY EXISTING SlRIPING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING AND RAISED PAVEMENT MARKERS REMOVED. D.. ru C.h I r-:;-~-r------...,;__------.------T"""'.".'."=::-:------~-.-------------____;,,..:.._,-___;;, _ _j ,,, .. , 7 Pl.ANS PREPARED BY, PROJECT tlO. 6 . INTERII\.~ SIGNING ANO STRIPING PLAN FOR. 0 ., : OATJ; ~1' JCDC ENGINEERING INC. PJiACARTHUR BOULEVARD ~2:;;;;9;;;;;;16;;;;:;9;;;;;;;~"1=C=l ~ L==3~==~======t======================================= = = = = = = = = = ~ - f D R ~ • ... ::..:•!.!:v'c==;;;I.R;:.==r 9 ~0/A~gT~E 6", lt::;:,c"''· ~~=~ Civil Design Consultants ..._ ____ __; __ .,;.;;.B.,;O_N_1_T_A __ v_1_L_L_·A_G_E_. ---------,---1 co I ~ 10/13/97 REVISE APARTMENT SITE IMTERSECTION ,, ; 1\1 DESIGNED av, B.C. go:: 5 Wrigley, Irvine, CA 92718 (?J.4)830-6801 r C ~TV O IF ~ IR v~ NIE s~~T OF 1:;2--1~ No ~i•o-r 3",.., •'/o.k· 10/'17 . •: '----:--:-----------'------------------------------------------L~~-_J__£:DA~T~ELl, _______ _Jfil;Jllliill~~----.:.--...;..-~C~HE~C~KE~D~BY~,=~V.~S.a=db9~/~96hL::~~~~~,~~sc~~~~~TI=~R~.C.~l~N:Q~33~52~0= ~ ~ : ~ ~ = - J _ _____ P~U~B~L~l~C~W~O~R~l(~S~D~E!P~A~R~T~ru~~E~N~T~ ____ J_ _____ J+ -I I I . I 'I ' ' ,, --pr I ' \JI -.-.. '. -,. .. '. " 'c ' ·•, • .. .. -·•-.. ·"<"j ..... ."j ~ r--"'."""--,---...;."'.""" __ ..;.....;...-':-----:---·'-·---....;.------------,--------,.....;----...,.------..;...-----,----"'."""--...;--------,------.;_-·_· ••• ~, -,-,--'e-...;...;.;_.;,..._ ...... ...;_...;--,;--'--..;...--,,.;_...;...,. __________ ...; ___ .,... ___ ..;...---=---_;_--'-------·:..:,:..·;,.· .---'--···..:.'.....:.....;...:._:.._ _ _;_..;... __ ...;_;_:....::,;__ __ ...;,;_ ..... ..;.....;..._7 ~/ : .... < . ,, ... ' - " ' " '' '/· · .. •.,, . .. ,. . , '·, -.. ·,I;.. •·• V '. ,', -< == ._ < • ',< ' • 0 0 . . .. =-= 1o;; = I ; ' \ . I • MACARTHUR BOULEVARD STA. ! 11 +00.33~ . BONITA CANYON DRIVE FIJTURE MEDIAN AND STRIPING PER CITY :_ OF NEWPORT.BEACH DWG, NO. R-5689-S •• ' / / ---- \ I ----- ------ ' .• • ' ,• --- . ' ---- • ----- ----- -- (jJ ')J C. <J> ::t ---+- llri /1 mo,_ ~G9,R26EB ----~--ro·-=== n N N --n -- --- ·t-· ---• ----:::: . (X) tj- 1 .,, r, ______ , _____ --------. --~----~---·--------+--~----- 0 0 . 0 0 + r----~ s: ~o <( _J f-w U) m wW zW -(./) _J :r: u ~ :::?: 0 0 ' 0 0 +-s:;1- <.D ·I NU) ~f- . . SIGNING· AND STRIPING NOTES: j10ol PAINT 12; so~o wHrrE UNE .. cRossivALKs SHALL _aE PER cnY: ~F 1RVJNE sTo. PLAN. NO. 2.03. . . • . . . • • §2) PAINT PAVEMENT LEGEN[J -INDICATED. • j102I PAINT 4• BROKEN WHrTE LANE LINE PER CAI.TRANS DETAIL 9 WITH SOLID 50' END SECTIONS. (TYPE ·c RAISED PAVEMENT MARKER) • j103I PAINT MEDIAN WrTH lWO ~-SOLID DOUBLE YELLOW LINES WITH CENTER 3• PAINTED ' , BLACK PER DET/ill · 29. j104I • PAINT a· SOLID _ wHrrE CHANNELIZATION LINE PER CALTRANs DETAIC 38. • _ 105 PAINT 8" BROKEN WHrTE LANE .DROP STRIPE PER CALTRANS DETAIL 37. 106 PAINT 6" SOLID WHrTE BIKE LANE LINE PER CALTRANS DETAIL 39. 107 PAINT 6" DASHED WHITE BIKE LANE LINE PER CALTRANS DETAIL 39A .• 108 PAINT 12" WHrTE HASH LINE 45' AT 50' O.C, INSTALL SIGN PANEL INDICATED ON 4"x4" REDWOOD POST -PAINTED "IRVINE BROWN". RL EXISTING SIGN OF TYPE INDICATED TO BE RELOCATED. [§] "REMOVE EXISTING SIGN. ~ [O REMOVE EXISTING STRIPING OR PAVEMENT LEGEND BY SANDBLASTING. REMOVE RAISED PAVEMENT MARKERS (IF ANY). EXISTING (TO REMAIN IN PLACE) -- NOTE: STRIPING AND INSTALLATION OF RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS STD. PLANS A20A -A20D (JULY 1992). CALTRANS TRAFFIC MANUAL. AND CITY OF IRVINE STANDARDS. THERMOPLASTIC PAINT SHALL NOT BE USED. ~NY EXISTING STRIPING CONFLICTING WrTH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING AND RAISED PAVEMENT MARKERS REMOVED, . . ---·. __ , __ ..,, __ ,. I CJ; I I ' ' I I I ' I \ .J'I -.J -.J ~ I "' ---...... ,:::..·-~-"'"--'f". ~__,-' ' l;~ ~-:,.~-., _/_ FUTUR TREET } I , •· ··:l -:·· ... ,.:_,, __ -?-> ·~ 450' ------ 450' ~ ) I] ' .I, ~1 ----::.::: .. - --·------- b 0 \ I -a, "' fTJ ... G) + -<O 2 0 co 5i: fTJ 0 0 . 0 0 + LO n3: .,.-0 _J ~w (/) OJ w z _J w w (/) SIGNING AND STRIPING NOTES: 11 ool PAINT 12· SOLID WHITE LINE. cRosswALKS SHALL BE PER c1TY oF IRVINE STD. PLAN NO. 203. ~ PAINT PAVEMENT LEGEND INDICATED. 1,021 PAINT 4" BROKEN WHITE LANE LINE PER CALTRANS DETAIL g WITH SOLID so· END SECTIONS. (TYPE C RAISED PAVEMENT MARKER) 1,031 PAINT MEDIAN WITH nvo 4" SOLID DOUBLE YELLOW LINES WITH CENTER 3" PAINTED BLACK PER DETAIL 29. 11041 PAINT 8" SOLID WHITE CHANNELIZATION LINE PER CALTRANS DETAIL 38. lrnsl PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CALTRANS DETAIL 37. Ii 061 PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL 39. §i] PAINT 6" DASHED WHITE BIKE LANE LINE PER CALTRANS DETAIL 39A. lrnal PAINT 12· WHITE HASH LINE 45· AT 50• o.c. 0 INSTALL SIGN PANEL INDICATED ON 4"x4" REDWOOD POST PAINTED "IRVINE BROWN". [iig EXISTING SIGN OF TYPE INDICATED TO BE RELOCATED. [ii] REMOVE EXISTING SIGN . ~ REMOVE EXISTING STRIPING OR PAVEMENT LEGEND BY SANDBLASTING. REMOVE RAISED PAVEMENT MARKERS (IF ANY). 0. EXISTING (TO REMAIN IN PLACE) NOTE: STRIPING AND INSTALLATION OF RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS STD. PLANS A20A -A20D (JULY 1992), CALTRANS TRAFFIC MANUAL, AND CITY OF IRVINE STANDARDS. THERMOPLASTIC PAINT SHALL NOT BE USED. ANY EXISTING STRIPING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING AND RAISED PAVEMENT MARKERS REMOVED. . n.J ..----,----.----------------------..... ----'----.------------"------------------------'----------------------~_.;;--------! ·-• ' :,::) PROJE!;T i!O. 7 PLANS PREPARED BY: 6 ULTIMATE SIGNING Al\!D STRIPING PLAN FOR ~.1ACARTHUR BOULEVARD BONITA VILLAGE , ' ·- l-..:'.:_-+---1--------c-'--....c_---'----~---~-~!!!DRA~Wll:_B!!;Y·;:;;;;;;;;I.R;::;. =;;;;.J.;;;;9= 0 ;=::;;;;;.I c~ ~~~! ~~~1g~E~~~~I t~~ ~; 3 DATE (714)830-6801 11------------.=;;;.;.;.;;... __________ --.I SHEET_· -TS-4~ ·, ~ 10/13/97 REVISE APARTMENT SITE INTERSE,CTION II 5 q1. DESIGNED BY, B.C. :~: 5 Wrigley, Irvine, CA 92718 • C ~ l V OF -'~ IR v~ NIE ', '_19 OF 37 ~0 :;-'f 1O!1.1S I '(, ;,..,,£-~+-11ot;:~-~'0~ft:t~7 PU!'.IILIC .a•0Rl"S DEPARTn\Jll=MT c_, L---'-------------,------,-------------------------:---'-..;...------,--------...;.;--'--..L.....!N!:0~."-,J....!D::.!A::.T~E=...i ..... _______ ,..:.. _ _;_w:.J:..bal.U.!.!.lll:S,::!_ _____ ...,.. ____ J.::c::::"';::cK~E:!o.:•v::·=;;;v;;;;.s;;.==L;;;;;g:;;;9;;;;5=L...-v,.:.NCE.::.."r.:.s:.:c:.:MP:.:A.:.n __ R;,.;c:.:··E.:.·· .:."o.:.·.:.":.:s':,:o _ _.:;_DA;,.;TE:,_ _ _L _____ .:..,::.D=.:::,::_.:,:.'il~:::.:.::.:"::::._·::.::.:...:.::.:.:..::l:::-::::.1":.:.. _____ ..J. ______ _J J .J1 -..J 7 -.J <J'\ I V' ' ' 9 0 )-;--< ) ( t-t I I ------- LEGEND _ PROPOSED SIGN DELINEATOR TYPE II BAR_RICADE ' TYPE 11· BAR-RICADE, WITH SIGN. TYPE Ill BARRICADE_ TYPE Ill BARRICADE, WiTH SIGN --' FLASHING -IIRROW BOARD , HIGH LEVEL WARNING DEVICE . K~RAIL, WITH REFLECTNE MARKER l••i~•l~•t••j TEMPO~ CRPSH CUSHION, ARRAY "TJ" · • . . -.-(PER CALTRANS STD. PLAN_ T2} KS\Sl -WORK AREA ' -· ---_, ' -~-', _ _ DIRECTION OF TRAFFIC, 'NOT A PAVEMENT_ MARKING ,..,_. -, - . r: ,.•·· -,-·,~-. •,. ,V,' ·'"' MACARTHUR BOULEVARD _ STA. 111 +00.33= BONITA CANYON DRIVE CONSTRUCTION NOTES INSTALL STRIPES PER CALTRANS DETAILS, UNLESS SHOWN OTHERWISE. INSTALL PAVEMENT MARKINGS PS INDICATED IN ljlAFFIC PAINT . INSTALL SIGN PER O\LTRANS SIGN CODE· REMOVE CONFLICTING MARKINGS. SEE GENERAL NOTE 16. -\ \ i ' . -.. , . . ·.:, .· ~ ,· ' ' . • 1. ALL' WORK AND MATERIALS' SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, • 2. ~¾-:ig~gNAND MARKING SHALL foNFORM To THE-STATE oF • -CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS; LATEST EOrTION INCLUDING STANDARD PLAN A-20, DETAILS. - 3. -THE CONTRACTOR SHALL PROVIDE FOR' AcCESS, TO 'ALL -ADJACENT PROPERTIES. _. -_ . • _ -----•• . -. • • • - 4. , FLASHING YELLOW BEACONS, TYPE •a•, SHALL: BE U_SED ON ALL C18 SIGNS _ _ • .. ·• --- - -------------- l • • -- --~--w - - -- ~1"~4rt<: '"' ------'-, "\ ~-~ I / -\ \ / _--\ \ / / \,_\ I ! \ \ / ,/ \ { / ', \.,. 0 0 . 