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HomeMy WebLinkAboutR_5803_SGeneral Notes, 1. Al.I. WORK SHAU. CONFORM 10 l!IE SfANOARO SPECIFICA110NS (SfANDARO SPECIFICA110NS FOR PUBUC WORKS CONSTRUCl10N). Cl1Y OF IIMNE srANDARD DRAWINGS, CllY OF IRVINE srAN-DARD SPECIFICAllONS AND l!IE CURRENT W.A.T.C.H. MANUAL. l:ACH OF THE MOSt RS:ENI' DAlE. 2. l!IE CONIIWlrOR SHAU. lEID'HONE l!IE CllY OF IRVINE AT LEAST 1WO WORKING DAYS~ HOURS) PRIOR 10 SfARllNG CONsrRUCTION (714/126-~- 3. AU. UNDERCROUND FACILITIES SHAU. BE INSfAU.ED PRIOR 10 SURFACING OF SIREIS. THE INSfAUAllON OF Al.I. UNDER-GROUND FACIUTIES CROSSING EXISTING ARIERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OlHERWISE APPROVED BY l!IE Cl1Y ENGINEER. CONSTRUCTION PLANS FOR BISON A VENUE EXTENSION FROM MACARTHUR BOULEVARD TO BONITA CHANNEL INDEX OF DRAWINGS CIP No. 2211 Sheet No. Description SIBEET IMPRQYEMENJS; 1 TillE SHEET NO"IES AND l'IPICAL SECTIONS lYPICAL SECTIONS AND DETAILS-OwNII~ 01'1"''"' 1 I 4, Nf'i EXISIINO PAVEMENT DISIURBED BY lllE CONSTRUCTION OF UNDERGROUND INsrMJ.AllONS SHAU. BE COVERED BY A PERMIT ISSUED BY l!IE CllY OF IRVINE. Storm Drain Notes, UTILITY AND AGENCY INDEX A MISCELLANEOUS DETAILS /1) S!IRECT Pl:AN ,.o-r STREET PLAN -BID ALTERNA"IE 5. 6. 7. 8. IT SHAU. BE l!IE CONIIWlrOR'S RESPONSIBIU!Y 10 MRANGE FOR AND COORDINATE l!IE RELOCATION OF Nf'i ElCISIINO UTIL-fflES DEEMED NECESSARI' BY l!IE PROPOSED IMPROVBIENT. WHENE.1/ER IT BECOMES NECESSARY 10 lUNNEL UNDER EXISTING IMPROVEIIEN1S. THE CONIIWlrOR SHAU. SUPPORT 11105£ IIIPROVE-MENIS IN A MANNER APPROIIED BY THE CllY ENGINEER OR l!IE CONIIWlrOR SHAU. SAWCUI: REIIOIIE AND REPLACE 1llOSE 111-PROVEMENIS IN ACCORiwi& WITH l!IE CllY OF IRVINE SfAN-DARO DRAWINGS. 1. 2. 3. IT IS l!IE CON1RACTOR'S RESPONSIBIU!Y 10 LOCATE ANO PROlECI' Nf'i SIJR'ltY MONUMENTS IMPACTED BY lllE PROJECT. 4 IF Nf'i MONUMENIS ARE DISIJ!fill:EP.,_l!IE COHlRACIOR SHAU. • PRESERIIE, REFERENCE. ANO .........,.,_ 5. IT SHAU. BE l!IE CON1RACfOR'S RESPONSIBIU!Y 10 LOCATE ~~~TElll~ Dlll~ ~.S:-1\LE ~lEID'~lE EiC., WHERE.VER UNDERGROUND FACILITIES CROSS A STREEI'. 9. 10. 6. PRIOR 10 ~NG OF UNDERGROUND UTIUTIES, l!IE LOCAllON OF AI.L UNDERGROUl!O F'M:IUIIES ttllCTIIICAI. TELEPtlONE, 7, CABLE 1V, GAS. EiC.) SHAU. BE M>OED 10 IIIPROVBIENT PLANS. IT SHAU. BE CON1RACTOR'S RESPONSIIIMY 10 1IERIFY 8 THE 1.0CATION OF Al.I. ElCISIINO UNDERCROUNO UTILITIES (BY ' 11. 12. POlllOUNO OR OlHER IIE'ANS). COmRS SHAU. NOTIFY UNDERGROUND SERVICE AlERt (U.s.A,) eoo 422-4133 AT 9 LEAS!' 72 HOURS PRIOR 10 mi fXCAVli. 10 LOCATE EXIST-' INO UTILITIES. AI.L CONCREIE WORK AS SHOWN ON PUNS ~ a. ounER. S!ORII DRAIN PIP!, IIANHOLES, SIDEWALK. Ert; SHAU. BE EXIRA SIREN(ffll CONCREl'E WITH 7 SACK II CEMENT OR 8 SACK 1'IPE V CEMENT, UNLESS DEEIIED UNNECESSml' BY SULPHATE CONrENI' 1ESIS AS APPROIIEO BY THE Cl1V OF IIMNE. FLY ASH H>DIIMS AND/OR SUBSIIIIIIES SHAU. NOi' BE PER-IIITTEO, CON1RACTOR SHAil. OBrAIN Nf'i REQUIRED O.S.H.A. PERllllS PRIOR 10 Nf'i fXCAVATIONS. 13. MRCWI BOARDS SHAU. BE USED ON Nf'i LANE CLOSURES ON MIERW. srREEIS. 14, SWRRI' BM:KFIU. SHAU. BE REQUIRED WHEN TUNNEUNG UNDER CURB ANO OunER. SWRR'f BM:KFIU. IS REQUIRED AROUND AI.L IIANHOI.E CONsrRUCIION Wl1lllN PA\IB) SIREE1S, 15, ASPHALT SWRRI' SW. SHAU. BE APPUED 10 ElCISTINO PAVEIIENI' SURFACES DISIURSED BY CONSlRUCllON. SWRRI' SEALS SHAU. BE PLACED OIIER RESURFACED (M: PAVEIIENn, UTIUIY 1RENCIIES. l!IE FUU. L£Nant OF THE UTIU1Y TRENCH, A MINIMUM OF 20' WIDE ~ 10 TRAmC FLOW, AN!) A IIINIIIUII OF ONE IIAlF l!IE ROAOWAY WIDTH (CURB 10 MEDIAN) LONGIIUDIIW. 10 TRAmC fl.OW. EXISIINO ROADWAYS 10 BE RESIRIPED SHAU. HAVE SWRR'f SW. APP~ THE EN!IRE ROM>WAY UIIITS 10 BE RESIRIPEO 0.E. CURB TO MED INCWDING CROSSWAU< IJIIIIS. ASPHALT SUJRR'f SW. SHAU. BE I IN ACCORDANCE WITH SECllON 302-4 EIIULSION-AGOREOATE SI.URRY OF l!IE SfANOARO SPECIFICATIONS. 16, Al.I. WORK IN l!IE Cl1V OF NEWPORT BFACII SHAU. BE DONE UNDER AN ENCROACHMENI' PERMIT ISSUED BY l!IE PUBUC WORKS DEPARIMENI' AND SHAU. BE OBTAINED BY l!IE CON1RACTOR AT HIS fXPENSE. u.,., ...... -.Alert ·-- CAUi TOLL FRD ,_._,.. TWO WORKING DAYS BEFORE YOU DIG NOT/CC TO CONTRACTOR PURSUANT TO ASSEMBLY BILL J019 NO DICAVATION P£RI.IIT IS VAUO UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY 1.0. NUMBER fR(]l,I "UNDERGROUND SERVICE ALERT" (l-800-422-41JJ) AT LEASE mo WORKING DA lS PRIOR ro CCI.II.IENCING DICA VA 1/0N. 7 8 II 4 s 2 1 NO. .:::: -7J • REVISIONS STATIONS SHOYIN lllUS 0+00 ARE STORM DRAIN SfATIONS AND ARE INDEPENDENT OF Al.I. CENlERUNE STATIONS. A1.L WORK SHAU. CONFORM 10 l!IE STANDARD SPEaFICATIONS FOR PUBUC WORKS CONsrRUCTION, aTY OF IR~NE STANDARD DRAW-INGS, CITY OF IR'IINE STANDARD SPEaFICATIONS. AU. APPUCAIILE GENERAL NOTES AND l!IE STANDARD SPECIFICATIONS OF l!IE STATE OF CALJFCRNIA. A1.L TRENCH EXCAVATIONS SHAU. CONFORM 10 STA1E OF CALIFORNIA CONSIRUCTION SAFETY ORDERS. AU. PIPE SHAU. BE BEDDED IN ACCORDANCE Yffll DETAILS SHOYIN ON SHEET, l!IE CITY OF IR~NE PRo.ECT IIANAGEIIENT DIVl510N SHAU. BE NOTIFIED AT LEAST 1WO WORKING DAYS (48 HOURS) PRIOR 10 START OF WORK AT 728-8505. A PRE-coNSlRUCTION CONFERENCE IS REQUIRED PRIOR 10 START OF CONsrRUCTION. R.C.P, SHAU. CONFORII 10 APPUCASLE A.S. T.M. STANDARDS. SUBS111U110N OF A.C.P. FOR R.c.P. IIUST HAVE PRIOR APPROVAL BY aTY ENOINEER. AI.L FIU. MATERIAL SHAI.L BE COIIPAC1EO 10 90,S RELATIVE COM- PACTION AS DETERIIINED BY CALIFORNIA TEsr METHODS 218 F. A1.L MATERIAL TES11NO FOR l!IE DRAINAGE FACIUTIES SHAU. BE PRO~DED BY l!IE aTY. NOlE: FOR SOILS INFORMATION SEE: FINAL GEO"IECHNICAL/MATERIALS REPORT SAN JOAQUIN HILLS lRANSPORTATION CORRIDOR DESIGN ELEMENT 3.3 STATIONS 1054+00 TO 1145+00 PREPARED BY: PAQFIC SOILS ENGINEERING, INC. 3002 DOW AVENUE. SUl"IE 514 lUSTIN, CA 92660 DA lEO: AUGUST 19, 1993 REISSUE: FEBRUARY 16, 1994 IRVINE RANCH WATER DISTRICT (IRWDl <OPERATIONS) AL HARRELL PACIFIC BELL rm n>HONn FRANK DONOGHUE SOUTHERN CALIFORNIA GAS COMPANY JESS SALZAR SOUTHERN CALIFORNIA EDISON COMPANY (DISTRIBUllON) LEE DICKERHOOF SOUTHERN CALIFORNIA EDISON COMPANY CTRANSMISSION) ANITA VALKO COX COMMUNICATIONS (CABLE> CHRIS POWERS COUNTY OF ORANGE SANITATION DISTRICT JOE RYCRAW MESA CONSOUDAlEO WATER DISTRICT RAY BAREIA METROPOLITAN WATER DISTRICT RALPH BACHMAN UNDERGROUND SERVICE ALERT NOlE: SEE SHEET 3 FOR ABBREVIATIONS AND LEGEND LOCATION MAP IPLAHB PREPARED BY• .. ,,. APFROVEDB RMB 1~7 CITY EN DRAWHBY• IWA ENGINfl:RS DAlE 6001ht(lly ___ , RMB 1/30/97 ~ CA9™8 DE8IOfBJ BY• 40i&-Ol60 Fa,(114)456-01 .. ,,. ... ~ OI• KEN 1/30/97 CHECKED BY, -· RECOl&IBl)ED BY• ..,,. RC.E. .. ,,. 714 453-5611 714 666-5888 714 634-3049 714 458-4414 714 536-6854 (714 240-8818 1714 962-2411 (714 631-1291 (714) 720-0427 1800) 422-4133 1----l.__11) f14wt' SlREET PLAN -OWNER OPTION 1 mm: ~~8~ffi -OWNER oPTION 1 fu_~~~---Mi!.>.\m,P}J:AILS -~ • •. a_;_. ~ ~ fi~~ 11a'N°ffl/L,ROFILES DRAINAGE PLAN AND PROFILES -BID ALTERNA"IE ONLY DRAINAGE PLAN AND PROFILES -OWNER OPTION 1 PAVEMENT DELINEATION AND SIGN PLAN PAVEMENT DELINEATION AND SIGN PLAN PAVEMENT DELINEATION AND SIGN PLAN -81D ALTERNA"IE PAVEMENT DELINEATION -OWNER OPTION 1 15 16 17 18 19 20 lRAFFIC SIGNAL PLAN INDUCTIIIE LOOP DElECTOR -81D ALTERNA"IE 21 SIGNAL INTERCONNECT LAN,-""~""'- 23 CROSS SECTION -OWNER OPTION 1 ( 2;2;, __ ,.....,_~ cROSS SECTION -OWNER O Tl N 1 24 CROSS SECTION -OWNER OPTION 1 25 CROSS SECTION -OWNER OPTION 1 ,l.o'(" fr p~"f" Ol' r-L~ , tE.collJ> ~1.X, te.T 26 CROSS SECTION -OWNER OPTION 1 27 CROSS SECTION -OWNER OPTION 1 un~!-,28!!....,.. __ ,......:c~R~O::SS:".;SE~C:'.TI~O::N;_-~O::WN'.:!ER:!!...;O~P:.'.Tl~O:N.:1~--------, 1 BISON AIIE. CROSSING DOMESTIC, RECLAIMm WA"IER MAINS SIBEET LIGHT; 1 SHEET 1 OF 2 2 SHEET 2 OF 2 JRANSMISSIQN MAJN; 1 SHEET 1 OF 4 2 SHEET 2 OF 4 3 SHEET 3 OF 4 4 SHEET 4 OF 4 BENCH MARK• OCBM 3FF 7 77 IN l!IE SOU111£AST PART OF l!IE JUNCTION OF UNIVERSIIY ORNE AND CALIFORNIA ROAD, 43.0 FEEi' £AST FROM l!IE CENTERUNE OF CALIFORNIA ROAD ANO 97.4 FEEi' SOUlll OF l!IE CENTERUNE OF UNNERSRY DRIVE: SE1 AN ALUMINUM CAP ON l!IE TOP, NOR!HWESI' CORNER OF 4.5 BY 7.5 FOOT CONCREl'E CA'ICH BASIN. ELEV. 23.596 ADJ. 1976 l!IE CENIERLINE BEARING OF CAMELBACK srREEI' ~ MEASURED BETWEEN l!IE CllY OF NEWPORT 8fACII WEI.L MONUMENTS PER TRACT 6680. SAID MONUMENTS AT l!IE CENTERLINE INlERSECTION OF CAMELBACK STREEI' AND BISON AVENUE, AND l!IE BC OF A 1200 FOOT RADIUS CURVE. l!IE SAID MEASURED BEARING ANO DISfANCE IS N0'1 '28"E AND 725.28 FEEi". CONSTRUCTION PL.ANS FOR 26710-Mc PRo.EOT NO. Bison Avenue Extension 2211 CITY TITLE SHEET 1-----------------------l&HEET 1 OF IRVINE OF 29 DATE I PUBLIC WORKS DEPARTMENT J.N. 143.08 06/26/97 07:03:56 FILE a J:\143.08\PlANS\14308S01 -PL/9,V fF g O • L_ _________ --------------------------------------------------------------------------------------------------'-=-'-'--=---=-'-'"'--------- GRADING NOTES CONST TYPE "A-2" CURB PER IRVINE STD PLAN NO 200 CONST TYPE "A" CURB PER IRVINE STD PLAN NO 200 CONST SIOEWAU< PER IRVINE STD PLAN 201 CONST 6" AC OVER 12" AB PER TABLE ON SHEET 2 JOIN EXISTING PROTECT, ITEM AND UTILITY Ov.NER AS INDICATEO SAWCUT REMOVE. ITEM AS INDICATED ADJUST TO GRADE, ITEM AS INDICATED, BY UTILITY Ov.NER INDICA TEO 0 REMOVE, ITEM AS INDICATED 11 CONST ACCESS RAMP PER DETAIL A ON SHEET 4 12 CONST PARABOLIC CURB lRANSITION PER DETAIL, SHEET 10 13 CONST METAL BEAM GUARD RAIL PER CALlRANS STD PLAN A77 14 CONST TYPE A DIKE PER CALlRANS STD PLAN AB7 @-CONST EXPOSED AGGREGATE CONCRETE PAVING PER IRVINE STD PLAN NO. 109 @),g-CONST ACCESS RAMP PER DETAIL B ON SHEET 4 ra®-coNST 3• DIA. PVC CONDUITS F'OR F'UTURE SIGNAL ~CONST MODIFIED TYPE "A" GUTTER AND lRANSITION PER DETAIL CON SHEET 4 @)-CONST PARABOLIC MEDIAN CURB F'LARE PER DETAIL. SHEET 10 ~CONST FILL, SEE TYPICAL SECTION ON SHEET 2 ~CONST MEDIAN LANDSCAPE BY OTHERS e,-SlREET LIGHT WITH 22,000 LUMINS/200W TO BE INSTALLED BY SCE @---RaOCATE INTERF'ERING PORTIONS. BY CONlRACTOR ITEM AS INDICATED @-RELOCATE CHAIN LINK F'ENCE PER CALlRANS STD PLAN A65 ~CONST DRIVEWAY TYPE II PER CITY OF' IRVINE STD PLAN 205 ~CONST DRIVEWAY TYPE I PER CITY OF' IRVINE STD PLAN 204 ~CONST DEAD END SIGNING PER CITY OF' IRVINE STD PLAN 400 ,er-ADJUST TO GRADE BY CONlRACTOR, ITEM AND Ov.NER AS INDICATED ~CONST UNDERGROUND SCE FACILITIES PER ATTACHED SCE PLANS @-CONST 0,2' AC OVER COMPACTED SUBGRADE CONST MODIFIED TYPE "A" CURB PER DETAIL ON SHEET 10A INSTALL 1" RW SERVICE LINE PER IRWD STD. DWG. W-1 CONSTRUCTION NOTES F'URNISH AND INSTALL 18" RCP (D-2000) F'URNISH AND INSTALL 24" RCP (D-2000) F'URNISH AND INSTALL 36" RCP (D-2000) CONSlRUCT CATCH BASIN TYPE II PER COi STD 301 AND Hinge Point LOCAL DEPRESSION PER COi STD. 303 © CONSTRUCT JUNCTION SlRUCTURE TYPE I PER COi STD, 306 ~ 1/4 TON RIP-RAP, 20'x20', 3.5'MIN. THICK ::lZ}CONSTRUCT HEADWALL PER CALlRANS STD. 0-89, H=3'-8", L=B'-6" /";;\_ __ CONSTRUCT CATCH BASIN WITH MANHOLE IN THE SlREET PER APWA ~ STD. 307-0 ANO LOCAL DEPRESSION PER APWA STD. 313-0 CASE G _(g} PLUG END OF PIPE WITH BRICK AND MORTAR BULKHEAD @E-CONSTRUCT CONCRETE COLLAR PER COi STD. 310 CONSTRUCT JUNCTION SlRUCTURE TYPE II PER COi STD, 307 CONSTRUCT JUNCTION STRUCTURE TYPE rv PER COi STD 309 CONSTRUCT CATCH BASIN TYPE I PER COi STD 300 ANO LOCAL DEPRESSION PER COi STD. 303 © PAVEMENT STRUCTURAL SECTION TRAFFIC INDEX -9.3 R-VALUE -42 ALT AC AB ASB A 10" ./ ../ e• 6" 12" ./ C 6" 9" 3" • Assumed for Quantities Hinge Point F'URNISH AND INSTALL 2-3" PVC SCH 40 CONDUIT WITH PULL ROPE 99' & Varies 81' & Varies Vories Vories See Pion See Pion l xisting vmt -, 5 L.._ (2%-8?:) ---------- R/W 18' & Vories Vories 15' Min I~ ol ::l ~I~ ~lo jlZ ..: ~ Ojm .., ·e1~ ::1 I ffi I~ I Wetlands , Do Not Enter _....,_,._ 10· R/W 18' See Plan I Location I 3 L--~- R/W For 2% - 18' 2% - TEMP. 24" HIGH SILT FENCE Slope = 2.2% Min 8% Max (Match Existing) XIS ..., Grode i,, 6' :J!: (Min) Remove Exist Improvements .... .... "' ........ *8=15' Min or 1/2 Slope Height (h/2), Whicever is Greater. Maintain Width of at Least 172 Remaining Slope Height During Reconstruction. MACARTHUR BLVD TYPICAL SECTION (BID ALTERNATE ONLY) 1----------~----, ote: •• 1 • ' ' 1. See Layout And Intersection Details For Typical Section Variations )( .., 0 C ::::; '6 Q. N N Hinge Point R/W 18' 2% - 0=2' (Min) q;_ Bison Avenue=::-1 __ ....:1~6.::.4, ___________________ --iR/W 85' I 79' 45' 22' 61' I I 0.96' Level Line 1. 15• I IRWD EASEMENT ------ Existing Ground (Typ) 2' Below Finished Grode Unclosslfled FIii ---- 6' Raised Bison Avenue Extension Sta 108+78.43 To Sta 109+61.00 q;_ Bison Avenue 152', 164' & Vories 73', 85' & Vories 55' 67' & Vories 61' 65' 45 • & Vories Var 8' 0.69' 0.96' & Vories ---------- 79' 45' 0.83' Level Line 2.2% & Var -2.2% & Var Line l ------ 15' IRWD EASEMENT Unclossifled FIii -\--p~~~-;:d:-I 4 \_6' & Var Raised Median Existing 1 Ground (Typ) I 2' Below Finished Grode I. MCWD EASEMENT Bison Avenue Extension Sta 106+22 To Sto 107+50 SCE Ii--■ ____:.=:-----1, I 0 I I I I I I I 39" MWD 18' 2% --~-- R/W 18' 5•r SW 2% 2% ~ --~-- 2' Hinge Point S Existing Ground ...,<.·, ',~o .... -- Existing Ground 2' ""c,'f._,,, n•' .,,, ., . .,, .,, ,,,, <-·, !!sting ', ~. Ground ........ o ... .... , ........ ...._ __ Hinge Point 73', 85' q;_ Bison Avenue~ ___ 15=-2=-'.:..• _1 ... 6_4_' ... &_V_o __ ri ... es _________________ R..,/W & Vories 79' Existing Ground 55' 67' & Vories 65' 45' & Vories o' & Var 6', 16' & Vo 0.69' t 0.96' l Level Line ------ I I 1. 15• .1 & Varies 2.2% & Var 2.2% 2.2% --~--;;~-;::-I----- 5• & Var Raised Median Existing Ground (Typ) 2' Below Finished Grade 61' 45' 2.2% & Var ------ ,. I I IRWD I EASEMENT Unclassified FIii MCWD EASEMENT Bison Avenue Extension Sta 101+80 To Sta 106+22 18' 2' 0.83' Line 5•r .,, ""c,'f.,,,, SW ,i;.'.,,,," 2% 2% ,,, -_-::::, __ -· <:1 ~xisting ", ~ Ground ".t)-1-', ..... ...._ __ Hinge Point -- SCE 15' .,o MWD NT I I I I 39• MWD _, hi 7 ____ .. CONSTRUCTION PLANS FOR PllOIEOT NO. : .,_. ~~a&,~-, Bison Avenue Extension 1111 J.N. 143.08 12/09/97 08:45:24 Fll.E • R4308S()2.DIYG l-=4Ll--l~---------------r----r,,1iilll',~,j7 I ~ u1 °'11111 n.111445M1 NOTES AND TYPICAL SECTIONS .., I -~8!-+,-;;-;;;;.;;:;l-;;:::=.r.:::::..::::-=:::;;:;-------------tllllA!!!!!!llll!!!!.JIIYoL.dRM!:!!Bb,~u~-~~QPMPiPjl11BD1iifiUlllllliiiii,,iiillllflliiiii110Hii1 n c n n - - ' - - ' - - - ~ - : : : : - : : : = : - : : - - : - - - - : - - = - - - : - : = - ; ; - : ; - ; - : . ; - = - - l eH!lll'-=•'-- r 2 12 9 97 Revised Macorthur sidewalk -•• -I ,. c IT y of I RV IN E l-...!1L-...J_!!8~0=!5(!9!