0 0 + r--- ..-3: ..-0 _J ~w VJ m wW zW __ if) _J ::r::: (_) ~ 2 0 0 0 0 +c.o c.o I N (/) -,--1-- <( 1--1--w (/) w ::r::: WVJ z -w _Jw ::r::: (/) (_) ~ 2 . AND ON ALL 1YPE 111-BARRICADES _GUARDING THE WORK AREA OVERNIGHT. 5. . ALL SiGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. • - 6. ALL TUBULAR DEUNEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REfLECTORIZED. AND MAINTAINED· ERECT IN THE'INDICATED POSITION AT. ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED PS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL IN_Cl:.UOE A 12"· HIGH-,-INTENSITY REflECTORIZED SLEEVE, IF USED DURING NIGHT'-TIME HOURS. • 7. THE CONTRACTOR-SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, - -OELINEATORS, BARRICADES, ETC .• TO ENSURE PROPER FLOW ANO SAFETY OF TRAFFIC DURING CONSTRUCTION.. . _ -_ . 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., ·PROPERLY INSTALLED PRIOR TO'_ COMMENCING CONSTRUCTION . 9. -.CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER PS-TO • CAUSE, PS LITTLE INCONVENIENCE PS POSSIBLE TO_ ABUTTING PROPERTY OWNERS. - 10. ADDrTIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN. THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE • PLACEMENT OF ANY ADDfTIONALDEYICES NECESSARY TO ASSURE SAFETY - • TO THE PUBLIC. AT ALL .TIMES DURING CONSTRUCTION. 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALi.: BE AS DIRECTED -BY. THE ENGINEER BPSED UPON CONSTRUCTION CONDITIONS: 12. --NO-TEMPORARY LANE CLOSURES ON ARTER!At STI'lEETS WILL BE PERMITTED -BETWEEN THE -HOURS OF 7:00 A.M. TO 9:00 A.M. OR 3:00 P.M. TO 6:00 P.M. 13 .. _ MOVE DELINEATORS AN_D/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES· ETC. FROM TRAVEL LANE. SEE NOTE #11. , - 14. _ REMOVE_ OR TURN SIGNS-DORING NON-WORK HOURS. -• ' 15. TEMPORARY· STRIPING WITH PAVEMENT MARKINGS SHALL BE INSTALLED BY A SINGLE COAT OF PAINT> --- 16. _ ALL CONFLICTING LINES, EXISTING _CURB PAINT, AND MARKINGS SHALL BE_ REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION _OF .NEW/rEMPORARY STRIPING. ALL CONfllCTING RAISED PAVEMENT MARKERS SHALL BE REMOVED PAVEMENT THAT IS DAMAGED _ DUE TO REMOVAL OF MARKERS SHALL BE REPAIR~D TO THE SATISFACTION •• OF THE CflY ENGINEER. -, 17. K-RAIL SHALL BE REQUIRED ONLY WHERE AN EXCAVATION IS LEFT OVERNIGHT WITHIN 20 FEET OF -THE .EDGE OF_ THE TRAVELWA'f; CONTRACTOR IS NOT REQUlRED TO:PLACE K_:,RAIL FOR THE ENTIRE LENGTH OF THE PROJECT, UNLESS THt _ • • EXCAVATION EXITNDS, FOR THE ENTIRE LENGTH OF THE PROJECT. -' -- 18. All K-RAIL ENDS' EXPOSED .TO TRAFFIC SHALL BE TAPERED AWAY FROM - TRAFFIC AT 10: 1 UNTIL 20 FEET FROM THE TRAVELWAY OR CRUSH CUSHION - _ SHALL BE PROVIDED. --' BIKE LANE CLOSED , \C • r ID ORANGE BACKGROUND WITH BLACK BORDER AND SYMBOL DETAIL "A" NO SCALE ONE WAY REFLECTIVE MARKER (3"x 5") -;;:cc:..:,,., WHITE REFLECTIVE MARKERS FOR RIGHT EDGE AND YELLOW REFLECTIVE MARKERS FOR LEFT EDGE. K-RAIL NO SCALE \ ' -• Sc'1 -, ,p.,o y NO. 33520 . EXP. 6-'30,- .. .,.. crv.tt.--"' ' .. ' , . ·-~ >1 "· J ·1 . ,.J f ; ·' '} _.,...,: ,.-! , -i I f u [[) nr [[) ._,._ (') . _, u,_ - I (ll f-·· -. I -,j. - I "·I <t:· -i ""';---~ -. (.-) -1-c ' --W-7 w- .,L (ll V?,,· 1-'- L!__j.' • LJ -- er: - 1--·\·\\ /1 ",, I I , '-,---,--,--,---,------,---------.....,.-------,---,,----------..-PL ..... -.-.-•• •-A•-••-•-•• ---------~----.;.\_;..;.T_R_A_f_F_IC_C_O_N_T_R __ O_L_P_L_A_N_I._F_O_R _____ l'_RO-_ ~-EC_T_ll_(),-. ----1_-~-- 6 ' -_-.. _,-·· '-.,-- _ s DATE ~ PHASE 1 .. ~JJACARTHUR BOULEVARD -.29169 r~1c ·-~-• 4 ---llRAWII av, LR. 9/96 _-_ CDC ENGINEERING INC. ' . BONITA VILLAGE ---' ;y<i -•~ i------::.___l-------"l----_c__. __ ___:___ __ __:____:__==-:;__:__c_:c_ ___ i.:::::::.!!'.;;;;~~=.l,;;;~=I _ Civil Design·· consul taii ts ·•.-c;·, -3 DATE ( ) -----'--------------------SHEET .TS-5 '~ DESIGtlED BV BC. ~: 5 Wrigley, Irvine, CA 92718 '' 714 830-6801 C ~ TV O IF ~ ~ v~ NIE_, 20 OF 37 / °" 0 --, ~. o,,;t: &.w-f;dr. Cf {<t? U -- ".""'"-:,,:--"'."-----~,,"':-,~---~----------""'.'."-.,.... ...... ---------_;_---------'---------,..l-....:.:.NO::::·:....1.....::.DA~T.:.:E:...J.. _ _,;-.:,_ ___ .!,;R!JE=-V~IS~IO~us?.... ________ ..J.::c:::::"":::::c•:.:::•D~B~Y,=:;;V.;;:;S.=;:;;:;.l;:::;;:;9/;;;;9:;::;6 ;::;.1._..:v'NC::..EN::..'..:S::.CMO'::..A..:"_..::.:.:·C.E:.·..:NO.:..-'::..35::.20:.........:°'.:..TE:......._L. ___ ....:.P..::.:B:.L;:;.::IC::. __ W::.· :.:O:.:R:;:::K:.:.::S::... ·..:D:.:E:.:.P..:A.::R:.:·.:.T.:::~-1::E:.:.N.:..T~--:.......-.L. ...... _...;.._-_-_J CJ r Vl 1 0 O_ ---➔-t-----.,. . • 7> --" ·.:~ \), _l,. I] =·i:,·=·=-=================,.= __ .,,=_,,:=;_;=_ .=1t;=. =-==--'--------.. -.. ;:£,;· "-----· ----------------·-:.:,..,,,,;:-➔,-· ::: ~:,JS,-~~-.t:.~ 0 -·--·-""'.· ------- <= --· ➔----·····-····--·--·-· ····s:::--·------·----,_--······-· -------··-"-----. --=:::::::--------------------------•l ' '' --------- I -----,x--· ------------------ ----------·-.. 1__::J_ ' ' -------~---~--=-~.:.-. ..:._·. :::; ----t--- ' ' 7 --·---··--------I 7 2 -- ...... -;_ ---- STA. 141+01.68 MACARTHUR BLVD STA. 25+00.32 BISON AVENUE ' \ .. DRAWtJ BY: -- ----. -C 13 IT}---' DATE I.R. 9/96 0 0 . 0 0 + LO 1'05 ~o --<{ _J -, t--w - U)m wW zW _U) _J ::r:: u 1-<r: 2 • PLANS PREPAREO SY: 1. 2. 3. 4 . 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. CONSTRUCTION NOTES G >-----< >-----< +--+ INSTALL STRIPES PER CALTRANS DETAILS, UNLESS SHOWN OTHERWISE. INSTALL PAVEMENT MARKINGS AS INDICATED IN TRAFFIC PAINT. . INSTALL SIGN PER CALTRANS SIGN CODE REMOVE CONFLICTING MARKINGS. SEE GENERAL NOTE 16. LEGEND PROPOSED SIGN DELINEATOR TYPE II BARRICADE TYPE II BARRICADE, WITH SIGN TYPE 111 BARRICADE TYPE Ill BARRICADE, WITH SIGN FLASHING ARROW BOARD HIGH LEVEL WARNING DEVICE K-RAIL, WfTH REFLECTIVE MARKER TEMPORARY CRASH CUSHION, ARRAY 'i'J" (PER CAL TRANS STD. PLAN T2) K\\\J <:= WORK AREA DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING GENERAL NOTES ALL WORK AND MA,ERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, LATEST EDfTION INCLUDING STANDARD PLAN A-20, DETAILS. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL Cl 8 SIGNS AND ON ALL TYPE Ill BARRICADES GUARDING THE WORK AREA OVERNIGHT. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED. OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSrTY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS.· - THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES. ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL SIGNS, OELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD.' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. EXACT LOCATION ANO TYPE OF CONSTRUCTION SIGNS SHALL BE AS DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. NO TEMPORARY LANE CLOSURES ON ARTERIAL STREETS WILL BE PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 9:00 AM. OR 3:00 P.M. TO 6:00 P.M. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. SEE NOTE #11. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. TEMPORARY STRIPING WITH PAVEMENT MARKINGS SHALL BE INSTALLED -BY A SINGLE COAT OF PAINT. ALL CONFLICTING LINES. EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. All CONFLICTING RAISED PA1/EMENT MARKERS SHALL BE REMOVED PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. K-RAIL SHALL BE REQUIRED ONLY WHERE AN EXCAVATION_ IS LITT OVERNIGHT ~gH~i:Al~ [:rAl~FFci~\JfGtNT~~E T~~N~:vt~w~~E c~~~f{0~~~EfiTTJl0UIREO EXCAVATION EXTENDS FOR THE ENTIRE LENGTH OF THE PROJECT. ALL K-RAIL ENDS EXPOSED TO TRAFFIC. SHALL BE TAPERED AWAY FROM TRAFFIC AT 10: 1 UNTIL 20 FEET FROM THE TRAVELWAY OR CRUSH CUSHION SHALL BE PROVIDED. • TRAFFIC CONTROL PLAN FOR PHASE I -r .. 1ACAnTHUR -BOULEVARD BOI\JITA \VILLAGE _ PROJECT 110. 29169 ~.1c 1----:'!'.,______+----+---___:____~--:___ ____ ___:____ _ __:________:__ ____ i=;:::.::;,;;===!-~~E~ ~Pv~l ~~~~~E~~~~lt~~~~ OATIS 3 -----------------------1 SHEET TS-6 21 5 Wrigley, Irvine, CA 92718 (714)830-6801 C ~TV . 0 IF ~ IR v~ u~ E ✓ 21 OF 37 DESIGHED BY: B.C 9/96 Al ,; 17 DATE f- V) L ... .: £ CL (\.~ t'"; ' (.') i·· Vi CHECKED BY.