_!7µ!!Revl!!J!!Sed!!!..!:~lca!!_l ..2Sect=lo!!!n ____________ --j..!!!!!!!!!!m!!!.!!r,,!?-=!!!RM~B=l~1/!;!=~~!;l!9,!.j7 I )k,,(j--:::--C IS'U<f& "'1,I.., o, 19 NO. DATE REVISIONS _..,. KEN WS1JjJ_ _4tr.:tAA _,aw.rai.;,, PUBLIC WORKS DEPARTMENT 103.86 TC 102.98 FL 104.28 TC 103.59 FL 104,16 TC 103.32 FL J.N. 143.08 09/24/97 19:55:57 FILE n 14308503.0WG AB AC -ADJ ALT ASB AVE BC BCR BEG BLVD eve CB CIP YCL CMP COi CONB CONST OET OWY E. E/ EC ECR ELEV E'LY ESMT EX, EXIST rs G H HGL INV INT IRWO JS w L LF LT 103.36TC G. CB A1, L-=-14', Ha:4' ST STA 107+27,73 113,:SS Lt 103,19 TC 102.38 FL 100,10 TC 103.07 1C 99.27 FL 102.40 FL 100.22 TC 99.55 FL 2' 2' 18"RCP 103.83 TC 102.80 FL \ 2' 103.62 TC 98.03 TC 102.86 FL 97.36 FL 97.92 TC 18"RCP 97.06 FL 18"RCP L-21', Hm-4' "'-in 8 .001.t ·, ·, 99,78 TC )-6 98.93 FL 99.84 TC 98.97 FL \ 97.45 1C 98.78 FL 97.56 TC 98,73 FL PROFILE GRADE AT BRIDGE APPROACH SLAB STATION 109+61.00 2.2X ~ SEE NOTE 6 i VARIES PVMT. WIDTH TO THIS POINT 1 1 2· TYPE 'A' CURI:, PER CnY OF IRVINE STD PLAN 200 MODIFY GUTTER IS REQUIRED 2.2x __ ~ PROFI: ::~; I ..... 1'IP NOTES : 1. ALL CURBS ANO GUTTERS SHALL BE PORT!.ANO CEMENT CONCRETE. 2, CONSTRUCTION JOINTS AT 10' INTERVALS. J. MOISTURE BARRIERS SHALL BE REQUIRED IN ACCORDANCE WITH CnY or IRVINE STD. PLAN No. 222, 4. NEW OR REPLACEMENT CURB ANO GUTTERS SHALL BE KEYED UNDER EXISTING CURB ANO GUTTERS IN ACCORDANCE WITH CnY or IRVINE STD. PLAN No, 201. Detail C -Modify Type "A" Gutter at Turn Pockets . ,. .. \ CATCH BASINS AND LOCAL DEPRESSIONS DETAIL ABBREVIATIONS AGGREGATE BASE ASPHALTIC CONCRETE AMERICANS WITH DISABILITIES ACT ADJUST/ADJUSTED ALTERNATE/ALTERNATIVE AGGREGATE SUBBASE AVENUE BEGIN CURVE BEGIN CURVE RETURN BEGIN BOULEVARD BEGIN VERTICAL CURVE CATCH BASIN CAPITAL IMPROVEMENT PROJECT CENTERUNE CORRUGATED METAL PIPE CnY or IRVINE CnY or NEWPORT BEACH CONSTRUCT DETAIL ORIIIEWAY EAST, EAST or ENO CURVE ENO CURVE RETURN ELEVATION EASTERLY EASEMENT EXISTING FINISH SURFACE GAS HEIGHT HYORAUUC GRADE UNE INVERT INTERSECTION IRVINE RANCH WATER DISTRICT JUNCTION STRUCTURE KII.OVOLT LENGTH UNEAR FEET LEFT MAX MCWO MEO MH MIN MWO N, N/ N'LY NO. OCBM 0G OSHA PCC POC pp PRC PVMT R/RAD RCP RP RT R/W s. 5/ SCE so S'LY ST STA STD ss SW TC TCA TIC T TS 1'IP USA VNI w MAXIMUM MESA CONSOUOATEO WATER DISTRICT MEDIAN MANHOLE MINIMUM METROPOUTAN WATER DISTRICT NORTH, NORTH or NORTHERLY NUMBER ORANGE COUNTY BENCH MNIK ORIGINAL GRADE LEGEND -- --TRACT UMIT, {OR R/W) -----LOT UN£ ===== CURB & GUTTER -----PROPOSED STORMORAIN -0----PROPOSED STORMORAIN MANHOLE -• - • -SAWCUT UNE 1/4" Premolded ExponBlon Joint Moteriol R/W Sidewalk In Accordance With Std Pion No 201 OCCUPATIONAL SAFETY ANO HEALTH ACT POINT OF COMPOUND CURVATURE ------·-UMIT OF WETLANDS --SI --SIGNAL INTERCONNECT Iii Mox POINT ON CURVE POWER POLE POINT OF REVERSE CURVATURE PAVEMENT RADIUS REINFORCED CONCRETE PIPE RADIUS POINT RIGHT RIGHT-OF-WAY SOUTH, SOUTH OF SOUTHERN CAUFORNIA EDISON STORMORAIN SOUTHERLY STREET STATION STANONIO SANITARY SEWER SIDEWALK TOP OF CURB -----CENTERUNE EXISTING WATER UNE EXISTING OVER HEAD EXISTING ELECTRIC • EXISTING TELEPHONE EXISTING STORM DRAIN · EXISTING SEWER EXISTING GAS l;l@~~~~G Sidewalk Access Ramp And Croes Wolk In Accordonce With T-24 And ADA------' *Broom Finish For Ramp TRANSPORTATION ICORRIOOR AGENCY THE IRVINE COMPANY TO<lli IS A RICOIIO ORAW1r!G OF TH£ l'-IPilOVEP.<ff !Ot"flfl!D IN THI ffll( BlOCK AIIO HAS BEEN l'llEPM•' w.m 01< THE 81151$ o• INFO~MAT<OIJ COt.lP1LEr JUANISHED ev OTHEAS. THE ENGlllEER ,,. H£5PONSIIIL£ FOR AtlY ERRORS WHICH Hl'M <• ~,COCOOAT£D INTO TlfiS l!Ql\\-'/it.G FROM I:11rOR" • mov.ruo f« OTICIRS \'Jll:Clt IS INTENOW 10 H[ M:TW\I. CO.'lOITIO.-.S. TIit AelUAI. CONDITl(».15 M•·• Ar FROM TKO",;! =N K!hI0.'4 11 mt fh!C!Gt tOG.\l • 0$ l>J,Y ~!UTY tn J;IQU:;;w IT fiXOUtO RI LOCAi 1 THROUG!l flRD rnvtSTlOATIONS Curb Ramp Detail A Curb Ramp Detail B TELEPHONE TRAFFIC SIGNAL TYPICAL UNDERGROUND SERVICE ALERT VNIIES WEST, WATER 7 PlANS PR[PAR[O SY, CONSTRUCTION PLANS FOR ~ , .. IWAENGINEERS Bison Avenue Extension 2211 t~~t==t====================:r------,.,ii£"1 e00theQy ___ , ; .,•~~., ~~~l.808"""'41._,, MISCELLANEOUS DETAILS 4 t:Jt:j~~:~:t~:::::::::::::::::::~=~~::::::::::::::::~-\J!!DR!!:••~Nc.!8!!"'--'::::!!!RM~Bb,IJ=~~?~PRD>iiiiiNm>iiffi'°iiiu"fE"ijBfiDCREC~,~~~Nico,ir,,~.;.:_:....:...;c...__..:...1----=-.,,.,:~,,...,,.....------,-..,,:..-----,,=,--,,.....,,.=-,,-=---l SHEET--'---~ 9/23 97 R9'ised detoll C ond colch bosln fA, fA2 DE~GNED SYc RMB 1 J:i/97 <, / -J. . 'r, _ /. /, CIT Y OF I RV IN E 29 f-...!...-f:!L!""-'"f-!==--==~======='----------4-J!E!~!.!!!a.=:=!!a=.j.!=O~A~TE=,I ' / ~ < ~ ?~(/'[ OF NO, DATE REVISIONS O<ECl<EO SYc KEN !fl!Ufil KLfi4 E. NO<.AN RC.[. NO. '2646 OATE PUBLIC WORKS DEPARTMENT PROJECT NO. _J ,, ·,-,, '~-)..:~~--- .c---J -'"'-:,-----·---~-·...:. . GUY WIRES ',0 FACE OF CURB STA: 102+29.44 CL 12"e PP 64.95' RT in N68'06 5j5 W 30.07 A = 15'09'22" R = 80.00' T = 10.64' L = 21.16' _., __ i ... i ... ~11(-m°''--R R +R ~/8 A = 03'26'01" R = 191.00' T = 5.72' L = 11.45' BACK OF WALK DETAIL A J.N. 143.08 08/12/97 15:42:57 AL£ a J:\143.08\PIANS\R4308S04 1"=20' & 8 STA: 104+90.43 CL 12"e PP 63.75' RT \ 66kY POMR POI.£ (SCE) ACK OF WALK DETAIL B 1·=20· 'j i ' --. -- •. •,-tc'Eoo· GRADING NOTES GUY POL£ 8 1 • 67.~ LT (SCE) 0 CURVE 1 2 .. 4 5 6 7 " 9 10 11 RADIUS 2000.05" 1933.05' 2061.05' ' 35.00' 35.00 35.00 ' 35.00 1.50 2.00· 2010.05· 2016.05' l (D-coNST TYPE "A-2" CURB PER IRVINE sm PLAN NO 200 CONST TYPE "A" CURB PER IRVINE sm PLAN NO 200 CONST SIDEWALK PER IRVINE sm PLAN 201 CONST 6" AC OVER 12" AB PER TABLE ON SHEET 2 JOIN EXISTING Y-;'\_ PROTECT, llEM AND UTILITY OWNER AS INDICATED ~SAWCUT ~REMOVE. ITEM AS INDICATED @-ADJUST TO GRADE. llEM AS INDICATED, BY U'OLITY . OWNER INDICATED ~REMOVE. llEM AS INDICATED ci!9°CONST ACCESS RAMP PER DETAIL A ON SHEET 4 CONST PARABOLIC CURB TRANSlllON PER DETAIL, SHEET 10 CONST METAL BEAM GUARD RAIL PER CALTRANS STD PLAN An IQ\. 88NST 'PtPE A BIIEE PER eAl:lRANS 9'IB PLAN Af!fl ~CONST EXPOSED AGGREGATE CONCRETE PAVING PER IRVINE · sm PLAN NO. 109 @E;-CONST ACCESS RAMP PER DETAIL B ON SHEET 4 @-CONST 3• DIA. PVC CONDUITS FOR FUTURE SIGNAL Curve Data 0 LENGTH TANGENT DELTA CURVE 1358.59 706.68 38'55'12" 12 45.75' 22.88' 01'21"22" 13 133.57' 66.81' 03•42·45-14 54.08' 34.11' 88'31·55-15 53.76' 33.82' 88'02'26_ 16 58.17' 36.22' 91'57'34" 54.98' 35.00' 90•00·00- 4.51' 22.62' 172'24'42- 5.84' 18.05' 167'21'22" 112.43 56.23' 03"12'17" 70.92' 35.46 02'00'56" ECR BEGIN CUR ' FU A~ . I SEE 1RACT 1531 @)--CONST MODIFIED TYPE "A" GUTTER AND TRANSITION PER DETAIL C ON SHEET 4 - Curve Data RADIUS LENGTH 4000.00 136.79' 4065.00 46.12' 1.00 3.01' 200.00· 64.89 ss.oo· 16.30' @)-CONST PARABOLIC MEDIAN CURB FLARE PER DETAIL. SHEET 10 ~G8NST RU. SEE 'PIPIOAL -5E8'11811 8N SI IEC'F-·2 --·--···- ~co.isr~N LANDSCAPE BY OTHERS J'iQm. TANGENT DELTA 68.40 01•57•34- 23.06' 00'39'00" 15.07' 172'24'19- 32.73' 18'35'23_ 8.18' 10•59·25- .. , @'5!-STREET LIGHT WITH 22,000 LUMINS/200W TO BE INSTALLED BY SCE @--RELOCATE INTERFERING PORTIONS, BY CONTRACTOR llEM AS INDICATED :;@-RELOCATE -OHAIN LINK FENCE PER CALTRANS sm PLAN AB& ~CORSI DRIVEWAY TYPE' Jr PER Cllt OF 1RVINE SID PLAN 205 ~CONST DRIVEWAY TYPE I PER CITY OF IRVINE sm PLAN 204 ~CONST DEAD END SIGNING PER CITY OF IRVINE sm PLAN 400 1) lHE CONTRACTOR SHAU. CONSTRUCT CONFUCTIN0 PORTIONS OF CURB AND STORM DRAIN f'AOUTIES AF1ER SCE HAS REMOVED ElCISllN0 P0\\£11 POLES. P0\\£11 POl£S V.,LL NOT BE REMO'/ED UNTIL SCE HAS COMPLETED AU. CROSSOVER CONNECTIONS ARE COMPl.l'!ED BY SCE. !@}ADJUST TO GRADE BY CONTRACTOR, ITEM ANO OWNER AS INDICATED ~CONST UNDERGROUND SCE FACILITIES PER ATTACHED SCE PLANS ~CONST 0.2' AC OVER COMPACTED SUBGRADE ,..,,_...,--...., ~CONS! MODIFIED IYPE A CURB PER OEIAIL ON SHEET 10A ,;;;~INSTALL 1· RW SERVICE LINE PER IRl'ID sm. OWG. W-1 ~FURNISH AND INSTALL 2-3" PVC SCH 40 CONDUIT WITH PULL ROPE \ PROJECT NO. ., ,~"': ._ . ..STA: f 28.70 81SON1 AVE. -~-~ _ STAI ·141+01.88 MACAR1HUR BLYD. ... ..,_ ___ ·-:~---. --,~-----~ ·~· ··, ·\\ I /, I I I . I I I J.N. 143.08 12/09/97 08:40:51 RLE = R4308S05.DWG /;~ o _/ DIKE . PVIIT ;~ I I I I I ' I I 0 Curve Dato 0 Curve Data CURIIE RADIUS LENGlH TANGENT DELTA CURIIE RADIUS LENGlH TANGENT DELTA 1 2000.05 1358.59 706.68 35•55·12 12 4000.00 136.79 66.40 01'57 34 2 1933.05' 45.75 22.68' 01'21'22" 13 4065.00 46.12 23.06 00'39 00 3 2061.05' 133.57' 66.81' 03•42•45• 14 1.00 3.01 15.07 172'2419 4 35.• 54.08' 34.11' 88'31'55" 5 If 53.76' 3.82' 88°02'26" 6 56.17' 6.22' 91•5;34• 7 3~ 54.98' • 5.QIJ 90-0000 15 200.00 64.89 32.73 18'3523 \ 16 85.00 16.30 8.18 10"59 25 17 200.00 75.04 37.97 21'29 50, 18 145.00 18.19 9.11 7'11 21 \ 8 .t. 4.51' ·•62 172'2442 19 160.00 15.61 7.61 1 I 9 5,64 1a05• 167'21 22· 20 2000.00 341.98 171.41 ( / <t_ MACARTHUR BLVD MH (M Rise! &( (MY«>) 10 11 20 .o 201 .o 11" 43 • ! 6.23' 03'1217" 70.92 35.46' 02°00'56" BCR BEGIN CURB & GUTTER 21 140.00 9.51 .75 \ 22 1.00 2.89 7.90 \ ECR \ BEGIN CURB & GUTTER ST. f §!; i \ J.....--=-PROlECT ~D--- 10£ OF SLOPE ec --- - --i:\-\fll'tr.. ----STA: 107+51.66 BC f.1 3:n;..70 22 END MW.lk'ff ....._ STA: 107+44.90 ECR 103+00 C B!)lC BELL) Y VtlRES STA: 101+12.87 POC BISON AVE. 91,87 RT TRAl'l'IC BOX 29 STA: 140+30.80 POC ANODE (MCY«>) MACAR1HUR BLVD 102.30 RT 1 NOTE: SEE SHEET 10 & 10A FOR MEDIAN AND SIDEWALK D AILS U.N.O. 110 GRADING NOTES Q}-CONST TYPE "A-2" CURB PER IRVINE STD PLAN NO 200 CONST TYPE "A" CURB PER IRVINE STD PLAN NO 200 CONST SIDEWAU< PER IRVINE STD PLAN 201 CONST 6" AC 01/ER 12" AB PER TABLE ON SHEET 2 JOIN EXISTING PROTECT, ITEM AND UTILITY OWNER AS INDICATED SAWCUT REMOIIE, ITEM AS INDICATED ADJUST TO GRADE. ITEM AS INDICATED, BY UTILITY OWNER INDICATED REMOIIE, ITEM AS INDICATED CONST ACCESS RAMP PER DETAIL A ON SHEET 4 12 CONST PARABOLIC CURB TRANSITION PER DETAIL. SHEET 10 13 14 15 CONST EXPOSED AGGREGATE CONCRETE PAVING PER IRVINE STD PLAN NO. 109 @);.:s;-coNST ACCESS RAMP PER DETAIL 8 ON SHEET 4 @-CONST 3" DIA. PVC CONDUITS FOR FUTURE SIGNAL 1 8 8 4 a 2 12 9/97 Revised Macarthur sidewalk 1 9/23/97 Add Raised Median Islands NO. DATE REVISIONS ':C---A-ST --_I~-=-====:--,,. @--coNST MODIFIED TYPE "A" GUTTER AND TRANSlllON PER DETAIL C ON SHEET 4 @}CONST PARABOLIC MEDIAN CURB FLARE PER DETAIL. SHEET 10 CONST FILL. SEE TYPICAL SECTION ON SHEET 2 ~ CONST MEDIAN LANDSCAPE BY OlHERS ~ STREET LIGHT WITH 22,000 LUMINS/200W TO BE INSTALLED BY SCE @---RELOCATE INTERFERING PORTIONS, BY CONTRACTOR ITEM AS INDICATED @-RELOCATE CHAIN LINK FENCE PER CALTRANS STD PLAN A85 ~CONST DRIVEWAY TYPE II PER CITY OF IRVINE STD PLAN 205 ~CONST DRIVEWAY TYPE I PER CITY OF IRVINE STD PLAN 204 ~CONST DEAD END SIGNING PER CITY OF IRVINE STD PLAN 400 & ADJUST TO GRADE BY CONTRACTOR, ITEM AND OWNER AS INDICATED ~CONST UNDERGROUND SCE FACILITIES PER ATTACHED SCE PLANS ~CONST 0.2' AC 01/ER COMPACTED SUBGRADE ~CONST MODIFIED TYPE "A" CURB PER DETAIL ON SHEET 10A ~INSTALL 1• RW SERVICE LINE PER IRWD STD. DWG. W-1 ~FURNISH AND INSTALL 2-3" PVC SCH 40 CONDUIT WITH PULL ROPE PUH8 PREPARED BY• I IWA ENGINEERS C5001ht0tyhitM,Jr\Yet.:kfte5 ~ C/19Z608 DA'II! 456-0US& Fas:(714)456-01 DRAWN BY, RMB 1 30 or, DA'II! DE&aED8Y• RMB 1 30 CSU"'-11./,,/.,. CIECKEDBY• KEN DA'II! R POI.E ) H CY«>) 1"=50' '""......,.. 1) lHE CONTRACTOR SHALL INSTIIU. lEMPORARY 24" HIGH SILT Ef)!CING Al.ONG lHE LIMIT OF WORK SHOIIN ON lHE Pl.ANS (AT lHE 10 OFFSET FROM lHE PROPOSED TOE OF SI.OPE). 24" HIGH SILT FENCING SHAU. BE INSTALLED TO PROlECT lHE ElCISTINO ~D AREAS IMMEDIAlEI.Y ADJACENT TO lHE CONSTRUCTION UMllS RIPARIAN PLANTED AREAS. SILT FENCES SHALL CONSIST OF S'lm "T-BAR" SUPPORlS AT APPROlCIMAlEI.Y 8' ON CENlERS \ltllH HEAVY GAUGE YIIRE MESH AND 2.;.• N'ILON-LIKE BLACK FABRIC BEn',U'.N T-BAR SUPPORTS. lHE CONTRACTOR SHALL SUBMIT DETAILS OF lHE SILT FENCING FOR CITY APPROVAL PRIOR TO CONSTRUCTION ADJACENT TO lHE \\ETLANO AREA. 2) AFTER GRADING IS COMPLETE. CONTRACTOR SHALL REGRADE lHE 10' OFFSET AREA AT lHE TOE OF SI.OPE TO MATCH lHE ADJACENT \\£II.AND GRADES. 3) lHE CONTRACTOR SHALL CONSTRUCT CONFUCTING PORTIONS OF CURB AND STORM DRAIN FACILITIES AFTER SCE HAS REMOVE.D EXISTING POYltR POLES. 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T .. i~Nt , +25 I / f I ~111.116 f I I If I 1 I I f I r I" 14,.34, l r---r:=-s..-t--+==-L 'f--=-=-f-t--:::-.=- ~ I I 92 .• I f115.36 / ;1111.t& i. r ~ 115.91 f 114.47 ·t -·--- ·---- <f i 0 J: -~ -·1~~ I". 1 402 i;;! :j I I I f i) I . ifjf I . I l"I 1 • , , ~ : / ~ i , l; J a , ...!!!,!!!) a. o 1 , I~ I---':!'::'::'--I -< .. I I ii • fl ' , .. __ ~~c.. "'I I I w-'»f; • f 1 l '. 7 11 J.19 !._ • W-· ( .,. ·1'-,. .. '. T 1 3.33 -.... I ••• , r I · · · , ' 1 z I 1 '1 • 1 ■ • • • 12 ~ g 0 6 ~ i t a ,., m 8 C S m m " ~ ~ .~ Iii £! ,a, 1~11~ 1~ , ,,x '\i..u il8 ' Jfi-" . . " ~~ i f I ~ll§il ~ §~ii'::I> 0 ; I !\I !9s~ 1 : §:Si'1! 8 p il!::z /::~ '<> ;{D $ ,l!-,; ll '31 ~-:,.. ! tJI ~ .. n ~ 8 - CD -·o "' 0 (l)Oz "'0-1 ~< r 0 ~ .. ....... ; . ·tt• If -'I 01 qq_ ~ ~ ij i r '. • I J • _ ~ , f -to> 1 ; t I r I' 'i.' a 'I I I : I I i j;l I 1--..!:c=-•·➔--=-:; ... I I ' : I • : 11 I a 11_3.0B 1§ l nµa -• ;/· 113.63 ; 2 :-,1 11~18 -~-.. \:I I I · i I I J I m m -i8 :, I ~ 1 , I 1 / S>21¥ ,i • aj I : -f--:;~;<--i f '---S:-p m -, f I f • --.. \/ r /: ~ t ! -~,.,._-.J-i!!~~~~r~;~~J... ·-• i "' , ! 1r-~"""rt-1 , : 1-~-:'f:7-.-..J m s, _ 1,-I \ I I • I 11 i I" la i '--··---- I .,..........,==1--·t->-·-tt.1>--...... ='1.' r 1--=-::r---":--I 1---:=-:r.-.1 :,: .....::;....if.f: ..,.,,---+-' I l09.75, :: / ' . Tr ; ~ I ,, I , • .._rt""mcw-t-t 1 ,-.....,,~=f-----,t--...J • 1 , SI' l 2 I . I" m--f ' I 8 f : i8 , 1, 'i co Ill~ ' f i I 105+00 • ___ 105+00 I 105+00 __ .. . f fl> !! -I ..,ii! / .GB • 105+00 _J_, :1 10&61 :1 . 109. o 1 , 109.44 1 r~ ~ :1 ;t I I i 01!-75 55.. LT 'ii , I ... G8 I I "' ' l'l.lr--......... l;if;'R""'-t--~ k "' I !I! I~ ..-109.291 , I I~ I ,-•n I F' 1 a 1. r.!. ;g I a & !:; , S. ',.......-==-!j!l • O f 1--=.;;-h--== -/ I 107,47 qi -[I 108.77 ~ I IQB.30 ~ '-H,-.1-c"'~--=.:.-;:-::.'::',:c:....:r.:~":..,:-_-_-_--r-..._ I ' GB I f t--;; 77""...J...--, I I I ' I ,---.--,,,=,...,.