· v.s. 9/96 10/13/97 REVISE APARTMENT SITE INTERSECTION \?:,c,,:f:: ~oe-lt --tofq7 1... _________ ;_....;. _________________________________________ .J_!!NO:::;,:....i~D~A~TE:::...i __ ;_ ____ ,-!-!J::::..l!.!.:~::LL~....;. _______ ;_ ___ -1::::::::=.:.:====;;;.1.;;;;;;;;=;;;.1.-~ __ , c_rn_r_sCM_e,_n __ e_cr_lN_o_. ,_,s_20 __ DA_rr __ .J.... ____ ..:,P_U;:.B;;;.L::;_IC;;_~.;,.'IJ;._O;:.R;.::_l(;._S:....;D;:.E::;_P.;,.A.;.:R.;,.T.;,.D;;:.,'q:.:;f.;.:N.;,.T;_ ____ ..1... ____ -.1 __ 1 <" I I i --:s I ,;, ' ~ t ~ C ?-- r\ :; a C: ._ ;' ., : . _; .:,,. •• -1-• CONSTRUCTION-\NOTES • ~ . ·, :· ' •... , ',: ,•. ;. ; . . • • r?l IN.STAL[ STRIPES PER 'CALTRANS DETAILS. • ' . . • .• :'·. • . . t1J UNLESS S!iC:WN:JlTHERWISE. , . • ; .. , ...... • • , .. • [], INSTALL PAVEMENT _MARKINGS AS INDICATE;!), .,:', . , ;, ,_.:., ... :. ·,. -·0 IN TRAFFIC PAINT •. , .... : ·, . • . ., .. • . . • ... ; . . • . < . • • [] :.-INSTALL ,SIGN ~ER CAI.TRANS SIGN CODE ' ' • • • • • • .• ·:· • • : ··' • .. • • • • • \s~ij •.··REMOVE coN~ICTING MAR_ K1~ds. ,·· • • • ,., • · • SEE GENERAL NOTE 16. · ·. 0 0 ' • . ' . . . . . ! ~ ,' ,· -f • . ' -"" . . ·~. ' ·• -~~IE: LAl'jE 'imop PER CU~RE~T W.A.T.C.H: MANUAL •• ' .. : y, ~-,._,.__, .. 9 0 le•lo•l••l••I KSS\J .. <== . CJD: LEGEND PROPOSED SIGN • DELINEATOR TIPE II BARRICADE --' TIPE II BARRICADE. WITH SIGN TYPE Ill BARRICADE lYPE Ill BARRICADE, WITH SIGN FLASHING ARROW BOARD HIGH LEVEL WARNING DEVICE K-RAIL, WITH REFLECTIVE MARKER TEMPORARY CRASH CUSHION, ARRAY 'iJ" (PER CALTRANS STD. PLAN T2) WORK AREA DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING .... ' . ,' . . .. MACARTHUR BOULEVARD STA, I 11+00.33= BONITA' CANYON DRIVE -- \ , I I•., - - / / I .. ,,40. GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. • 14. 15. 16. 17. 18. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION INCLUDING STANDARD PLAN A-20, DETAILS. THE CONTRACTOR SHALL PROVIDE FOR ACCESS .TO ALL ADJACENT PROPERTIES. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED _ON ALL C18 SIGNS AND ON ALL lYPE Ill BARRICADES GUARDING THE WORK AREA OVERNIGHT .. ALL SIGNS SHALL BE REFLECTORIZED • AND STANDARD SIZE. . ALL TUBULAR DELINEATORS AND. CONES SHALL BE 28" MINIMUM. HEIGHT, REFLECTORIZED ANO MAINTAINED ERECT IN THE· INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY • TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. THE CONTRACTOR SHALL MAINTAIN. ON A CONTINUOUS BASIS; ALL SIGNS, DEUNEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFElY OF TRAmc DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION: CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERlY OWNERS. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD; THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFElY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION, EXACT LOCATION. AND lYPE OF CONSTRUCTION SIGNS 'SHALL BE AS DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. NO TEMPORARY LANE CLOSURES ON ARTERIAL STREETS WILL BE PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 9:00 A.M. OR 3:00 P.M. TO 6:00 P.M. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORK-" , ING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. SEE NOTE #11. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. • TEMPORARY STRIPING WITH PAVEMENT MARKINGS SHALL BE INSTALLED BY A SINGLE COAT OF PAINT: • • ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL,CONFLICTING. RAISED PAVEMENT MARKERS SHALL BE, REMOVED PAVEMENT THAT IS DAMAGED . DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED· TO THE STAISFACTION OF THE CITY ENGINEER. K-RAIL SHALL BE REQUIRED ONLY WHERE AN EXCAVATION IS LEFT OVERNIGHT. WITHIN 20 FEIT OF THE EDGE OF THE TRAVELWAY. CONTRACTOR.,•IS'·JIIOT RE- QUIRED TO PLACE K-RAIL'FOR THE ENTIRE LENGTH OF·THLPROJECT, UNLESS THE EXCAVATION EXTENDS FOR THE ENTIRE LENGTH OF THE PROJECT. • ALL K-RAIL ENDS EXPOSED TO TRAFFIC SHALL BE TAPERED AWAY FROM.··• TRAmc AT 10:1 UNTIL.20 FEET FROM THE TRAVELWAY OR CRUSH CUSHION. SrtALL BE PROVIDED .. -·- • ' •. .-,. (') • LJ CU . I ()' , ... I (/J l--- 1 u ·~ -,; / V, 1- .Ld · L,J :r. ✓ ,,;-' V) ~·--- l.J.J LJ .. .&..:, l-v. / 7 PLAHS PREPARED BY: TRAFFIC CONTROL PLAN FOR Pll,(?J!:CT NO. ~ i I • i ' I i I ; 1 • ' ' ' . I 6 DATE PHASE 11 -MACARTHUR raoutEVARD-; l291s9 nnc ~;: ~·2!_-1-:__.,c:....1_~:__ __ ~_:__:__:__:___~__:__:___.,;..:::..:..::....__:_---J.:::DR:::A<,:::..•• a::,::''==I.R;;:;. =+;;:;9/:;;;;9;;:;6 =-I~~ ~~v~l ~~~~E~~:~~1 t :!! ~~ BONITA ·VILLAGE J , • ' .. : ": • • • • • • i_ ~ . ; ' DESIGllEO BY, 8.C, ::~: 5 Wrigley, Irvine, CA 92718 (7~-4::07-6801 -----C--ij-r--~-v--o--,-f-.-.-.-~-fR-.-v-~-~--.-,-5'"··.-. ------s;e;TOF 1:;1 • ~ ~,:t:&c<!•~o:I( •L~ NO. DATE -REVISION CHECKED BY: v.s. 9/96 I/CENT C.cAAPATI.C.E. NO. 3J520 DATE PUBLIC, WORKS DEPART~JIENT -,_ ' __ \ J.J ' "" 1--.l ' '-.l I '-"\ I \II \ 0 0 . 0 0 + WI.!) >n 0.- co <( <( t-(f) w WW (f) z _J - .. I . \ __ \__ ;/ --t I I f I I I I 0 0 -~z---A ------... r- '---W DETAIL 38 • 0 1 \'-, {/! Cl'. --+-- - - - - - - - - - - -- - - - - - - - - --- i=======r====-- --------'- LEGEND 9 PROPOSED SIGN .. 0 • .DEUNEATOR r-< · · • lYPE • II BARRICADE ) ( .. +-+ I I _JYPE H BARRICADE. WITH SIGN •.. TYPE Ill BARRICADE T'(PE Ill BARRICADE," WITH SIGN • ~ -•••• FLASHING ARROW ·soARD . T HIGH LEVEL WARNING DEVICE K-.RAIL, WITH REFLECTNE MARKER •' "l••l••l••I•~! TEMPORARY.-CRASH ·CUSHION, ARRAY '1J' (PER _CALTJ½NS STD. PLAN T2) K\\\j WORK AREA . <;=, . ; DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING . ' ,,, . CONSTRUCTION NOTES INSTALL STRIPES PER CALTRANS DETAILS, UNLESS SHOWN OTHERWISE. INSTALL PAVEMENT MARKINGS AS INDICATED IN TRAFFlC PAINT. INSTALL SIGN PER CAL TRANS SIGN CODE REMOVE CONFLICTING MARKINGS. SEE GENERAL NOTE 16. i J:L i . ..,,.. I-.. -- 0 .• STA. 141+0168 MACARTHUR BLVD STA 25+00.32 BISON AVENUE ·- --!._ --------- ------ 0 0 . 0 ·-0 + I.!) n 5 .-0 _J ., <( w t-co (f) - GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY Wl'IH THE CALTRANS MANUAL OF TRAFFlC CONTROLS IN CONSTRUCTION AND' MAINTENANCE ZONES, · LATEST illlTION. 2. ALL STRIPING AND MARKING SHALL CONFORM iO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION INCLUDING STANDARD Pi.AN A-20, DETAILS. 3. TIHE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. 4. FLASHING YELLOW BEACONS, TYPE "8", SHALL BE USED ON ALL C 18 SIGNS AND ON ALL TYPE Ill BARRICADES GUARDING THE WORK AREA OVERNIGHT. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY • TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSfTY REFLECTORIZED SLEEVE, IF JJSED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND . SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, . ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBUE TO ABUTTING PROPERTY OWNERS. • 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTIRACTOR SHALL BE RESPONSIBUE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO-THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE AS DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDmONS. 12. NO TEMPORARY LANE CLOSURES ON ARTERIAL STREETS WILL BE PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 9:00 AM. OR 3:00 P.M. TO 6:00 P.M. 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. SEE NOTE #11. • 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. 15. TEMPORARY STRIPING WITH PAVEMENT MARKINGS SHALL BE INSTALLED BY A SINGLE COAT OF PAINT. 16. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTNG OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CllY ENGINEER. 17. K-RAIL SHALL BE REQUIRED ONLY WHERE AN EXCAVATION IS LEFT OVERNIGHT WITHIN 20 FEET OF THE EDGE OF THE TRAVELIVAY. CONTRACTOR IS NOT REQUIRED TO PLACE K-RAIL FOR THE ENTIRE LENGTH OF THE PROJECT, UNLESS THE EXCAVATION EXTENDS FOR THE ENTIRE LENGTH OF THE PROJECT. 18. ALL K-RAIL ENDS EXPOSED TO TRAFFIC SHALL BE TAPERED AWAY FROM TRAFFIC AT 10:1 UNTIL 20 FEET FROM THE TRAVELWAY OR CRUSH CUSHiON SHALL BE PROVIDED . NOTE. lANl 8Ror·· PU, CURRENT \'I.ATC.I I. MANUAL J . (:..., ' __,. :u ,--7--,-----,---------------------------..