-, "tO'l ~ w ' I 08.39 r ,' -I tJI • • i:•'ii 1 1 1 "'i f ia· '°-Zl I 0&+00 -·/· ' 106+00 I 106+00 H-f='i~'.-fl.: "" g I G8 --........ I 106.32 END ~461RANS, I 1 .15 , 1 II ~ ~ I .', 106. 1 LT 'i I F.I I /--~-~-~• z 1-I g I f I I I _:-i o 1&: i O Ill I I Sf! I I ! ~o ~ i fa : 105.20 "l ~ i / 105.18 --~tr:-;a f 106.SO / 106.01 I I· • • ti ~ / · 60. LT ! --~--~----• -• f J f /· I ! ~ "1 I I ./, -1:iz":rn"-I I ., ~ i ,'l I I ,J., ., ~ . I ,,. ~ l / ,-......,~~'---: .. -+.:---nc-:-t-t---~--/-:au I ' ·o-+---.... .' CD rri-,-, ' I, , I Pl' I I I • 'I : , ' L ;i STA: 1ft1+4!.39 Bqi I r , f ,.. . , ; 102.37 FL ,_ Ts,· RT . , ; ' i ~ -, / ~ f '102.os FL 10:L701TC ~,1>.. ••• --.. -"' • r ,-......,==-~ :1;===,mr=S;: :=';:''="'11'-::~~';;':;==t-::;:z;t:..:W.--.. 'ii· t·· --• - ? , 1 '" l I ===-+-!-'==.-=---,--+-0 I.. E!"i 101.77 FL : I ..!!!j!""-.C,.,:,'-+-"""""'IU"---+~ ;u ~o ci "'II .... ~~ :II )> ::0 m<c m <D Q -I~ - T /8 101.4 FL:-' m I , ....!.!!1!,,!>u:>r+,-+.....""":>!1?1..!><.--+..;,;,,i;; ;c ! i L :"l l0l.l FL ===--i7'"'1,... ~ffi,--j .. ------·.. n I "---,-fll!------··:· ' ~~"'i-_i~~1:ti:~-:,ttt1~t~t~:"=+t:.~~~~"-tf--~ -~ -.... 8 / ' 100.43 FL .,_ 100.931 TC ,.. I> ; '-;r.;;:F.;-;;;t ' I 1---=-;.::.-+.......,==.=----+--fr' Z I / _, 00.24 FL 100.78, TC .-I> i j ,,_,._, "' ., l -"'"""'~-+.......::==-r<----f---'-Ti: ~ I Cl l"'1 "'O ►-~:II ~< -1-z m 0 ,r CZ :II (D 0 fTl "'O "llxi Fci,(/),-m~ ..... o (I) ~-o f 0 :;o 8 ~ ~ • 100.01 FL 100.83 1t: ,_ 1>· i 7.:j111·1--t=rt::;=,ii=;;;.==f=ir-lttToi:4il clf=i!==::::::;~rr==i=-it-t----:"'/!!!~!=¥J=c::~~"F=.==r~f.i-t;j C I 99.87 FL 1(10;49, 1t: • i> • ... ., : t 9!<:G....!:L.-+Jl!~l!...l!i~~~,,l!ljl~~..: -, n· -. -. -. -. - "I 99.68 FL STA: 10P.'tWi95 Ex:R • -,. . l . "1 • , I 1 100.-'15 1!1' RT...,../ •· 1-=i;;-.#; ' , . . ~. , . . ~r ~ . .:. ·-.. I 109+00 ' / 99.46 i' - .•~ ci I • ~+,;ia-:::..,....-1,;:c=-i-'L-;-i ~ • ~ I I r,;;,.;-r~ ' :!!: I f . i • t":' i " l----:-7ri--~ I -~ VI -,,_. ~ 0 ~ ·-~~ '--1 ..,,.., ,_.fflo ; 9&31 ~'" -r---,T:,;,7,.,.,_.~.,,.;;;.~,-... -;-~.,t';,t'.:1::_~:::_~':.'t.tBB-.~"+lccH=±-t-i--i,IT" p ·•----i-----------~-~--•• -·- I 109+90.117 61' RT !;_ 4 . N ; u-g· , . . I ·o 9738) ' -I , , , • . • !'!'i r-• 1 • l • : 1 -. Mn o I ... ~ = CD _. ~ .. 0 1 JOINEXIS11NG,.CURB."-T. -··--,---·r·-Q)1···IMH "••-r;-....-· .......... , ___ ,_,,. ___ ... _ '11> APPROACH st;AB , ; (97.1111) r l . • I I , 11:1 , r 1! .. ), I 1 !> ti'! -i_ I I -... : ~ 0 a, ,o ta> 1 o a> 0 l ,0>' O O O O O O Q 0 _j I -8 I I ------·-·----------------------------------------------------------------------------' It') I-N :c + c., (0 -0 a:: ... - * -- <t_ MACARTHUR BLVD STA: 100+28.70 BISON AVE I STA: 141+01.68 MACARTHUR BLVD g, 8 I ~ ~ 101 5 Z/i: :-~c . ~'!:: 102 G1,,. ~ ' =-:;!l ' J - - 18 i2 103 , - -- - STA: 103+80.14 / CL a•e PP 57.78' LT ct_ BISON AVE N84•40•52"W STA: -- 12 STA: 104+70.00 EC BEG BAY TAPER 104+23.88 BC 9.74' RT 10.00 RT 104 - ----NSS-38'25-W 87.48' - STA: 106+20.03 END tfAT .. HY-'ER 13.34 LT 19 BEG MEO l;),A!!E 11.99 RT I . 2~&?18+,.._+.,; ,., +oi+cd15 ' 1Ji~i~ll •➔ ,,,.-f--•-·-1- !~/\ •••. • • ..:~~- 1 "=20' 'STA: 101+74.91 ~~0y~FlARE STA: 102+29.44 CL 12"fl PP 64.95' RT it,, / FACE OF CURB °ii>/ -<O * STA: 104+90.43 CL 12"111 PP 83'"' RT l x/, ::::~-=~~~--~-~-=·=-· -~---~~-~,~~~~~~==============i====~ ,I ,.. "'· --~- 1 \_ --THIS Ui A fiICOAO DRAWlllG OF THE lie.n, .. · Mltf -eN T+wi-B4815 QF INFORMATION COMP'ILEO ANO / / BACK OF WALK R:/W y--l!IINTmlD m THE nne BIOCK AND HAS 11ut1 -m:o '" i •; mms1<eo BV DTIIEHS. 111£ -ENGl=R IR NOT / ·,r,Jl'U!tSIBLE FOR ANV RARORS WHICH HAVE .. , c;cOl!POllATED INTO THIS DllAW.~'O FROM INFORMATION / ~,l•.A'll)EO BV OTHERS WH:CH 19 INTENDW TO R[FLEC1 / , ACTUAL CONDITIONS. THE ACTUAL COllOITIONS MAY VARV I \ IMPROVEMENTS 8Y=.OTHE85' FROM THOSE SHOWN HEREOII. If me ffiECISE IDCATION Of ANY FACILITY IS REQU;ll!O IT SMOtnO OE LOCATED TK~utlH FIELD lt\VESTIGATIOl'JS. . 19 - - I ACE OF CURB ~CK OF WALK ) t:::-.STA: 108+02.08 Be ---4.,(~,..:\!V:::-~ END MEO FLARE t,g'STA: 108+22.08 BC - -JB' RT ~ END MED ~E ..._..J~---.._~ ~ -8 RT • -----.............___,,, - ct_ BISON AVE N8S-38'25"W ~8' ~ ;,t. Iii . ... I --·····r·=20· j Cl) 107 . 1' ,, \ 21 ~ 2 -* <O ~~ R-H ~ & & /g_!::i § I?! I! ij jJ I i g t I~ ~ C a--i ~ -:Ii ;,t. ;,t. I Iii Iii -- . ~ 18 ). 'fJ 1f\O -"' I • , !V I co ~ ~ ~ ' -~I .: ri-~~'.~ c...;.. ... ~ON ~RIDGE~ la· BR~~G~~~~ CURB (B'<_O_:r'iERS~ ... -· • ~ • -•• ----·· \ 1~11. if •. r ---IMPROVEMENTS O Curve Data \ 5 <D BY OTIIERS CURVE RADIUS LENGTH TANGENT DaTA 12' 15 1 2000.05 1358.59' 706.88" 3a•55•12· '-V a ,.so 4.s,· 22.a2· 112'24·42· 112 . ' 9 2.00· 5.84 ,a.os· 1ar21·22· 10 2010.os· 112.43 55,23· 03"12·1r ~g - ---- \ \ 11 2016.os· 10.92 35.48" 02-oo·sa· 13 4065.00' 48.12 23.06' 00"39"00" -·-•' 14 1.00' 3.01 . 15.07 • .-., £ 1 15 t .50' • • -3.ST 5.19 f ·~•~·: :=;: to.-cc·-l B 1a.ofY ,a.as· ... 17 130 • • .122.59' 81.34" 05'2410" 18 1978 •~0.93' 80.48' D3"3010" 19 8.0 '2.53' 7.97' 89'48'09" CONSTRUCTION NOTES 20 a.oo•. ,~ so· a.o3 90-,3·49· 21 1.SIJ'( 3:,,5' 4.54 143'2418" ~CONST TYPE "A" CURB PER IRVINE STD PLAN NO 200 JOIN EXISTING 7 IUN8 PREPARED BY, CONSTRUCTION PLANS FOR CONST PARABOLIC CURB TRANSITION PER DETAIL HEREON G001he0ty---· PROJECT NO. 2211 CONST EXPOSED AGGREGATE CONCRETE PAVING PER IRVINE STD PLAN NO. 109 ~CONST MODIFIED TYPE "A" GUTTER AND TRANSITION PER DETAIL C ON SHEET 4 i.12,-CONST PARABOLIC MEDIAN CURB FLARE PER DETAIL HEREON ~ CONST MEDIAN LANDSCAPE BY OTHERS @--coNST MODIFIED TYPE "A" CURB PER DETAIL ON SHEET 10A 8 6 1• IWA ENGINEERS Bison Avenue Extension ~~"-l--+------------------r-----r,o:oa.tim1• ~~r:.ee: .. ",.,-, MEDIAN DETAILS t:j:t:t====t====================================:=..i,.2"""2!!JWH!!..!B!!;Y•:......,:!RM~B=4l!:!:-D;l:'=l3:~n;!:!.197 PIIO'ARED~-. D!RECTION or, f----,,,-,,c==-=----=--=:----::-,=-::-,=-:::-::-=:---1 SHEET l-..!1L.......j!!8!£!/'0,!:5!£;f9!!.!7+M~d~R2!als!!!ed!!..!,!M!!!!ed~l•!!!."~'•!!!!la~nd!!.s _ _;;";_· ----------l..!!DE~61CHD!l!!!!!.!B!!Y•:,.=!R:!!lMl!!B~l~/==30~/=l97 ~ • ! CITY OF I RV IN E REVISIONS DATE :,._h 'l~H', 7 W OF NO. DATE QECKED ev, KEN 1 /30/97 iimv 11. NOUN 11.C.1!. NO. -oATl! PUBLIC ORKS DEPARTMENT 10 29 J.N. 143.08 08/12/97 111149:58 FILE • J:\ 143.08\PLANS\R4308S07 -·---------- --- lYPE 'A' CURB 2-3" P\IC SCH 40 CROSS DRAIN DOWE. 2-f4 X 18° (IYP) DRAINAGE CONDUIT @ MEDIAN CURB ---R-108.39 TC --. R-~ 1 . FS - - 106.38 TC 105,71 FL 107,15 F'S NDSCAI..E . - - 105.20 TC 104,53 FL 106,01 fS -- 104.01 TC 103,34 FL 102.95 102.28 FL I I I I I I ,~ rt I~ ,~ TC TC FL 7• CURB TC FL 8" CURB ~ - J.o';i 8, ,3 F'S -R--- CK OF' WALK --- - 106,32 TC 05,65 FL 105.18 TC 104,51 FL - - VARIES PVMT. WIDTH TO THIS POINT PRORLE GRADE~ 1 l/ 2":I AT BRIDGE APPROACH SLAB 1 /2" R'"1!=~ STATION 109+61.00 6" CURB 2.2" 2.2K & VARIES FACE ----------- . -co 0 - - 104,03 TC 1 ,20 fl. MODIAED lYPE 'A' CURB --- '\_ EXIST. CONCRETE BRIDC~.:--- MODIFIED 1 TYPE "A" CURB NO SCALE 103.04 TC 102,37 FL I I I I I I I 101.00 F'S --0, 5 • AC RE ESs ff! .... ui -0 --I! I I I 101,69 TC 101.19 FL 101,36 TC 100,82 FL 100,92 TC I . 