------------,-?I.-AN-,-.-P.-EP_A_P.E_O_BV-,-----------.----------------------------.-PR_O_J __ E_C __ T_!i"'o ____ I TRAFFIC CONTROL PLAN FOR 6 DESIGNED BY: B.C. 9/96 1 10/13/97 REVISE APARTMENT SITE INTERSECTION DATE NO. 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NO. 33520 DATE CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD CROSS-SECTIONS C~TV OF ~~V~NE PUBLIC WORKS DEPARTMENT PROJECT NO. SHEET XS-11 34 OF 37 \ \ I ·.1 150 149 148 147 146 145 144 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 -----! --.---___ ................ I i I ' I i i I --I I I I ' I I I I ------j ' I i I I : I I I I ! I I I I j I '" 3(,'fC'--' I i I ! I ~- i I ~-· ·1 I I I i i I I I ' ! r-·----<·-----____ , _____ j 1 I I r I I I TT ___ i I I +-----i---t-------if----+-~- 7 6 --- I ____ J __ _ I i ' +----+-------t ' _____ I---- ' i ·+---·- i I ,--------+ +----i I ---1--------1-- I i -:---+-----~-- ' I ' I ------t------+------;-.. I ! ! ' I ---·---r--· ---+--"'" -i .. ~'- I ---+ _ _J__ -- 1 -t--· I ------·t I i ----_.,. --· --: _,.., - i --i----; -1 ! -i i ' ,_ ---l -;-- ' 149 -,. l-48· I , 147 • L 146- ---~-445 --! -l-144--+- 1-43 ! -t I ---'· I . I --j-- I • i : +-------'·---·--•-- i J_ --- ' .L I _, . PLAIIS PREPARED BY: +-- ---1- I -·-+-- ! -1--, ;- . +----- ''-' '--..,_ -. j ' . .. ... --t-- ' . ----.., .. • ---T -- I r------. --t I ' ---·r------+- ' I ' ' ' • --r--- 1 ' i I ' ---l ' t- ! .. -t ' ➔-- -f- ·---+ I -·-----+-· ' : ' -! -- +---------.,.----- ! -_J_ ----· L-- I --r---- ---r- 1 ' --:------T--.. _ ' ---7-----1-- ' ' r ' I ' ----!-------· I ! -·t·· -------~ ------1 l i --L . ' ' ' ' ' i-··---, ! I i _J ! ' ' --1-•-· .. -.... l _____ _ I • -·----<---' ' ' ! 150-·! --+---f-148·-: I ' I ; ' ' ' ·,H7-; f--1--4& ! ' ' I -+· --· ··--+-1-35---; i : I I PR0P0SEQ GRADING ' I ; ' I I l ·r • --~·134 • - ' I +-------+------- CONSTRUCTION PLANS FOR MACARTHUR BOULEVARD CROSS-SECTIONS ' +-\-3t· ! 130 I !-129-a PROJECT NO. l---~:--1----1-------------------------l-=-:.:••::.-:t ::.:•Y:==T-=A-=P·=:.J.=2:::::~:=;=-1~ ~~~l ~~~~~E~~~~lt~~~~ 3 DATE f------------------------------------'-t 5 Wrigley, Irvine, CA 92718 (714)830-6801 SHEET XS-12 2 Dl!SIG:::ED BY: TAP. 2/97 1 DATE ,f. ... 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PROJECT NO. ~ s DATE ~ MACARTHUR BOULEVARD 29169 MC' ~- ~.::_4____:+---+--'--,.------------------1~-~l:~~· ~DY•===T.A=.P=. =l.=2=/=97=-1(_:]§ ~~~l ~~~~E~~!!!~lt~~~ CROSS-SECTIONS -~i , ·: '( ! DATia 5 11rigley, Irvine, CA 92718 (714)830-6801 1---------------------------l SHEET XS-14 .·~ ~ ;~_ 1 DEae::aoor: TAP. 2;:~ ~;,,_ 'S,-,AJ~~ ~\o,-, C~TV Q[F ~[RV~N[E .EoF 37 -~~ ""-:""7'.'~ . ..;...,..-.;.,;::--:-----'--'.~·7··.,_,...:...;.__7 _....,.....~,.....;..--,--,'---":----------------------'-----_:_..L~N~0~ . ..L~D~AT~E:....L ______ .JlEE~V~ISS!!!IO~N~SL. ______ '--__L!=~·~KED~~~•=v=.s=·=::.L:::2:/=97=.JL~~=Nc~oo~SCAR=P=~-~~~c.~~~No~.~~2~0-~~rr:.__J__-'--__ ~P~U~B~L~IC~W~O~R~K~S~D~E~P~A~R~T~M~E~N~T~----_JL ___ __J~~ ' . • ' \i ' 'I i I ' -I . ' ,, I / ' • ' .... ~ -c:::. ,_ ' r,. _, z . 0 ro , (!) z 0 0 z z ~ ~ ~ rr ffi 0 rr a rr IT 0 a " 0: u rr 0 D ~ 0 I z '.l rr I I ' ' ' ' I ' ' • ' I I I I ' ' ' ' g I " ' : ' ~ I , ' § I a I ' ' I ' I : I I : I I l I I ' I I ! ' ' ' ' ' I : ' ' I I I • ' I I i ' I ' ' ' I r I I ' ' • ' I I ' ' ,------,., " • ' I I I I : 0: w DJ ~ ::J z rr ~ ~ u ' ' ' w ' ~ !fr ' I ~ ~ : a I . ~ z ~ - ' • CONSTRUCT~ON PLANS FOR THE ~MPROVEMENT MACARTHUR BOULEVARD OF general notes: 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC- TION), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS AND THE CURRENT W.A.T.C.H. MANUAL, EACH OF THE MOST RECENT DATE. 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 OTHERWISE APPROVED BY THE CITY ENGINEER. 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 AND COORDINA TIE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 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 AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE 'MTH THE CITY OF IRVINE STANDARD DRA'MNGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO LOCA TIE NEW SE'MER LATERALS CONSTIRUCTED AND TO STAMP THE CURB 'MTH AN "s" ABOVE THE NEW LA TIERAL. INDIVIDUAL SEWER AND WA TIER SERVICES SHALL NOT BE LOCA TIED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATIE AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPRORIA TIE LETTIER: "E" FOR EDISON, "T" FOR TIELEPHONE, 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 SERVICE ALERT (U.S.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 11. ALL CONCRETE WORK AS SHOl'/N,.,ON PLANS (CURB & GUTTIER, STORM DRAIN PIPE, MANHOLES, SIDEW\t,/ ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE If •~ENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULFATIE CONTENT TIESTS AS APPROVED BY THE CITY OF IRVINE, FLY ASH ADDITIVES AND/OR SUBSTITUTIES SHALL NOT BE PERMITTIED. 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 ARTIERIAL STREETS. 9: 00 A.M. TO 3: 00 P.M. WORK PERMITTED ON ARTIERIALS. 14. SLURRY BACKFILL SHALL BE REQUIRED' WHEN TUNNELING UNDER CURB AND GUTTER, SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION 'MTHIN PAVED STREETS. 15. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTIER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. DIAL TOLL FREE 1-000-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVlCE ALERT OF SOUTHERN CALIFORNIA FROM BON~T A CANYON ROAD TO B~SON A VENUE TRACT NO. 15317 -PROJECT No. 29169 MC storm drain notes: 1. STATIONS SHOWN THUS (0+00) ARE STORM DRAINS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFI- CATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICATIONS OF THE STA TE 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 sm PLAN NO. 318 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. 7. ALL FILL MATIERIAL SHALL BE COMPACTIED TO 90% RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TIEST METHODS 216 F. 8. ALL MA TIERIAL TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCOR- DANCE 'MTH THE NUMBER, LOCATION, AND 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: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY 1HE OWNER OR 01HERS, AND 1HOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED Wl1H THEIR APPROXIMATE LOCATION AND EXTENT. 1HE CONTRACTOR, BY ACCEPTING THESE PIJ.NS OR PROCEEDING WITH IMPROVEMENTS PURSUANT 1HERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM 1HE EXISTENCE OF UNDERGROUND UTILmES OR STRUCTURES NOT REPORTIED TO THE UNDERSIGNED, NOT INDICATED ON 1HE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH 1HOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 1HE UTILmEs OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT 1HE SITE. IT SHALL BE 1HE CONTRACTOR'S RESPDNSIBILITY TO NOTIFY THE OWNERS OF 1HE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 1HIS PLAN ARE OBTAINED BY A SEARCH OF AVAIIJ.BLE RECORDS. TO 1HE BEST OF OUR KNOWLEDGE 1HERE ARE NO EXISTING UTILmEs EXCEPT AS SHOWN ON THESE PLANS. 1HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILmES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 1HESE PLANS. SANTA ~ s1 \ ~ \ \ llOULTON U.S. """"" """"" KrualP1ER AR STATIClt Al.TON • "iii .!:in - • RD " T A.T. b SF. • A\£ """""' ... S! Iii ta>:ITA c~ty PROJECT SITE LOCAT~ON n. 10RO ·-"""" AIR STATION LION CCIUH1R"I' SNMJ of • • ~rv~ne 0 1/4 1/2 ,,~ , MILES MAP "" PROJECT SITE ,,..._,._..._ (SEE SHEET T-2) V~C~N~TY 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 BENCH MARK: 0.18 MILES NORTHERLY ALONG MACARTHUR BOULEl/ARD, FROM TIHE 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 SURVIEY MONUMENT MARKER, AT A 2 BY 3 FOOT CATCH BASIN, SET IN THE SOUTH END OF THE ALL CONTRACTORS AND SUBCONTIRACTORS PERFORMING WORK SHOWN ON OR RELATED TO 1HESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGUIJ.TIONs" OF THE U.S. DEPARTMENT OF IJ.BOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL REIJ.TIONS' "CONTRUCTION SAFETY ORDERs". PROJECT LOCATION NORTHEAST OF MACARTHUR BOULEVARD AND BONITA CANYON ROAD SOUTHEAST CORNER OF THE CATCH BASIN. IN THE CITY OF IRVINE, CALIFORNIA, THOMAS GUIDE PAGE 889 BLOCK SH ELEVATION 189.168 M.S.L. ADJUSTED 1977 THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS', AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEAL1H REGUIJ.TIONs" OF THE U.S. DEPARTMENT OF IJ.BOR OR WITH 1HE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL REIJ.TIONS' "CONSTRUCTION SAFETY ORDERs". CONTRACTOR FUR1HER AGREES 1HAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDmONS DURING THE COURSE OF CONSTRUCTION OF 1HIS PROJECT, INCLUDING SAFETY OF All PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH 1HE PERFORMANCE OF WORK ON 1HIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE ESTIMATED QUANTITIES , SHEET "T-2", ARE ONLY FOR 1HE PURPOSE OF OBTAINING 1HE NECESSARY PERMIT, AND CDC ENGINEERING, INC. DOES NOT GUARANTEE THE ACCURACY OF 1HE ESTIMATED QUANTmES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. 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. ~DY - CITY--oF-IRYINE TRAFFIC --- SOILS ENGINEER NMG GEOTECHNICAL, INC. REPORT NO. 96019-6 DATE: MAY 20, 1 $97 UTILITY 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 AND GPS NO. 49 />S SAID LINE IS SHOWN ON A MAP FILED IN BOOK 129 PAGES 46, 47 & 48 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. CALIFORNIA WAS USED AS 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 IL---.----,---------------------.---.---l-=~~==========::;:::===-~-====:::;:::::.-k==~====~~~ 9---------.,.---------------'5_"-eJ __ J __ ct: __ 8----,=R-'5.,....,7=7 __ '.'.>_-<S_ PROJECT llO. 7 SIGNED: DATE: DA APPi!OVED DY ~ PUIUI PllEPA!.S> DY, DATE 6 o:tA\"m DY: I.R. 2Lg1 CITY ENGINEE 5 12.-,. 91 l'Z·l-91 10{13{q7 NO. DATE 11.EVl<;ED SIDEWAL~ LDCATlbhl TO 1'2. FEtT 13~1ijD CUl1.B R £VI $ED Af'AATM£NT SIT!: INW5£C-TloN, /'(EVISE C.B. PE-Tl\ll.$ 2., -SA AND</ (5/fT. 2,5/ofl, 1/,11/,17, r1,21, z;) ~ ~Pv~1 ~~~~~E~~~~lt~~~~ DATE ~,,,, ,.,,;,,-. C' - T.A.P. 2L97 1/. .. lll!GI= DY: I ~(; , / CY~ Z·Jl~o=, DATE 5 lrrigley, Irvine, CA 92718 (714)830-6801 v.s. 2L97 Cll!CICED DY, ...;;-c Jv.,.~l~>A::, -Jl~::i R'EC0: ... ?"03) DY: DATE APP. DATE wk:fu ~R.~E. NO. 33520 DATE VINCENT SCARPATI 2L97 • -------------------------~--------------------------·--·--·~ 1 , 2-"I DATE ·-- CONSTRUCTION PLANS FOR TRACT NO. 15317 MACARTHUR BOULEVARD TITLE SHEET c~rv OF ~RV~NlE PUBLIC WORKS DEPARTMENT 29169 MC T-1 1 3·_, _OF~- JAN 1 4 1998 (!) z ~ cc D \f', I \.rJ ( r--' cl er:~ ~~ ~ ~~ i ~ □~ er: w (D ~ :::i z (!) i . "' "l1!. \~ ,l ~ --.;: t ~ I j I I. ( I I I' I I INDEX OF SHEETS DESCRIPTION TITLE SHEET INDEX MAI'.· ANQ CONSTRUCTION NOTES . TYPICAL SECTIONS .STRUT PLAN FROM STA. 111+64.62 TO STA. 118+00.00 MACARTHUR BLVD .. STREET ·PLAN FROM' ·sTA. 118+.00 TO STA. 126+00.00 MACARTHUR BL VO. STREET PLAN FROM-$TA. 126+00.00 TO STA. 134+00.00 MACARTHUR BLVD. STREET PLAN FROM STA. 134+00.00 TO STA. 141+01.68 MACARTHUR BLVD. STREET PROf'ILE FROM STA 111+q4.62 TO 123+00.00 MACARTHUR BLVD. • STREET PROFILE FROM STA, 123+00 TO 133+00:oo MACARTHUR BLVD. STRE'.ET PROFILE FROM STA 133+00.00 TO 140+,30.71 MACARTHUR BLVD. DETAILS DRAINAGE PLAN AND PROFILE' FOR LAT. LINE "A~l 2" • . I • ' I DRAINAGE PLAN,. AND'-PROFILE FOR LAT. LINE "A-11" • I. ·• . DRAIN~GE. PLAN :AND PROFILE FOR LAT. LINE "A;,.10-1" AND "A-10" . . . DRAJNAci PLAN AND PROFILE FOR LAT. LINE "A-9-2", "A-9-1" AND "A-8" '., INTERIM STRIPING AND SIGNING FROM STA. 111+64.62 TO STA. 126+00.00 MACA.RTHUR BLVD INfERIM··SlRIPING AND SIGNiNG FROM. STA. 126+00.00 TO STA. 141+01 68 MACARTHUR BLVD. ~ . ,. ULTIMATE STRIPING AND SiGNING FROM STA, 111+64.62 TO STA. 126+00.00 MACARTHUR BLVD. . ,,• ULTIMATE,,SJl<IPING AND SIGNING FROM STA. 126+00.00 TO STA. 141+01.68 MACARTHUR BLVD. . -~AFFIC CONTROL PHASE 1 FROM STA. -111 +64,62 TO STA. 1 ~6+00,00 MACARTHUR BLVD. . TRAFFIC CONTROL PHASE 1 FROM STA. 126+00.00 TO STA 141+01.68 MACARTHUR BLVD. TRAFFIC CONTROL.PHASE 2 FROM STA. 111+64.62 TO STA. 126+00.00 MACARlHUf< BLVD. TRAtFIC C9NTROL Pl:JASE 2 FROM STA, 126+00.00 TO STA 141+01.68 MACARTHUR BLVD, • CROSS-SECTIONS FROM,STA, 113+00.00 TO STA. 115+00.00 MACARTHUR BLVD. CROSS-SECTIONS FROM STA. 115+50,0D TO STA. 1 l 7+00.00 MACARTHUR BLVD. CROSS-SECTIONS ffiOM STA. 117+50,00 TO STA. 119+00.00 MACARTHUR BLVD CROSS-SECTIONS FROM STA. 119+50.00 TO STA. 21+00.00 MACARTHUR BLVD. CROSS-SECTIONS FROM STA. 121+50.00 TO STA. 123+00.DO MACARTHUR BLVD CROSS-SECTIONS FROM STA, 123+50,00 TO STA. 125+00.00 MACARTHUR □LVD CROSS-SECTJOtJS FROM STA. 125+50.00 TO STA, 127+00.00 MACARTHUR □LVD. CROSS-SECTIO~ FROM STA. 127+50.00 TO STA. 129+50.00 MACARTHUR BLVD. . SHEET DESIGNATION ST01 ST02 STOJ ST04 ST05 ST06 ST07 ST08 ST09 ST10 ST11 SD-01 S0-02 S0-03 SD-04 TS-1 TS-2 TS--3 TS-4 rs-5 TS-6 TS-7 TS-8 XS-2 XS-4 XS-5 XS-6 XS-7 XS-8 SHEET NO. 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 24 25 2fi 27 2R 29 31 , ., . . ' ,• ,· . INDEX MAP SCALE: 1" = 200' PAVEMENT SECTION TABLE T.I. -10.3 0.5D' A.C 0.55' A.C. OVER 0.60' A.C. OVER 0.65' A.C. OVER A.C. -ASPHALT CONCRETE AC -AGGREGA.TE BASE 1.50' A 8. 1.45' A.B 1.40' A.8. 1.30' A.fl. ·. .. ·-· ., . .. ---- + • • l .... ' • ' • CONSTRUCTION NOTES STREET CONSTRUCTION NOTES • 0 CONSTRUCT CURB AND GUTrER. r 'PE A-2 PER CITY or IRVINE STO.:PLAN NO. 200. (z\ CONSTRUCT MEDIAN CURO & GIJ TTER, TYPE A PER CITY OF IRVINl \.V sm. PLAN NO. 200, 0 CONSTRUCT MODIFIED MEDIAN CIJRA MJO GUTTER PER DETAIL ON \::'.I SHEET NO. 11, © CONSTRUCT CONCRETE SIDEWALK PER CITY or IRVINE STD PLAN NO. 201. 15'> CONSTRUCT A.C. OVER A.8. PAVEM[NT SECflON P[R TABLE ON \::'.I SHEET NO, 2. ® CONSTRUCT ACC'ESS RAMP PER DETAIL ON SHEEf NO. 11. QUANTITY UNIT 2.IHO I f I f -z. 4()'., LF 9,320 sr 60. 10~ 7 f_ A. f7', CONSTRUCT MEDIAN NOSE PAVING PER CITY OF IRVINE STD Pi.AN \.:.J NO. 109. c,.J40 '> I 1-®..:8:;_. -t-=c='o::'N-::S::T:::RC:,u-:c-=r-:P::-A:-:R::-A:-:B::-0::-L-:I(::-: -:Cc-U-:R-lJ--,::fR_A_N_s_·1_n_O_N_P_E_R_C_I T_Y_O_f_l_R_\~-N-[---------i--_:__ __ -1-----< STD. PLAN NO ID? ~ fA ® CONSTRUCT PARAAOLIC MEDIMJ MHl Cl IRS TRANSITION PER CITY 1--:g::--t-O_F:--IR-:V .... IN_:_E::._cs:._·m=, _P_c:L_:~·_;N_N_:_O::c·_:_:lO::c8:::, __________________ . __ -+ ___ 1 ___ t ~-~ @o CONS mI ,r;T fMBANKMPJ T f'I R '.;QIL '3 ENG!t1r[r·s Rf( (J!JMfN[)A TIOIJ AN[J or f AIL ON ~,HE f. T l 1. • r_ y @ CONSTRUCT MOISTURE BARl'l['R PfR CITY CW lf,'\/IN[ sin. PLAN N() I f @2 11.?s::, I ', f -----------------!------< C:OtJSTRUC:T VARIABLF THl(r.NE'.·,c, AC OVERLAY (-3'' Mir!. IHICKNf',S) ri3' COf·JSTRU1_'.T FUI_L fJ[r fl! Ar:. ·,' 17" MIN THl•'.K"I c•c) \,;__;;,I \ ,, ::,..., ~ . .-),:'' ' ' f !--:::-+---------------------------------<-------"-·-----@ CONSTRUCT PA'✓EMLNT J()trJ r[f' DElAII. (IN •;Hf[I tJ() 11 ',,i(ln f---+--------------------------------1--------l-L ~--@ A[),JUST TO GRAO[ 1 J f----t------------------------------+------~·':.__ @ flEUJCAlF lffM, AS INDi(ATlD I I J •.• ► • PROTf_Cl ITF.M. AS INIJICAIED l.lHAP @8 8AC:KFI1.l. MEDIAN l'llTH sr:u:cr 1,·,r· '.,r,:L .:,300 !. Y l--;;@:;:s-t--:l~N:Cc;C:-TA~L::-L--::l----::6;;-,.·~r,-.vcc_-=c---:Scc(-H-.-:,,--=ir,c:-,!-ll-,A-T-l•_"_l_'.-,L-[-~-l/l-_'J __ W_/_[_IJ_D_(_A_[_''•-;-------1--------1 • _ ___, AND WfTNESS STAKE. 11', 1 f. 1--:--1-'-'-"'---'-'-=-=-====--------------------------L----------l------- @ REPLACE A.C. PAVD,H:tJT f'ER Ol TAIi (•IJ ·;11[·1_ T r1n. '.,fl-l COtJSTRUCT 16,[l(J<) I UMl·ti·:, ··,,[[ f ! IC,Hl Lnr·Af[ll I-'[fl <ITY Of lfl\~NE '_., TO Pl.AN NO ~~ 15 STORM DRAIN CONSTRUCTION NOTES COffof'/1<I'.f 18" ,, ,: P (L'-[C',I,[) /Jl >' l'I_AN). flU)(1Ir;r, ['ft, OEl/\11. ON '.,Hf.f T NO SIi-i I LllMP <,\JM umo fA 1, 1 S 7 L I f, 7 ® BRlAe, INT,, r:xI',T1NG .111tV.TION :,TRIJCTIJRE AND MAKE PIPE C(•tm[CTION. 7 I r_., f--;::::7------------------------------__j~_._:_ __ J.. __:~---@ PEMOVE l XI', JIN<, LA TUI HA'.l>J MJll ABANDON [XI, TING LA TEP Al Pl.MAii.Ji NC 1 ' I ,, {pl ABANDON [Xl?,TING STORM [)R~'N PIPE IN PLACL [ITHER BACK rILL WITH '.,AMI) OR \:.Y 'E [ I In 1P '":.t 1,,• c .M NT SLI.IRRY ANO :,(AL fH[ [ND", WfTH BHICK AND MORTAR ·~ -' f--:::::7--====..:;_..::.::c2:::_;_-=.::'..'c._;'.'