100.34 FL I~ it I a:~ I . . --00 -- 100,10 TC 99,43 FL 99.33 TC 96,66 FL 101,32 TC 100.82 F'S 101,66 TC 101,16 F'S 100,33 TC 99.83 F'S 101.76 TC ----R- 102,49 F'S 101,33 F'S 101,26 F'S 100,86 TC 100.36 F'S 101.54 TC 101,04 FL 101,85 TC 101.35 F'S 100,35 TC 99,68 FL 100,54 TC 100,04 FL 100.46 TC 99.96 F'S 99,46 TC 98.79 FL io - - 100.35 TC. I 99.85 FL I I I I I I \ I ::i\ 8 \ . ' .... \ ~ co \ .., m \ Cl! ,.; '\ .. m ~ •8 :f.: \ B Iii • \ \ I \ I ' \ ' \ \ (:JI Iii \ 99.76 TC 98.93 FL 99.64 TC 98.97 FL \ ~ BISON AVE . DETAIL HEREON F RAINAGE CONDUIT ~, I 99,38 TC I 98,88 FS co 99.67 TC 99.17 FL 0 \ EX. MEDIAN CURB 1 "=20' -------·. -. -------·· 7 IUNS PREPNIED BY• CONSTRUCTION PLANS FOR 111 \ PROJECT NO. 2211 : n.1wA ENGINEERS Bison Avenue Extension t~t=t=:t===================l:------IDAn--1 000111e0ly-We,t,-> t:!-..... 4 =±::::::±:::::::::::::::::::::::::::::::::::=.===============:..i~~!:!:....d!!!!!..~'D~Atl!'~~~~~~mi'~.r.itoor;-r:-a_._ .. (7'-'4)..:...4S6-0_,1 coNSTRUCTION DETAILS llAAWMBY• RMB 1_30_97 ~~OIRECl10H or, I---:=--:==--=---=--=:-----:,-:=--=-,::=,,.-,,=::---, SHEET 1----l~-+9:!:/2~3:!:/9~7+..!:Ad=d:!!ltl~on~olc..,Sh=••:!..t .::_Ad=dc..:R~o:!:lsed~M:::ed:::;lo~n~lsl~a~nd~•:..._ ______ ...µDES1!:!!!!01£D=Bi!!Y•:.::::R:::M!!:B~1='°?i:O~i=l97 / -, /,.~ . _ '!./':---} CITY Of I RV IN E 10A 29 J.N, 143.0B 03/12/97 15'50:156 ALE a J:\ 143.C..\PIANS\R430BS7B DATI! __u ~-~ _gq.j~ OF NO. DATE REVISIONS QIECl<EDBY• KEN 1/30/97 katn.N<MN R.CE.N0.&284e oAii PUBLIC WORKS DEPARTMENT --~---~-----+-----+-: -.:.-~ ---•• +-----"--+-~ ' ~--~cH~- --~--i------• r-1--t-; -- _ _,. -t--:-· ~-~ ••-• -• --•-r-4-•-• - • -t : -t --•·· -.. ----· . ----:----+-+"-• ---4--.--~ • --• • i-•-.i.-~--i--1-•----++-7: _;_ ... -•---1----•---: -• -+-•-- ~ . " ' , 0 " ' ' -•Y /~ ~ 'V'. \ No. I:,, 1 .soo·oo· 2 55'38'39" 3 37'48'11" 4 24•11·1e· J.N. 143,08 09_123/97 08:08:16 RLE = 1430800•.CWG .URVE DATA R 22.110' 22.110' 22.110' 22.110' 1 T L 9.32' 17.87' 11,87' 21.85' 7.70' 14.83' 4.82' 9,50' i ili'--ltt,-------'t<~-----H-5j -105--·-'--'-+--i-, ' I I . JS NO. 1, ft1Mc98.0 _ _L 2 \ -95 85 75 ENO -2. - )~ ' Q10 = 10.1 lFSJ -V MAX ,. 7,88!-FPS - - --.l - Q10 = 6,6 CFS V MAX = 7 .08 fli'S 1 Q3.!l,Qlf'-24"R<: "A" 17 • _ £ INT. "'.'" JS lii<J:1 ~ • A. 1'5+20;26-1:JNt CURVE DATA No, I A I R I l5l I 43'37'13" I 22.110' I , :i_e.14;,_ 4 109+n.27 STA. 0+98 T I L 9.00' I 17.13' 7 8 6 4 8 2 I I 1 9/23/97 Revised Une A. Une A-1, Une A;:.2, and odd Une A-4 NO. DATE REVISIONS ·j. . . . -. . . . . --------· ! ' 75 DAAWHBY• DESIC»EJ BY• CHECKED BY• fd I I . en Cl! ~ i + 0 lg ·teS--.0 -.. ------i · ·105 ! --.. -· .. 95 85 162.92LF-18"RCP i80.63LF-18"RCP 85 Q10 = 3.5 CFS Q10 = 4.8 CFS V MAX ., 7.39 FPS V. MAX a 9.31 FPS PB9Elb£ SCALE HORIZONTAL 1" =50' ' VERTICAL 1 • = 5' LINE "~-1" 0 I / ',-. // . CONSTRUCTION NOTES ~ FURNISH AND INSl'AU. 18° RCP (D-2000) 0---FURNISH AND INSl'AU. 24° RCP (0-2000) ~NOT USED / . .· .... JMY JMY KEN . . ----s,.~- '!!' ~ 0-CONSTRUCI' CATCH BASIN lYPE II PER COi SID 301 AND LOCAL DEPRESSION PER COi SID. 303 .... ' DATIi 1/30/97 DATIi 1/30/97 OAtll l.GW1 • -x'f. " --...: ~ CONSTRUCT JUNCTION STRUCTURE lYPE I PER COi SID, 308 ©-NOT USED ~NOT USED ta\_ CONSTRUCT CATCH BASIN WITH MANHOLE IN THE STREET PER N'WA ~ SID. 307-0 AND LOCAL DEPRESSION PER APWA SID. 313-0 CASE G ~ REMOVE PIPE PLUG AND JOIN 24° STORM DRAIN @-CONSTRUCT CONCREIE COUAA PER COi SID. 310 ~ CONSTRUCT JUNCTION STRUCTURE lYPE IV PER COi SID. 309 ~ CONSTRUCT CATCH BASIN lYPE I PER COi SID 300 AND ~ LOCAL DEPRESSION PER COi SID. 303 NOlE: IT SHAU. BE CONTRACTOR'S RESPONSIBIUTY TO VERIFY THE LOCATION OF AU. EXISllNG UNDERGROUND UTILITIES (B'I' POlllOUNG OR OIIIER MEANS). CONTRACTORS SHALL NCJnFY UNDERGROUND SERI/ICE AI.ERt (U.$.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO NfY EXcAVATIOll TO LOCAlE EXISl"- ING UTILITIES. FOR CATCH BASINS AND L0Ci\L DEPRESSIONS DETAIL SEE SHEET 3 PLAH8 PREPARED BY• CONSTRUCTION PLANS FOR PROJECT NO. 1-IWA ENGINEERS <00111e0ly_.,.... ..... , Q-znge.CA.92868 (714)~1&& Fn(714)45"°1 PREPARE"D ER OIRtCTION OF': ~~ c-1 1/2-~IJi' R.C.E.. MO. 82848 DATE Bison Avenue Extension 1211 DRAINAGE PLAN AND PROFILE 11 f--=--===-::----=-=:-----::=:-::~==-=-=:---1 SHEET_,;.,;:.._ CITY OF IRVINE OF 19 PUBLIC WORKS DEPARTMENT -----.. -----· -· -·-!··· --i--;-r --~-._ I ---i r--------+-•·-~-.:.-;,__t-. -•-I. ---,-·. ' " _ _;__:..__ I I : : ] • • •. --1--·-,-+-!'" •··• --~ -- --- 1--.'-'e-----le---------+-----------, H-0-- ; --, -• --• --+-: • --.. -- I ... 1 -.;.---.....---.,. --- ' __j • ' ; i l ~-r-~ -r~·-.--~-t-• 0-1--<---t--,-+-+--'--.;....---L---•--+--- ~-~ -+--~-----j---r-+-•• i- • ' • I -~-: ~--·-:=~=r~~:-=-~-~ I I--·,_-. ,i-,--_;..· +--. --'-·. ,_' -~·--+---------· ~-tOO-. , I Q10 ., 2,78 CFS V ·MAX o -10.-33 FPS • • - . ~~ ...... -----1 •--• i·-t-•·-. . ....;...._,.____.,. -r -t-___ .,,._ --•·· , __ r--:·· ·-• -· -! --• :-----~ -i. • : C LINE "B" 2 1 I ~,i~~~ ~b.;:.;~ :: --·--/ ',.-( J, -----' • -----+---,() ! ' ' . I I I I I I ~ ' ~ I ! I I -. ~ 4NI' EX.48"RCP -SO SfA. 0+00 S'F. SY4 ·101+94.6:a 73.58'Rt - JS N0.2, RIM•118.1 0 , I I PRO[lLE SCALE I ! HORIZONTAL 1" =50' I . VERTICAL 1" = 5'' PLAN SCALE 1· = so· ( •c• BARS-2 ABOVE AND . 2 BELOW OPENING \ ' z :i 'o, f4 @ 12· "A" BARS V OUND PER NOTE 1 12" MIN "C" BAR-2 ABOVE AND 2 BELOW OPENING D 12· 15" 18" 21· 24" 27" 30• 33• 36" 39• 42" -' T "A" BARS •c• BARS 4-1/2" 4-1/2" 5• 5-1/2" 6" • "' 6-1/2" @ ,n ... 7" .. "" 7" 7-1/2" 5• 8" #4 (NP) #4@12" PLAN Of CORNER CONNECTION SECTION c-c ... ... -.... -·-.. ·_ NOTES: 1 ROUND EDGE or OUTLET TO 3• RADIUS 2 REINFORCEMENT SHALL BE 1-1/2" INCHES CLEAR FROM FACE or CONCRETE. 3 IN CONNECTING TO AN EXISTING STRUCTURE BREAK OUT PORTIONS or THE EXISTING STRUCTURE SIX INCHES OUTSIDE ITS INTERSECTION WITH THE NEW CONNECTION. BENO ENOS or f4 BARS OVER CONNECTION AS REQUIRED. CORNER CATCH BASIN CONNECTION PEIAJL I I .. -+-- --i _· • ' ,,.,.. -:.• - NO SCALE ··••· .. --- ----+ CONSTRUCTION NOTES ~ FURNISH AND INSrALL 18" RCP (0-2000) (';\__ CONSTRUcr CATCH BASIN lYPE U PER COi STD 301 ANO ~ LOCAL DEPRESSION PER COi STD. 303 0--CONSIRUcr JUNCllON STRUCTURE 1YPE II PER COi STD. 307 NOT£: IT SHAU. BE CONIRAC!OR'S RESPONSIBIUIY 10 IIERIFY 111£ LOCATION OF' ALL EXISTING UNDERGROUND ununES csr POTHOLING OR OTIIER McANS), CO=RS SHAU. NOTIFY UNDERGROUND SERVICE AIIRt .$A 800 422--4133 AT LEAST 72 HOURS PRIOR 10 ~ EX~YATl 10 LOCAlE EXIST- ING ununES. ------ SD STA. 1 +33. 71 -PCC SO STA. 1 +50.03 -EC SD. STA. 1 +52.47 END 18" RCP t CB 8, L=14', H=4.O' ST STA. 139+53.20 81 .26 Rt 4 - 0 CURVE 1 2 3 4 -- I I ~1----.... ---,,,-----~- Curv oarA LENGTH 14'0427 46.18 3711 16 / 47.38 12'1411 40.15 41"3330 16,3 TANGEMT· 23.21 24.56 20.15 8.54 123.23 TC 122.58 Fl 123,45 TC 122.62 Fl 124.17 TC 123.34 Fl 124.40 TC 123.73 Fl CATCH BASIN AND LOCAL DEPRESSION DETAIL BID-AL TERNA TE (ONLY> \ 7 CONSTRUCTION PLANS FOR PROJECT NO. J.N. 143.08 09/24/97 19:58:43 FILE a 1430800~.r,,•G PUBLIC WORKS DEPARTMENT 2211 12 29 DETAIL 9 4" WHITE(50') lYPE IV(L) 2EA(TYP) 4. WHITE(50') w ~ ~ w ow 0 V) + . -w NZ :J :c ~ DETAIL 9 TYPE IV(L) 2EA(1YP) O,\HSII\ 'IIlf\JN 1020\PO-NEW\81$-PDI .DWG 17:00 11/13/96 DETAIL 378( 125') lYPE IV(L) 2EA(1YP) I I I / W74--' DETAIL 37 :r: u i:5 ID ~ lie if 0 -I l:5 i': l:5 0 I I I I I ;;: 0 ...J w ID w We Vlo ·+ w~ :?; N ...J :c (.) i SCALE: 1 "= 50' DETAIL 29(5') DETAIL 38(175') 1. 2. 3. 4. 5. NOTES, ALL PAVEMENT MARKINGS AND STRIPING SHALL BE 2-COAT PAINT UNLESS OTHERWISE NOTED ALL CONFLICTING STRIPING AND MARKING SHALL BE SANDBLASTED UNLESS OTHERWISE NOTED PAVEMENT DELINEATION DETAILS SHALL BE PER CALTRANS STANDARD PLANS A20A, 8, C, D, A24A, AND E UNLESS OTHERWISE NOTED . THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY ENGINEER CITY OF IRVINE SIGNS SHALL BE 4x4 REDWOOD POSTS PAINTED IRVINE BROWN TYPE IV{R)(lYP) "ONLY"(PAINT) DETAIL 39A(200') DETAIL 378(200') DETAIL 38(340') "BIKE ONLY"(TYP) W74 lYPE I (10),TYP 17 • i.~~~ 7--J'-1-~--:-S?-_ D~~::\:(230') ti~z-::.:--::-7¥---~0£=------.A~+ 1--,,1..-_ ~1,-,--,-_ L-----r2~------.. ,---------1"2~------ 72..--- 12 ~ ----- 12" WHITE DETAIL 38(230') 4" WHITE(50'),1YP DETAIL 39(205') CHEVRONS(TYP) THIS PLAN ACCURATE FOR SIGNAL INTERCONNECT PLAN ONLY TYPE IV(L) 4EA,(1YP) DETAIL 9 DETAIL 39A(200') 4" WHITE(50'),1YP APPROVED 7 "This pion is signed by the City of Newport 8 PUH8 PIE'AIED BY• LEGEND, ~~ PROPOSED SIGN ., '-.. '----EXISTING SIGN ABBREVATION, B --BIKE 0 --ONLY F --FREEWAY AB --ABANDON CB --INSTALL CONDUIT INTO EXIST CONDUIT RUN SC --SPLICE NEW TO EXIST CONDUCTORS PP --POWER POLE FNBT --FACE NORTHBOUND TRAFFIC II ...._ II II ,. II II "'I< II II § 11 II II II 11 II ,.-,... II II -,.. II II + II II 11 I -I --~c-.J--,-- , TYPE rV(L) . R7 R7A ·-~. 4" WHITE(50'),1YP 4" WHITE(TYP) DETAIL 9 DETAIL 37 W74 Bison Avenue Extension PAVEMENT DELINEATION PRO,ECT NO. 2211 Beach for concept ond adherence to City 6 standards and requirements. The City is not 4 0 onsible for design assumptions or accuracy." t-~8;--t-----f---------------------\.!!!~!..!!:~~~=-J=~~ DA111 ORAWII BY• m ~ FPL and Associates, Inc. AND SIGN PLAN 1-----------------------l 8IEET 14 &aM~-~ TAAFFIC ENGINEER R.E. NO 22.04 S: DATE NO. DATE REVISIONS DA111 10 Corporate Park, Suite 310 tEBICHDIIY. SPY ...Jl=lllL. Irvine, California 92714 DA111 CtECICED BY, FPL J::!!L CITY OF IRVINE PUBLIC WORKS DEPARTMENT OF 29 ... ''wEST" OVERLAY BLANK MODIFICATION OF OVERHEAD SIGN -------------II] FSBT STA 1228+00 .,, ~ (;!~,;r-Bl;d---;;7 ~ I=-~~,,.-,,-.;~ S/4 I ', 1 Be olloa 1 , ~ I Bison Ave -~ 1----------, L INST:LL 36"x48" OVERLA) REMOVE ''wEST" OVERLAY BLANK MODIFICATION OF OVERHEAD SIGN __ .:__ _________ m FSBT STA 1193+50 .,, ... ... r----------T--------------------7 I Bison Ave I MacArthur Blvd • I k I I ,-I INSTALL 30"x20" BLANK OVERLAY (GREEN) MODIFICATION OF OVERHEAD SIGN ----------------~ FSBT STA 1167+70 .,, -------------"",------------~ BEGIN TOLL ROAD 1 1 ---------------, I MILES WITH MILES Ford Rd / 1 Bison Ave ~ 1 Bonita Cyn Dr I ;---,~ ----'-~----L:.::-:.:~~ ·~~ ~·~· (GREEN) MODIFICATION OF OVERHEAD SIGN -------------m FSBT STA 1154+40 ,--------------, I S I I I I I I I I I I EXIT I ---T------,---..J I I INSTALL "BISON AVENUE" OVERLAY AS ATTACHED TO THE BACK OF SIGN .:..:M:::O__::D.::.IF.:..:IC:.....A:.....Tl__::O.:..:N_O.:_F~S:.....IG:.N_.:__IN.:__M:::E:::D.:..:IA.:..:N.:___~[fil FSBT STA 1225+00 ~!.(ll"lBT ________ ... , I Bison Ave • ~--, I ,. I ' L-z-__________ J \ TYPE REMOVE "EAST" OVERLAY BLANK MODIFICATION OF OVERHEAD SIGN ___ .:__ ________ [fil FNBT NB STA 1118+85 4" YELLOW(TYP) TYPE IV(L),TYP DETAIL _,\/~ ~./ \ 1225+00 ~ / L.::.J 1193+50 _____ _,, -\✓~ • EXIST SIGN / 1162+00 ~-__ ,. \ \ \ lll(R)(T) ' 2EA(TYP)--+-~ R61 ' \ \ R/W~ \ \ DETAIL 38~T) \ \ 12' WHITE CHEV~NS AT 25' C,C 17' 3• ----0~ .. 12' WHITE CHEVRONS ~ "ONLY" LEGEND DETAIL 38(200') 38A '----R18- ' DETAIL 38A(T) DETAIL 37(200') DETAIL 9 4 " WHITE(50')(TYP) TYPE IV(R),2EA(TYP) • THIS PLAN ACCURATE FDR SIGNAL INTERCONNECT PLAN ONLY 7 8 6 4 3 Ill 119 111 SICIN JIODIJtCATION OH NB R-73 2 NI. DRAWN BY• 1 DE8DB BY• NO. DATE REVISIONS ctECICEDBY• #413 DETAIL 38A(T) 12" WHITE(TYP) FUH8 PIEPNED BY• DATE KB ~ FPL and Associates, Inc. IU/10"' IBI' Ga ,----------------~ I Bison Ave ,,, I I MacArthur vd 118 L----- 1 I -..., 1 JohnWayn Mrport 1 ', 1r--------------,1 , IL_____ _ ________ ..JI \ L---------------~ \ I ' REMOVE "EAST" OVERLAY BLANK MODIFICATION OF OVERHEAD SIGN ---------------,[z] FNBT NB STA 1107+00 MODIFICATION OF OVERHEAD SIGN -=---=------------[ID FNBT NB STA 1065+20 REV.~ CALE 1 "=50' l'llCQ8D D;'lAWi?ffl THIS 15 A RtCOl'IO DRAWING Of Tiffi ~1Wfrt15 'tl£11TIFllD lfl ,KE TITLE llU)CI( -~.o HAS [ltrJ ml".V.lO ~ fJ\Af ON Ttlt OASIS OF 11ifO~MATl(»l C(i:'.:~0 At:l> ft<RNISIIED BY OTH£RS. THl 2NQ11':UI> 1$ IW1 ~r, SPON!li8LE FOR M4V tAROA6 WHICH t<AVI ~UN ~,(.-oAPO~AUD ,mo lKi!; OM'N;)."t; =~ ~~:n= ffiO'JiDED 8V O'TKWS m:~ IS m'flJ:l)lll m rt1flle7 A\.-TUA~ COllDITI0-'.9-T>a ~ CO}:DlliONJ f.'Q = llOC;j lttO!:;t St,O,.':i'i ><!~!~ lf T>cr FRliCIU l!!:t4>f!W Of A!fY ft.CIUTV 15 AEQU:,-;."D fr Sl<OUlO Cl wr.e;Ti,O UllH MLD 1'NE&TIGAJ"~ • • -· FNBT NB 6 STA 1118+85 FNBT NB FNBT NB STA 1107+00 7 Bison Avenue Extension PAVEMENT DELINEATION AND SIGN PLAN REV./£ PRO.ECT NO. 2211 15 DATE 10 Corporate Park, Suite 310 BF'( 1------------------------1 81£ET __ _ CITY OF IRVINE _&:SlL. Irvine, Callfornia 92714 DATE FPL 9-96 OF ___c2=.,9!<..- PUBLIC WORKS DEPARTMENT 4 5 6 I , I , TYPE F -1 DELINEATOR AT 50' C-C 12" WHITE DIAGONALS AT 50' C-C(TYP) DETAIL 9(92') DETAIL 38( 142') "ONLY"(PAINT) MACARTHUR BLVD 7 I/ •-, I EXIST EP __/ I I I G59,G28-2 G47,G36 8 • '/ I ",· ;I / EXIST PP-'/ _J / R18(R+) / 12" WHITE DIAGONALS AT 50' C-C(TYP) DETAIL 37(75') DETAIL 38(50') 4" WHITE(50'),TYP TYPE IV(R) 2EA(TYP) 12" WHITE DIAGONALS AT 25' C-C THIS PLAN ACCURATE FOR SIGNAL INTERCONNECT PLAN ONLY APPROVED 7 "This pion is signed by the City of Newport : Beach for concept and adherence to City 8' ' \ \ \ \ DETAIL 40 \ \ 4" WHITE(50')(TYP) \ \ \ \ \ \ I I I ,-R18 I I I 12" WHITE DIAGONALS · AT 50' C-C(TYP) I I I I I I I I I I I ~ I 1 R7, TYPE N-1 I 5 ______ 1.£. ______ 1 . .-12 ··"""12 8' DETAIL 38(252') DETAIL 9(21 O'),TYP ll(R) L-R18A(R+) Mkr FNBT ,6 MB-a 8 SANDBLAST EXIST STRIPING FLAH8 FAEPAIED BY• SCALE: 1 "= 50' Bison Avenue Extension PAVEMENT DELINEATION 7 . PROJl!OT NO. 2211 standards and requirements. The City is not 4 re onsible for design assumptions or accuracy.'" l-~8(-f---1--------------------j.!!!!!!!!!!!.!!!!..~~=jF-~=l ~ ~ ,Ioq& DA18 DIIAWHBY-KR ...!::!L FPL and Associates, Inc. DA18 10 Corporate Park, Suite 310 1-----A_N_D_S_I_G_N_P_L_A_N_-_B_A_S_E_BI_D ___ -1 8IEET 18 TRAFFIC ENGINEER R.E. NO 111J41i NO. DATE REVISIONS DE8l(JIED BY• SFr J=i!L Irvine, California 92714 DA18 CIECllCED BY• m _!:IL CITY OF IRVINE PUBLIC WORKS DEPARTMENT Of _2::::9e.-.. 0~ ~ ~o .r ___ _ -.-:?------- Ji,---------------• -------.,_.-----._..-- 3 2- ··--flllla 4 4" WHITE(50'),TYP 1ST EP DETAIL 27B RELOCATE G59 G28-2 G47,G36 ' ' TYPE IV(L) 4EA(TYP) ' ' ' ' ' ' DETAIL 38(300') 1 2" WHITE DIAGONALS AT 50' C-C(TYP) ,. ' •• ·------· ' _,...