.:.'.~.'..'...'.;:c,_';'.~:....:.'.'.:.!c.~~:......':.':'.'.::....'.::'.c~~-------__j~----_:__.J __ _:_ __ @ REMOVE INT[Rf f RINC POR !ION OF STORM DRAIN, L 1 •Mr> I ',! 11.1 1-c.;,:;::3',i:::-_ +-------------------------~-----1----- '<;',I t..ONSTRIJC 1 GlllC:K ANO MORTAR PLUG < [/\ CONSTRUCT CC>NCRETE c,11 I ;,R PER CITY or IRVINE STD PLAN NO 310 [ I\ ADJUST MANHOLE RIM 111 CRADE. • DISPOSITION NOTES QJ PROJEC:T IN PLACE'. l,l lMf' SALVAGE. Li f~IP Sl!M GJ REMOVE [Xl'.;flNG PAVl·MI Iii '.,TP.UC:lUP,\L ,lCTIOI~. 58,640 SJ. llEMOVE EXISTING A,C. OIKL 1,960 COLO PLANE EXISTING A,: rAV[M[N r 14,74', ·, r . kl MOVE EXISllNG CURfl ANfl GU TTEfl. I, I I I [I] REMOVE EY.ISTING CON•.'.Rf: TE REMOVIE EXISTING CHAIN LINK FENCE, Lr SAWCIJT. • I F REMOVE EXISTING GU/>RD RAIL. 4U L.f ~ REMOVE [Xl'·~TING GUNITE 01 fC:H. 1,il14 I r G] RELOCATE EXISTING CHAIM LINK FENCL 1,',r .• rJ L F '---L-----------~----------------_J _ _:_:_:_:__:___L..:._:__ I' ' ·CROSS-SECTIONS. FROM STA. 130+00.00 TO STA 130+50.00 MACARTHUR BLVD. XS-9 .l2 CROSS-SECTIONS FROM STA, 131+00.00 TO STA. 131+50.00 MACARTHUR BLVD. XS-10 33 r,_r. __ 7-:_1-:__-:_-:_7=--:_-:_-:__-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-=--:_-:_-:_-::::-:__-:_-:_-:_-:,-:_-:_-=---i------~ ...... ~ .... = ... :;;-;; .. :--., _____ -,--_______ _.:5-::.:_~=~.::..:i.:.1fi:.._:8::.._~f?-::.:;5~7~7--=5~-:...::S:___J <' 6 · · CONSTRUCTION PLANS FOR PIIOJECT RO •• CROSS-SECTIONS FROM STA. 132+00.00 TO STA. 132+50.00 MACARTI-lUR BLVD. XS--1I 34 35 CROSS-SECTIONS FROM STA. 13S+oo.oo TO STA 134+00.oo MACARTHUR BLVD 1--5~--t---t--------------------------••TE ~ CDC ENGINEERING INC CROSS-SECTIONS FROM·STA. 134+50.00 TO STA. 135+50.00 MACARTHUR BLVD. XS-·13 36 ,-;;-:--i-----i--------·-----'----------;,-----+.:::DllA~W=._D~Y:::' ==::::T:::A:::.P:::.=::.j...:::: 2:::~A:::g~::::=:..j~ Civil D~sign Cons:llant~ . 2 5 Wrigley, Irvine, CA ~2718 (714)830-6801 t------------------------,-----l MACARTHUR BOULEVARD INDEX MAP AND CONSTRUCTION NOTES V 29169 ~.1C ST-2 ( CROSS-SECTIONS FROM STA, 1·36+00,00 TO STA, 140+30.71 MACARTHUR BLVD. XS--14 37 17.',"i';;:;-i;-;-;;;;c;-t,:;;~:;:;:;--:;;:--;';;;:;-;;::-:;-;:;;;:--;;;:;;;:;:::=::::::~===~~.~=-=--====--c-¼d'I,...\llftDE:!'.6I'.:""'~0!:""c.:·=='=·A=.P=.=::+==2=1=97::::=:..j ✓ ..I... ' cnrv, OF nl'Ei)\Hn~nrr::, /1\ 10/13/97 REVISED APARTMENT SITE INTERSECTION, ADD SHEET NUMBERS TO INDEX MAPnl\ 1,• DATE ~ ~~ ( U lf U lf'U 'f/ U U\J !i;;;; 2 37 '-------------------~-------------------------------L.!!N~0.:_1.~DA~T!,,!:E:..J._ _______ ..!i!;RE;_:V!ll!,;1Si]l!!,'"'llI1\1IS~,--------~~~""~ED!_•!,!:•·=JV~.s:;;;. c...:;~2~/~97~L~;~,..~r~sr-""~""~~~.c:::,~· "°~·~"~"2~0 ='f=:(\A~:~ 7=-_j_ ___ ~P~U~B~L~l~C~W~O~R~CC~S'~D~E~P~A~R_!T~l'.'IE~NfT!:__ ___ _j_-_-_-_-OF_._--_-_-J-:~ ' • • \[) I I..{) r--[' I.(\ I ct a: w rn ~ :::J z ~ a: D " z rr ii' 5 ·- ~ ► I • rr " 0 w ~ □ rr " 0 □ w 0 " 0 ~ 0 ~ z s ~ " . !.."" .. C ·-~~. ... ( , ·-; .-. .•. ,/'"·' ·,. ,.:,. . ' r : R/W VARIES 12.0' TO 16.9'1 I . . • 12.00' R/W R/W I I "'., ,. ,, VARIES 179.0' TO 198.0' VARIES 96.0' TO 84.5' . . VARIES 90.00' TO 79.25' 6' 8' 2' --3 - \..-------------- VARIES 101.96' TO 94,2' VARIES 62.53' TO 74, 77' VARIES SAWCUT LINE 2.~ 2' 2' T. R/W VARIES 13' TO 18' I 5' 1' I I 2' PROPOSED 13 ---- 12 VARIABLE - 5 THICKNESS A.C. CAP ,---GRADING ~~r:j~~ I (BY OTHERS) •-··.:,~ MACARTHUR BOULEVARD STA. 111+64.62 TO STA. 117+03.84 N.T.S. 11 FllDM. SEGI~ tONSTl!.UC.TIOJ.l To ll'l•'L'+, l-lOLI) I' OFJ: lll&I-IT• 0f-111AV, TII.IELVE fDOT VAR.ll7. VARIES 179.27'.TO 163.65' VARIES 84.76' TO 78.12' VARIES 84.94' TO 94.47' ' 58.00' (A VARIES VARIES 13.82' 14.00' TO TO 8,oo· 1 s.oo· \A) ii . VARIES 62.53' TO 58.00' SAWCUT LINE ·4 •5%-53 ~ - 12 VARIABLE 5 THICKNESS A.C. CAP 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· N.T.S. VARIES 162.24' TO 174.00' 78.00' VARIES 96.00' TO 84.24' (B) 58.00' 8.00' 8.00' VARIES 58.00' TO 70.00' (B) (A) VARIES • 2· L----------------SAWCUT LINE -~6%'-14,,,.....__ --------- MACARTHUR BOULEVARD STA. 124+53.75 TO STA. 127+40.00 (A) DISTANCE VARIES FROM STA. 126+28.75 TO STA. 127+4(}.00 .(B) DISTANCE VARIES FROM STA. 124+53.75 TO STA. 125+43.75 N.T.S. 11 R/W 18.00' • I ~~) I '2 • & . ; \ 11 R/W 18.00' I 12' '' -• ; , 12.00' R/W 12.00' I I R/W • I I \ 162.00' 78.00' 84.00' 66.00' 8.00' 58.00' " 4.00' 4.00' 2· ' ' 3 --\..-------------- 13 MACARTHUR BOULEVARD STA. 127+40.00 TO STA. 129+86.25 VARIES 78.33' TO 89.11' VARIES 56.34' TO 62.00' N.T.S. VARIES 174.30' TO 162.00' VARIES VARIES 8.00' 13.00' TO TO 15.00' I 8.00' (A) VARIES 84.00' TO 89.00' VARIES 66.00' TO 58.00' R/W 18.00' I VARIES 1 'l' 2' ~ R/W 18.00' I VARIES t 'L. s· I' R/W 3 -- 13 MACARTHUR BOULEVARD - SAWCUT LINE - STA. 129+86.25 TO STA. 135+50.00 - (A) DISTANCE VARIES FROM STA. 135+26.93 TO STA. 135+53.82 N.T.S. VARIES 174.27' TO 189.71' 2' - VARIES 87.93' TO 90.71' VARIES 91.57' TO 99.00' 12.00' I I I . , ~-r VARIES 58.00' TO 61.70' ..;.n ------ Ll---f" • ---3 ., ----1..---------------- 15' 6' -- - 81.00' ---5,6,!l'. --~2.%' --- VARIES 2· 2' EXIST. DIKE ~~ \ ' '- R/W 18.00' I n· ¢. ~I I I I 2' 2' ----5 1:r; 2% ~~-PROPOSED - • 13 -----~'-=' ~-•"-~ GRADING _ -t=----t,· ) ~~BY OTHERS) --.J . . NOTE: • • MACARTHUR BOULEVARD STA. 135+53.82 TO STA. 140+30.71. \_IMPROVEMENTS BY OlHERS • IMPROVEMENTS BY OTHERS TO BE CONSTRUCTED CONCURRENTLY PAV'T SECilON BY OTHERS N.T.S. DA11! t:IA""'D'I: fAP. 2/97 ~AT11 =D'I: T.A.P. 2/97 IIA11l CK:!CICEDDY: v.s. 2/97 ' . -.... -· .. • .1 J z CD z ~ D: 0 ffi' 2 ~;. Q ~: tr 6 QC 0 g, 0 u g 0 I ffi □ " 0 ··- ~ .__ ___ __J ~ " s C ' a • ffi w I ., • .,: , I>',.,_ ': ,, '., : . '' ' .----~-ii-; ' ' .... ' z ~ i". 0 z ~ 6 ~ ffi Q □ QC " 0 @ u " g 0 I ! .__ ___ _JQ ffi m ~ ::J z CD ~ I I t .. , ·' .... -,,-, .\-. >~." ' , , . . . A B C D . . ~--, ,_, .-~, ·r ' , , ' , ' . '· ., . , . . ' .. • ' . , / . ···•CUFIVEDATA DELTA RAO"-JS LENGTH ·1ao·oo·oo· 4.00' 12.57' .20·02•27• 2000.00' 699.56' • 2Cf'24'52" 2109.00' 751.43' • 20'46'50" 2125.64' 770.95' , TANGENT <infinite-> 353.39', 379.74' 389,76" CONSTRUCTION NOTES: 0-coNSTRUCT CURB AND GUmR, TYPE A-2 PER CITY OF IRVINE STD. PLAN NO. 200. @-coNSTRUCT MEDIAN CURB, & GUffiR, TYPE A PER CITY OF IRVINE 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. OYER A.B. PAVEMENT SECTION PER TABLE ON SHEET NO. 2. (D-coNSTRUCT MEDIAN NOSE PAVING PER CITY OF IRVINE STD. . PLAN NO. 109. @-coNSTRUCT PARABOLIC CURB TRANSlllON PER CITY OF ,IRVINE STD. PLAN NO. 107, / @-coNSTRUCT MOISTURE BARRIER PER CITY OF IRVINE STD. PLAN NO._ 222. @-cDNSTRUCT VARIABLE THICKNESS A.C. OVERLAY (3" t,\IN, THICKNESS) @--CONSTRUCT FULL DEPTH A.C. (12" MIN. THICKNESS) (8)-coNSTRUCT PAVEMENT JOIN PER DETAIL ON SHEET NO. 11. @--BACKFILL MED_IAN WITH SELECT TOP SOIL. @--REPLACE A.C. PAVEMENT PER ;DETAIL_ ON SHEET NO. ·so-1. ·-~ ., ' .. ~CONSTRUCT 16,000 LUMENS STREf;T LIGHT ,lP,CATED PER CITY OF IRVINE STD. ?LAN. NOC "215. • . ' -• . . . '' \ I I I I I .. , .. ;,.•·.,.:.-, .... -- ( ' \ 1419'1-MC. ; ' \ DISPOSITION NOTES: [2}-REMOYE EXISTING _PAVEMENT STRUCTURAL SECTION. @-REMOVE EXISTING A.C. DIKE. fil---coLD PLANE EXISTING A.C. PAVEMENT. [fl-REMOVE EXISTING CURB AND GumR. , [gj--RELOCATE EXISTING CHAIN LINK FENCE. • EXIST. STREET IMPROVEMENT PLANS PER ,.--CITY OF NEV.,:,ORT BEACH PROJECT NO. R-5454-S. 12 0 0 zo z ci -"' (I) + <N (D --:r: . ~;5 < (I) (.) < Iii (.) 4 CATCH BASIN NO. 1 N.T.S. . REFERENCE IMPROVEMENT PLANS: CALTRANS CONTRACT NO. 07159104 CALTRANS CONTRACT NO. 27XC8 7 R.AJ:J F.Z>Ai:m Im 8 \ 0 + "' -< ,_ (I) OJ 11§_ "' 0 ,rj OJ - - • ♦ N 0 o:i OJ / SCALE: 1'=40' /' / 19 =1 .. <.i ~(,? (I) a. ----=- • ' Lu z -...J ,_ 0 Lu C?~ 0 (/) 0 + ~ Lu .,... t# , . ~ (/) • 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. . ' . - NOTE: • IT SHALL BE CONTRACTOR'S RESPONSlBILITY TO VERIFY THE LOCATION or ALL EXISTING UNDERGROUND u TILIITES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SER\IICE 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 BOULEV)tRD STREET PL.l\N _ . ' 26169 MC 8l!m ST-4 _!_07.-37 ,_ <--i...:'-- z I-' I.., 1w1,i,. IU1IG11-.. 0 ~ I ~ :< V) ! ~ :-a ;,,, ;o ~ !i lil ~ ;o ~§~§~§ R _ '5"775-s \!UMBER DRAWING NUMBER flw.-c<YI~ I? lvd D:=JAWING NUMBER 5Trt:r:T flir~·{.,z_ % DRAWi!' ------------ --fo_J/ • IRVINE, CALIFORNIA IER075AR REORDER SY NUMBER 075AR PLAN HOLD CORPORATION • IRVINE. CALIFORNIA REORDER BY NUMBER 075AR PLAN HOLD CORPOR, REORDER ------""""'A'"<,,__ __ -:: l l I l ~ l ! ~ i I g 1 ·i ll , ---------·· ·-·-·-----t--· -----·--·---· .... -----j---·--·-----------+------------···------------.. -·· --. -7 --· . --------• -! •·· .. ---·. . .... -· ---·---·---· ---· ------· -. -- 111+64.62 E.G. , I 111+ 4.62 B. . , +' 202.60 T.j i 9 202. / T.C. :: L_ i 1.-c200-202r.c.___ • -112+0 -----·--1---~ ~_111+bQ ______ I ·-------+------- !\) f •• ~ 202.6011 T.C. 202-:&3 T.C. ! ..... ..... c.... I I ' ' I ' c200.51)r.c. 1 1 e 1 1 : ' C) I ln • ---------------,-----_ __ -------_ ··--__ 1 __ ·-----... _ -----------------_ _ _ __ _l1~:t.~---·· g_ ... _ .... ---f-__ 1 ~J_12±'§_0 ____ J__ ----_ ----------t---•--·---···--·· .. "'°' 112+63.12-JOIN "XISTING . 202.601 T.C. ~ I 202.f1 T.C. "'tJ r,, t ;.. 200.68 T.C.; 199r98 F.L. I 11 LOW ,1POINT :::o~ ~ p -.....,_ I I oCJ) c.,i Vol \ ' I ~ -i ~ I ~ 113+00 ,....(.,i 113+00 ____ '6 113+bo (201.85) :t.: 200.78 T.C. ne,;; 202.60. 1 T.C. 1 i--.:.202.44 T.C. 1 ~ t C) ~ , • ~ I I ;:t I~ 1' I • • • ~ I I {) . , .. _,, . _,.,. O ln HIGH P INT I I lHIGH: POINT . 1 c::: p • p O 1· ' ' I ,-...,-... • ...,. I I :::0 Vol ~, I\) I ..... I 0) I : I to ~ 0) : ~ I ' :: I ~ 114+00 -114+0 ~ '. 1 0 114+'po I I / (2oi_z1J 1 • rr, I 1 200.69 T.C. ln 202.5 1 T.C. 1 i 1 1 202.,8 T.C. I 1 P ao I c:i I 1p 1 ~ ):.: :ria V) 0:i na 1 0i . ,~ 1 , ~ • ~ Q:i i I~ I I I -~~i+ I i~6:iff T.C.----------~--i~~:fft T.C. ~ ----------------i I ~7rk:Jff-r.c. r · --------i--(?Ql~J~) _____ • !Jg 6 IP I: 1 , 0 • • 1-1>. I I ----; r- nic1 r .,., ~ {) ;:-< ~ 0 ~ ;·· ;; ,, ~ 1 ~ ' I I _ 5 11 115+00 115+00 ~ ' 115+bo I___ ' (]_01. 41) ln I 199. 77 T. C. (Jl 202. 00 . C. I 202.14 T. C. I I • -t--1 ~ tn r--9 p '"tl ri, I - {) C) ::0 ):.: • I\) -·-a V) ~--;. 115+50 ·-· -~---------------o·---·--·~·-·1" --·· ------ 199.19 T.C. ''lr,, 201.52 T.C. I 1Jr,{ 1 201.75, T.C. ~ 11 CJj l:::i • :::o~ i . :'.:'.-l I ,.....ln _ ....,. ..... -1' 1 I :::;: ..... ~p ~ . 'VV) ;:-< ; <... Yi {) o <: :,: ::!::J ::::! I I\:, -~ I C) - Al "l\l . ~ J:;;<: IC> ;n, I -:--i :: 1~116+00 • . ~ 116+00 ~ I~ 116+00 ! ~ ___ / _(200.98) __ ~ 0i 798.40 T.C. • 200.95 T. :. t,, 1 201.15 T.C. h ~ r o I / I ln O I <: I i!:'1 -., l\l ~-9 a -., ;:-... ;:;:i ' --.. , l:::i I • .~ ' 0, c.-, I • -I {) ~ ~ 0~ 8 : ~-/~ ~ I ~ ~ ---~ -~11j _-t50___ ___ ____ ____ ~ 116±§.Q _____ 0 _~ _________ ---~-----I-~ 11_6_f5_0 _ _ ___ _ _ ~-_______________ -t-{200. 81) ___ ttl_ __ _ 19 '.48 T.C. 9 :-,.i 200.13 T.C. 200.36 .C. -0 1 I 7 01\l / / I r--a I !\) 1 6+5 .22 8.C. ~ !\, . 1 .--.. II -., 1 I- & 1. '7.32 T.C. _ ~ . I ~ 9t <) I lij 117-1 00 \ 117+00 '~ 1 ~ 117+00. n~ §; / (200.65) T 196 .. ?5 T.C. r--9~ • 1~~:09 T.C. . I . -1 -199.41 T.C ~ co / 7 :;t ::: . s ..... .... Q:i .... .... (Q .... -• 0 ! n~ • 1 7+03.68 B.c. !\> 1 , , \ 111+03.84 r::i.c. I n 0:i !'-) • 1g9_00 r.c. {\) • . 1 p,:;: 199.34 r.c. IJ 117+27.18 B. C. {200.56) • i:--.. ~ . ~ =--" ~ I a BEGIN TAPE f? I •• ': ,· 117+50 .. _· • ~~~ 117+51.96 E.":, --i--:-~------! (200.42) __ ·--···· r\-• 197.97 T.C. 1 . "'I'{ 198.64 T.C. r, r-t'l 1 ~ 11· • I r· '-:: II -., ..... 0~ !\> · ..... I r-.: a~ --;ln Ii f)~ ·ts I~· 1 • 198.41 T.C. ~· f)!O ~q li OJ . ij !'-)~ / "' ;;j ::o~ Ii , ,._. __ , , , __ _ . _ _ --"-_ 1_18+00 I ..A...., I / • 18+01.32 8. ';, • <'" "l-. a fl -~ n !J'l .... . -..... iC -ICJ I 1_200.06) ,---193.-63 T.Q' .• r--r-196.83 r. C. 1 • • · 1 l\l 98.13 T. C. r--r-~ all .oil /\, -oil·~ I io / ~ n & n t ~ , ~ ¢--"'"'-1-----,---.t-n t ni , O · ...,. • ' • ~ :.;.i • ' I C) 0 ·-=--+--~ 0) <... • :,..J ~ 192.33 T.C. io 192.33 T.C. . • 95.67 T.C. r-~ • 1 19 .20 T.C. Ir-JI o o a 1 a 11 \. iS ~ . . ~ b ~~ --I j 0. 0!0 0) 0!0 I 0) ~ :,..J / • 119+00 -~ 11 +00 ./-119+ 0 ~ 198.65 Al 191.03 T.C. II 11 · 19 .60 T.C. I / ,1, 195. 9 T.C. " ~ I :\J a ... 0 .... {\) ~ I . 0 ,_ -,. I ~ • -.., • -.., .• -.J • Vt C... / ~ n ~ n !O ~ -~ , n P ::::1 , , -• 0) ,_ -' ~... t,,, n 0) . . ~---r-193.4 T.C .• :::?J -i _AL O II I ~ ~ 0 11 ~ , a 11 1 r-''t' . ~ --. . ~ • . ln / nic1 ~ n!ll r;;~ f)!O R1 ·np , "'t) ij .... tJ 0) ~ t.., / I ij i~ ;1 ~ i ,-_C)_ 20+00 ...._ -°?. 120+00 +00 ~ -------+-{195.911_) __ __, -., 88.29 T. C. r--<: r-192. 03 . C. 35 T. C. r--1 {) ,' all ":--i all . ~ II / c::: •"" -~ a -~ • , 0i 1 ~ C) n~ -o n!O &· 1 -.... P 1 ~ ~ ;,, ~ 5' n n s· .... t::::i " ~-n . .... ~ ti t:cj ... (1) :z: ~ l:!. c;'") a,~ -p :z: t:cj C'l t:cj 0 ==c -p :::;: .., r., ""'-' ,; i:: c;'") El ;;: 0 I» -c!. ::I :z: ~ c+ c.) -., . ~ "' " "tJ () 0 s:o )l:,Z C= ~9 0~ :§: iO ~in c,. m= :~ ~< s;:·= 0 "' en :,::,, -t -I ::a :;o ::x, -I C m ::i:::: o m C -I -I ::x, 0 -c CD Z ::a O "tJ Ocr -n r ► F m z m < en :,::,, "Tl ::x, 0 c. ::a .... I\) .... ..... ~ V) t i; ...,. a O:I ~ 1ff t.., I --+ --f __ 12 50 ¼_ -., '! 120+50 I °_ 120+ 0 _ ...._ ____ _ __ __ I__ ( 194. 30) 18684 T.C. r--{) r-190.51 T.C. "'tJ~ 1 191.7 T.C. 1 -~ 0 11 ~o 11 -~ti'> .1 1 ol1 1 ~ -~ to·~ ::,, .c.; -~ I ()j n~ n!O r::::~ 1 ~ nit; 1 ~ 121+ o ~ I ~ 121+00 ni ~ / ·~ 121+00 'f.. ,/_ {192._53J ...[ 3 C ., I I 185.2f T.C. r--'ul 188.9 T. . ~ 1 ,,...__190.07 T.C. r-; all all • :'.:'.-l ; oil ; • ~ • ---._, ~11 / • ln / n~ n. ::o I o, nP 1 I ._. t::.;{\j l\l / .c.; 121+50 ,-~~'/. -121+50 <'. I 0V 121+50 ~ I {190. 70) f--·-• ----·ts;;v ------. -·- C) 183.69 T. . r--r-. 187.20 T.C. :4. L 188.25 T.C. 1 •~ a II a II ~ ; ,I • ~ • ~ •y I •"I n~ n!O 1 ~ . io '.J , / -~ 122+00 ! I -...._ 7. 2+00 I 122 00 182.10 T.C. I r-r-1 5.47 T.C. / 186.42 T.C. r--I "'tJ i -~ d II O II ,1 1 ,I O 11 ~ C1 • , ~ • ~ •"" / •"I • ln :::ri -i ~ fl>~ 0!0 : I ~ 0P r:::: . I I I I I I I /_l.(188.83) ' \ ~ 11\l :-...I 0~ /~ I\) n,~ 122+50 I~------~ 122 50 1 122+50 ~ ~' / {18p.97) _ .. ~~ ac,; ~ ~ ••• 7 / \J'l .c.; \ 180.41 r.c. r--1 r-783. 6 r.c. 1 1 , 184.6(-r.c. r--~, all. oil .c.; / r. all I I ,-r,, n, ;>< Cl} 123+00 • -I>. • ~ "' I •"I , ln ~ n!ll n!O K,' 1 2:f 0P a I\) '.J 0V / 0~ I\) "'t) ~ I ~ 123+00 / 123+00 ~ o 178. 70 T.C. 181.96 T.IC. -I -182.75 T.C.I I 'l {) I I I / (185.odJ -V) . ::::! <: C) c1 '() ~z ... m )J I it q:i "'!-< i i iij' i ~. IQ) ; I\) • co .... 0) 0 co .,, en s;: Ci,), ... ..J I 0 0) J. N. 96707 7 /lo /9_7 FILE = 141ST08.DWG \J'\ ~-~ ✓ 1---·--------···----- -..J I V, I ~ . :3 .. ~ l'~ 0 ., ... ~ :: 0 ~ P • lll ,~~~ ~ .-.f", ~ , O' i. ----···- MATCH ...... , _-:;__ ---~~-~ LINE ' I ! ! .. ____ ._:·.,:\, __ ~-'~----~-... {.. :...-:.~~-- ., -~ • '/. ' ·-•--1,& .. ::.~--- SEE \' . ' _;; . --··---~ . --~-~ ·-.. ·-- ' ~ to SHEET rvo. 9 ., { ' ' -·•. J -~ i ' ·" ,. i ' ...,_ 1. J' ,. ·/ (!) z ~ 0: 0 z ~ I 0 z • ~ fa :' rr rr • O w & ~ I • □ @ ' U C g 0 I z :5 '------'~ J' I II/\ l'- l'- ln I :::-.-._\l'.J ~ ';:I ffi "}_ ~~ ~"<) (!) \) i _r a: ~ 06 ( ~ a: w ca ~ ::J z ~ z rr 0 ~ J 1l ui ~ " Ee ~ -' 0 . " w m z ~ 0 Z i tli 0 ffi ~ C rr " 0 @ u " 0 J 0 I z :5 ~ ~ 0 ffi m , ~-z rr 0 ~ J ~ u ui z " i'i < ' 0 ' 0 . ffi 0 7 ~ I· I I I .. ' I ' I ' I .--• ' '!RENCH WIDTH + 12• 1 /2 '!RENCH WIDTH + 6" i • /L PIPE SAWCUT • TO JOIN 0.5 X 0.0. . I FlNISHED GROUNDi OR FlNISHEO SURF ~CE I I I __,.---COMPACTED EARTH ' 1 WHERE BITUMINOU PAVEMENT EXISTS, , REPLACE WITH THE\ APPLICABLE STRUCTURAL i SECTION SHOWN H~REON. WHERE CONSTRUCTION ·t-------~~~E~A~~~ BE PLACED UP I TO ORIGINAL GROU~O SURF ACE . I • I I I A.C. PAVEMENT • • ... "' ~ • ... "' PLACE AG REGATE BASE TO A RELATIVE OMPACTION OF 95% r i 198.64 w.s. 1------7-------::------l---v0~~0~·t44c1.~f.;j.~-------:::::::::+-.----£ I V max =4. 4 f.p s.... XIST. SURFACE bvER STORM DRAIN I PROP SED SURFACE OVER TORM DRAIN __ _, _____ _ I EX. CATV I , ~ c:i o; <: ~ lri 0 --; ~ (/) s-0.0100 I i ----BREAK INTO XIST. JUNCTION S UCTURE AND' MAKE Pl E CONNECTION -----·· -1-·-··-----·-· . --..;;;.....,-···---------- j ..,-'--~--._ ___ . ...,.;_· --·~~;_· "1. llt:I'. ----·t----------- 1 --------~---· ·-· -1----- ! "' 12~ • ~ ---+-----------------------r-----------, -----• ~~--"--_-__ -----_____ : - PLAC~ AGGREGATE SUBBASE --· , , -+---BEDDING I I l . . 0,0. + 2 -0 MAX. , NOTES: i : : 1. ALL MATERIAL MUST M~ET lHE APPROVAL OF FIELD l~PECTOR. _____ j __ _:1~-i~~~~:i:~~A~~=~~~~~ :RANULAR ___ ·-· ___________ _ ! 3. BEDDING SHALL CONSIST OF SANO OR OTHER GRANUL.,\.R MATERIAL I l'olTH A MIN. SANO EQLOVALENT OF 25 UNLESS GROUNQ WATER rs , PRESENT. IN WHICH CA'sE BEDDING MATERIAL OF #3 RpCK IS REQUIRED. I 4. BEDDING AND BACKFlLU SHALL BE COMPACTED TO A ~ELATIVE COMPACTION OF NOT LESS THAN 90~ EXCEPT FlNAL 2 FEET WHICH I YilLL BE NOT LESS THAN 95~ ! I I STORM DRAIN TRENCH AND BEDDING DETAIL N.T.S. ----------\ -I l Ml . MATERIAL TO RELATIVE I COMPtCTION OF 95% I .... f --1,o.o. PIPE · I PLACE MA TERI AL ~ER ---~;'c----. -, }-+J'W----BEDDING DET40WN HEREON. I O.D. 1+ 2•-0• MAX. PAVEMENT REMO AL AND REPLACEMENT D TAIL N.T.S. 4+o0 3+00 , 0 o:i 0..: ~ 0 -Cl: 0 • -f-co -- CON T. 249.29 L.F. CONST. 94. 02 L. . 18" R C.P. -2000D 18 R.C.P. -200 D 2+00 LAT. UN HORZ.r"'41J' IIEHT. f<>4' 1+00 o+oo ~~ ,.: u N + ,-: " CJ) -:z ~a CONTRACTOR TO BREAK INTO fi Y EXISTING STRUCTURE AND CJ) u CONNECT 18" R.C.P. ai • ~--------,------_ _; R/W ===-------,(....;_ ____ _ -----------= ==------=-----------_, _ __.-:::::::__ !_,08 ---~ --109 -..::.:-..::.:-..::.:-..::.:-\\ I --, ----+--· _ 110 • -' --- STORM DRAIN A = 44•26'50" R. = 22.50' T = 9.19' ----=::::.:::-- 0 BOULEVARD -LINE "A" SCALE: 1''=40' NOTE; IT SHALL BE. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILIITES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERv1CE ALERT (U.S.A.) (800) 422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. CONSTRUCTION NOTES: (§}-CONSTRUCT 1a• R.C.P. (D-LOAD PER PLAN), BEDDING PER DETAIL ON SHEET HEREON. ~CONS'IRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF IRv1NE SlO. PLAN NO. 30J. @--CONSTRUCT CATCH BASIN TYPE I PER CITY OF. IRv1NE s_m. PLAN NO. 300. @--CONSTRUCT JUNCTION "STRUCTURE NO. I PER CITY OF ,IRv1NE SID. PLAN NO. 306. @---BRE.AK INTO EXISTING JUNCTION STRUCTURE AND MAKE PIPE CONNECTION. I ;. I -............ ·J I I 1✓~0 Q I ct I £l::' I I I J. ,.. ..... r-I / t.U : r· I I() a:: +• I') co ~ --------. 1-Z ' • (/)u.J ··, ---/ .,,,.-<r --// / ll -- ·cONTRACTOR TO POTHOLE· AND • VERIFY ELEV. OF EXIST. FIBER -· OPTIC CATV PRIOR TO CONST. - 0 co oci ~ + (/) -----''§., ----,_ ----+11 118 ,_ I 19 • 0 < f- --------------------- tj :r: Cl) --- ,, II I ,._ "T' ,. I I I I t: ~-~ ... ti Cl) ti !( I / / 8 I I 7 PI.AIO =>AJ::!D OT: CONSTRUCTION PLANS FOR . PROJl:CT HO. -· 6 DATE @:l MACARTHUR BOULEVARD ~ 26169 MC :;;~ 1--::::.__+---l------'---------------+-=~:.::.DY::==T.A.=P=. =J.-:::::2/==9=7 =-I~ ~P::1 ~~~!E~~~~~lt~~~~ DRAINAGE PLAN AND PROFILE· ~~-- 3 T.A.P. DA/TE 5 Vrigley, !nine, CA 92718 (714)830-68011------c--~-T--V--O--f---~-R-V---~-N-·1E--------1 SKEET SD-1 t=:;~ l-_.12~.,!17.:_:-~1-:!_'12_1 ~!!.1:~•i1~ .. ~E o~-~-1s~,o~EW~ftell:!:L;..;, -~\.Oll~ll~Tl~D~u~· ~Tb~-~l¼~l~"t~f'.=E=.E 'l~W~IU~~0~(:".0_".:!llli:'._!:'fA~C~E:..:-_ _).!•~d::!'=~~D !!DY::.:-=~===t=~2~9~7=l 12 37 ·,-.. ~ 1 / C' _Of ~ II NO. DATE ID~~ ....... -------..J.::::aacm,~~DY:~==v.=s·==.1.:::::2=79=~=-1-\-1;., ... ~ ... •.:.:;,., ... SCAR:;.:.:__;@' ___ ~ _,¼-_R..:.c·.:.L ... No .... m ... 5.:.2}_~_---_111...:JE_..J.. ____ .:.;P.:U:.:B:.:L:.:.IC:_.:.;W:..:O:..:R.:.;l(:.:..::S_;:_D=E.:.P.:.A:.:.R:..:T:..:.M: . : : E : . : N : . . : . T . ; _ ___ _J _____ J ~~ ~ ... ;,;l, •\_. f..; ' ' (:) z ~ IX 0 a: w ID 2 :::J .. . .. ,. . .. . . i , .. ' • -. ' •. -.. •. 0 0 • 0, 0 :+ LL.I ~ > ..... 0. ·co .. • ~-~ •. (/) ' w WW, (/) z. ·--. ·--1 .-.. -.-... .. .. --'-· . ' --•. -- • / .,..,_ ·. . , __ _ ,. ,. '\ ' I i -------- 1,'. -~ I -· .... - "=-""".,_,_~~--....-==.~~=-' . " r:r i I - 0 X 1 i -- ... =. -.~.,.,.=.:.~•=-""·· [jj c=...-=-=:...,,....~-==--~="-··==><=-«c--.·-=----=--~~~-----------+-----+---·--· --r---. ------___ ...,_ -----·------·--+ -------------+------·-a:L. ----------....... ----...... ----- --'< ... 0 0 . . o 0 + r----~ 3:: ~o _J j'::: w (/) c:o LUW zW -(/) _J 0 0 . 0 0 +N co I N c.n ~ 1-- j'::: c.n w z _J :r: u ~ ~ 1--w w :c c.n w w c.n / . •· ,.. . SIGNING AN-o~·· sTRIPING. NOTES; 11 ooj PAINT 12· SOIJD WHITE LINE. CROSSWALKS SHALL BE PER. CITY OF IRVINE. sro: PLAN NO. 203. · •• j101 I. PAINT PAVEMENT LEGEND INDICATED. • j102!_PAINT 4• BROKEN WHITE LANE LINE PER CALTRANS DETAIL 9 WITH SOLID 50' ... END SECTIONS. (TYPE C RAISED PAVEMENT MARKER) . . • • j103j. PAINT MEDIAN WITH TWO 4• SOLID DOUBLE YELLOW LINES ~fl" _CENTER 3• PAIN'!"EI) • BLACK PER DETAIL 29. . . , , • 104 PAINT 8" SOLID WHITE CHANNELIZATION LINE PER CALTRANS DETAIL 38.' 105 PAINT 8" BROKEN WHITE LAN~ DROP STRIPE PER CALTRANS DETAIL 37. ' . . . 106 PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL 3!}. PAINT ft DASHED WHITE BIKE LANE LINE PER CALTRANS DETAIL_ 39A. PAINT 12" WHITE HASH LINE 45" AT 50' O.C . . INSTALL S_IGN PANEL INDICATED ON 4"x4" REDWOOD POST PAINTED "IRVINE BROWN", . EXISTING SIGN OF TYPE INDlCATED TO Bl:'. RaocATED. . REMOVE EXISTING SIGN. SB • REMOVE EXISTING STRJPING -OR PAVEMENT LEGEND BY SANDBLASTING. · REMOVE RAISED PAVEMENT MARKERS (IF ANY). l • • . NOTE: STRIPING AND INSTALLATION OF RAISED PAVEMENT MARKERS SHAU. BE'PER CALTRANS STD. PLANS_ A20A. -A20D (JULY 1992), CALTRANS TRAFFlC· MANUAi, _AND CllY Of IRVINE STANDARDS. THERMOPLASTIC PAINT SHALL NOT BE USED, ANY· EXISTING STRIPING ·coNFUCTING WITH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING AND RAISED PAVEMENT MARKERS REMOVED. . . . . . ' , ' . \i. ,- v'l L,.J. L 0. \I\ I II] I' ..... I-!\ {.!) z ~ ([ □ 0: UJ [Il ~ ::J z .. ' -. -• , ') ;._ . ' ' --~-,-: .. ,.. ' . . !' •. <. ' I I 1. I l I •. ,. ...... ., . . . , 0 0 . 0 0 + . r----W..-. > ..-0 a:l<( <Cl-(/) w ww (/) z I -.. . . .. .• • . . MACARlllUR BOULEVARD STA. I 11 +00.JJ: BONIIA CANYON DRIVE FUlURE MEDIAN AND STRIPING PER CllY OF NEWPORT BEACH OWG. NO. R-5689-S .• . . --- ------ ------ \ I co / / / ------------- - ------------------- . . . : ;_ ... _/: r . • -----------------,---- • ' ... -·----- - - :j )1 r, ---. ...-i --, ---!J I N -.-'"1 OJ --.. ---t,-- - __ .... OJ sj--------N - - ------------------ -------- -- (J.J ,'1 C. {/, :J: 1 "f, --<-~--· ~ -·-----t----... 0 0 . 0 0 + r---~3: ~o _J ~w (/) (I) wW zW -(/) _J 0 0 . 0 0 +'<:1- c.o I N U) ~1- ~L::j (/) w I WU) z _jW w :CU) u ~ 2 SIGNING· AND STRIPING NOTES: .. 11001 PAINT 12· soLID WHITE LINE. .cRosswAU<s sHAl.l iii: PER cITY or -lllVINE STD. PLAN NO. 203. • ' • • ' • • ' ~ PAINT PAVEMENT LEGENO INDICATED. . . j102I PAINT 4• BROKEN WHITE LANE LINE PER CAI.TRANS DETAIL 9 WITH SO.LID 50' END SECTIONS. (lYPE ·C RAISED PAVEMp{T MARKER) . . ~ PAM MEDIAN WITH 1WO ~-SOLID DOUBLE YELLOW LINES WITH CENTER, 3" P~Nl'EI} ' , BLACK PER DETAIL 29. • • • • • · • . ., . \ 04 PAIW 8" SOLID WHITE CHANNELIZATION LINE PER CALTRANS DETAIL 38.' I 05 PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CALTRANS DETAIL 37. PAINT 6" SOLID WHITE BIKE LANE LINE PER CALlRANS DETAIL 39. PAINT 6" DASHED WHITE BIKE LANE LINE PER CALTRANS DETAIL 39A. • 1 OB PAINT 12" WHITE HASH LINE 45" AT 50' O.C. INSTALL SIGN PANEL INDICATED ON 4"x4" REDWOOD POST ,PAINTED "IRVINE BROWN". RL EXISTING SIGN OF lYPE INDICATED TO BE RELOCATED. R 'REMOVE EXISTING SIGN. I SB I REMOVE EXISTING STRIPING OR PAVEMENT LEGEND BY SANOBlASTING. REMOVE RAISED PAVEMENT MARKERS (IF ANY). [I] EXISTING (TO REMAIN IN PLACE) NOTE: STRIPING ANO INSTALLATION OF RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS STD. PLANS A20A -A20D (JULY 1992). CALTRANS TRAFFIC MANUAL, AND CITY OF IRVINE STANDARDS. THERMOPLASTIC PAINT SHALL NOT BE USED. ANY EXISTING STRIPING CONFLICTING wrrH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING AND RAISED PAVEMENT MARKERS REMOVED. • .• ' • tSSI '/1. s ' ,. . . . ,,. .,, -. 31520 - Oti-30-:98 . : ... f-(/) w