__ '------ CJOITRIJR Bt " -· ---· ------~---- "FREEWAY ONLY" PAINT,2EA(TYP) I ,' . LEXISTjP R18(R+) 1 2" WHITE DIAGONALS AT 50' C-C(TYP) TYPE IV(R) 2EA(TYP) R18(R+) TYPE 1(10) 2EA(TYP) DETAIL 37(200') DETAIL 38(100') 4" WHITE(50'),TYP 12" WHITE DIAGONALS DETAIL 38(300') THIS PLAN ACCURATE FOR SIGNAL INTERCONNECT Pl.AN ONLY APPROVED 7 "This pion is signed by the City of Newport 8 Beach for concept and adherence to City 6 4" WHITE(50')(TYP) DETAIL 38(230') 12" WHITE f \ \ \ \ DETAIL 40 \ \ \ \ \ \ \ \ I ,-R18 I I I I I DETAIL 29 '--Rl 8A(R+) SANDBLAST EXIST STRIPING THIS 15 A RiCORD QJ;IAWINO Qf tHf ,,.Jµ,~ovtu1•~1!_) ll}HJTIH1D f1J THl.. l!ll.f IJlOC• -~.c-llfA".:, c-·,nJ h~u;.\l{H \t,o P.3i!H (».I h·ff ('At!!S 0,-: l~HUi.•;H,.lt{J~ ,_:01>-.ff-,ltf• 1 ',., ~uq,,.Jt~HfD ov OTtilRS r«♦ 1;m,i,.~1·t n 1• •. 1 t-tf::'3Pl..)f'<l51Blf FOfl 1\tJ'I' {iA00Rf, \.'YHlt.M He.. 1 tH lh ,l'~"'.ORF'{)RATEO l~TO Tt<:!i ~':P~fi "";:fl-~• •••• '·.,,~_. l'l' 1• :N PHU\llll[O 6T Olt<lk3 t;SH,Cli l~ L'Jll!'-\11'1 D l J rH t. fl T ~TUAL t_l.)r,j[l.lTt-0:.i-J. na: t.L:Y1J"l L{l!'..;l)J"i!i,:.~ ~~'I \,'l.lH f:~~ Tt:¢:OU 5.KO" ...... ~ t.flr.f'=,:t" !~ TH} h,l\.lG-t l.(\.-(A.TH • ..,N 0, ~y C~JI\' lfi nHJ.l.f...::::1~ 1Y ~~-<J1,\0 f:L lOf".OHO T~~M f!..."'1l0 1'"JVlf, ftGAY-t.{r.l.;3 PLAHS FAEPAJED BY• 12" WHITE DIAGONALS AT 50' C-C(TYP) RELOCATE R7, TYPE N-1 Mkr FNBT DETAIL 9(330'),TYP ~1 1 (i) --------,r---.__ TYPE IV(L) 4EA(TYP) SCALE: 1 "= 50' MB-a Bison Avenue Extension PAVEMENT DELINEATION 8 PRO,ECT 11(). 2211 standards ond requirements. The City is not 4 responsible for design assumptions or accuracy." t-~8;--t---t----------------------\..!'~!!..!L=~dd~d q,,,.u&1.w,,.,~ ~ OAT& DRAWN BY• IOt ~ FPL and Associates, Inc. OA111 1 O Corporate Pork, Suite 310 AND SIGN PLAN -BID ALTERNATE 17 l----------------------18IET-'-'--- CITY OF IRVINE -fft1'FF1C ENGINEER R.E. NO ZIQ4G DATE NO. DATE REVISIONS llEIDEDBV. SFY 9-90 Irvine, California 92714 OAT& Cl£CKEDBY• FPL 9-98 OF _2=9~ PUBLIC WORKS DEPARTMENT CONDUCTOR SCHEDULE AWG CONDUCTOR RUN Ii\ ill ill 01 02 3 3 3 03 04 05 3 3 3 06 07 3 08 3 OLA 2 OLB •14 02P 2 2 04P 06P 02PPB I 04PPB 06PPB PPB COMMON I I SPARES 3 3 3 TOTAL 9 12 21 (CONTINUED, SEE BELOW) :::> r--, NI I N __J ,--, N I I & /5\ 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 I I I I I 3 3 29 30 405' TO CROSS ALK N " CONDUCTOR SCHEDULE 16\ IA la\ 3 3 3 3 3 3 3 3 3 3 3 3 6 6 3 6 6 3 3 3 3 6 6 2 4 4 2 4 4 2 2 2 2 2 2 2 4 4 I I I I I I I I I 2 2 3 6 6 37 60 60 ~ A6\ 3 3 3 3 3 3 2 2 2 2 2 I I 3 3 23 13 \. EXIST TYPE 111 ·1: ECEC>R,c,c SER''''\ EXIST MODEL 170 ti CONTROLLER & TYPE 332 ENCLOSURE C 11'< OF NE'HPOR1 c11'< OF 1RI/INE BEACH ::::, ...., I() AB AWG CONDUCTOR RUN Ii\ & ill & /4\ & 17\ la\ /9\ ~ LUMINAIRES 2 2 2 2 2 2 2 2 •10 COMMON I I I I I I 2 2 I I TOTAL 3 3 3 3 3 3 4 2 3 I 01 DETECTOR I I I I 02 DETECTOR 5 5 5 5 03 DETECTOR 2 2 2 2 2 2 04 DETECTOR I 3 DLC 05 DETECTOR 2 2 2 2 06 DElECTOR 5,QN ~N C!QN C!QN 07 DETECTOR 2 2 08 DETECTOR 2.-2N ?/ZN c,QI ?/ZN ?/ZN ?/ZN TOTAL 6 6 13 13 24 26 8 8 •12 11 SNS 2 2 2 2 2 2 2 2 2 CONDU I T SIZE 3' 3' 3' 3' 3' 3• 2-3' 2-3' 3' 3' SCALE: 1'=20' <N>=NEIY DLC NOTE1 APPROVED \ OJ COIL UNUSED DLC FOR FUTURE USE 1Thls pion la signed by the City of Newport Beach for-concopt and oCIJ\erence to City standards and requlr-ements. The Cl1'y Is not 1-------ll-------ll-------------------------; responslble for design assumptions or oceurocy.• DRAWN BY, NO. A B © (D' ® (F © (H CD (J © 1 -, RE.ASSIGN ,_, 4 I 7U DATE KH 3/97 ::::, r<) ...., <O DESIGNED BY, DATE POLE AND EQUIPMENT SCHEDULE STANDARD VE.I-I SIG MTG PED SIGNAL PPB HPS Type Sig M.A Lum M.A. Mast Pole M1G 0 ARROW LUMINAIRE Arm 29-5-70 55' 15' I -MAS SV-I -T --2-MAS I -A <7' > lP-1-T I -A TV-2-T 2 --- 26-4-70 40' 12' 2-MAS SV-2-T SP-1-T 2 --I-A TV-I -T SP-I -T 4 ---DELETED 29-5-70 55' 12' I -MAS SV-1-T SP-I -T 4 --2-MAS I -A TV-2-T SP-I -T 6 ---29-5-70 50' 15' 2-MAS SV-I -1 SP-I -T PPB POST 6 --I-A TV-2-T SP-I -T EQUIPMENT EXISTING UNLESS OTHERWISE ~2'C',:2DLC INDICATED INSTALL 2DLC _J ,.-, ,.-, I I I I _., _., 06 01 2'C,2DLC INSTALL 2DLC 405' TO PHASE DIAGRAM 06P 04 07 250 W 250 W 250 w 250 W 05 _) if, 01 rt_A 07 l ~LB 04 <>-----<> 06 ~LB 04Pl l l OLA \ ~l _) 02 05 02 2'C,2DL PLANS PREPARED BY1 <>-----<> 03 02P 03 08 BISON AVENUE EXTENSION TRAFFIC SIGNAL PLAN <INDUCTIVE LOOP DETECTOR> -BASE BID 08 PROJECT NO, 2211 ~ •. J."'2-rI-..-1-.. TRAFFIC ENGINEER i-__!__~i__:'1:!j!!l•~2.1-..J!,=L..M!.!,'-'-"L.!t'--"'..._:L!l<ll!c....lt""'""-----------1-=,==-=-'-;;_;__-+----".i~,'-J RH 3/97 CHECKED BY, DATE FPL and Assoclotes. Inc. 10 Corporate Pork. Suite 310 CITY OF IRVINE SHEET 111 OF 29 R.E, NO, a-&Q'l,S DATE ¼ l!;.1"7 NO, DATE TT 3/97 Irvine. CA 92606 PUBLIC WORKS DEPARTMENT _______________________________________ _:_ _____________________ I CONDUCTOR SCHEDULE AWG CONDUCTOR RUN fi\ & & & f5\ 16\ 17' ~ 01 3 3 3 3 3 02 3 3 3 3 3 3 3 3 03 3 3 04 3 3 3 3 3 05 3 3 3 3 3 3 6 6 06 3 6 6 07 3 3 3 3 3 3 08 3 3 3 3 6 6 OLA 2 2 2 2 4 4 OLB 2 4 4 "I 4 02P 2 2 2 2 2 2 2 04P 2 2 2 2 2 06P 2 4 4 02PPB I I I I I I 04PPB I I I I 06PPB I I PPB COMMON I I I I I 2 2 SPARES 3 3 3 3 3 3 6 6 TOTAL 9 13 24 32 33 40 66 66 LUMINAIRES 2 2 2 2 2 2 2 "I 0 COMMON I I I I I I 2 2 TOTAL 3 3 3 3 3 3 4 2 lg\ 3 3 3 3 2 2 2 I I 3 26 2 I 3 /4- 3 3 2 2 3 13 I I \. EXIST TYPE I I I •1: ,,,cr,,c,, '''''''\ EXIST MODEL 170 J1 CONTROLLER & TYPE 332 ENCLOSURE <CONTINUED, SEE BELOW> 212U 212L 213U AWG DLC •12 R34 :::, AB 450' TO CRO SWALK .. ___ .. ___ ·-----213 ·--04 07, PULL ROPE FUTURE I c . ...,,,-------... CONDUCTOR SCHEDULE CONDUCTOR RUN /1\ & & & 01 DETECTOR 02 DETECTOR 03 DETECTOR 2 2 04 DETECTOR 05 DETECTOR 06 DETECTOR 07 DETECTOR 08 DETECTOR 5 TOTAL 6 6 I ISNS 2 2 2 2 3' 3' 3' • ·1---, -02P 04 :, :.:.., • ------·-·---------='~-!:1,,.._ .,{IJ ,•, 0 j ~ y⇒ R34 ' ..., ,, I I 3' C, 4DLC, PULL ROPE • 04P + ,s., I FOR FUTURE IC ft',.. 11 -...Y.,_, .J.---• \j / •"'-\ ) s:.t-,-• @~---- (CONT I NUED> CCB T" 2/2' C, 4DLC, PULL ROPE /' • (D A'-I~ 117' ~ 1/1 ~ I/IN !V4N !¥4N 1!:>l!IN 1!¥4N 2 2 2 2 I 3 2 2 2 2 l'inN =N 2 2 5d 17 17 29 31 2 2 2 2 3' 3' 2-3 •:,....:,,, ,/9\ ,,,(d-, I/IN 1/1 N ""N ,::v,N 9 9 2 3' 3' FOR FUTURE IC '\.. ih' C FOR IC ·\. <SEE SHEET 16 OF 16>..,.-:::~.,.. \ SCALE: 1'=20' z \ \ . NO. {A~ (8 C 'o ® F G H (i) ~J (K ALL --"v 6 POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL PPB HPS Type Sig M.A Lum M.A. Mast Pole MTG !ii ARROW LUMINAIRE Arm 29-5-70 55' 15' I-MAS 2-MAS SV-1-T --250 w I-A<7'l TP-1-T B ,..._ m I-A TV-2-T sr-1-T<1 2 ---26-4-70 40' 12' 2-MAS SV-2-T SP-1-T 2 --250 w I-A TV-I -T SP-1-T 4 --- DELETED 29-5-70 55' 12' I-MAS SV-1-T 2-MAS SP-I -T 4 --250 w I-A TV-2-T SP-1-T 6 ---29-5-70 50' I 5' 2-MAS SV-I -T SP-1-T 250 W PPB POST 6 -- I-A TV-2-T SP-I -T (1 8 ---EQUIPMENT EXISTING UNLESS OTHERWISE INDICATED \ ,- ~2'C~2DLC INSTALL 2DLC ...J :::, 05_) {,f01 rt.A OLA 05 _) 02 2·c.2D 06 01 H/1C 2'C,2DLC INSTALL 2DLC 405' TO CROSSWALK 6J2 ltOS I~ A t::U;U:-.1t O-~!l\~1~:t, •" ",i r"'.:,~IT'Jlf~fHU m1~H}'11{l a·~ f'nu CHJ.~I{ ~·~'! :-, :,'·. 1 lUJ h~;;lQD CJ "°''"" ft;J H-.'1 ,_,~ .. _if-y-1 i~~;.n: '1Al , •·r::--,_r_il Df:..,, tt.lfl?.1':;HrO qy ,..,t!1n1 H1~ ti .. ,,t"l \ • L~Jl Rf-..,T't1~Sll:Hl !{ltii. b~f 1 ~ ~ l, (l \ I • 'IL !I 1•:r.u,~y..:::t4nt~ t."1\lj 9¢1 t !""}[:_: JL!. .. '' " ,. l-J I f-fi:U-Jlm:0 UV t)"i"Kli;::} itM..U• c_. •• ~r~-.. .,_ .2 1 -• 1 J t.:.CTu.A!.. co~mTdr..13 fr;t !.;fit.:~, , • ·,,. ; • _,(_, \ t,Y ~ ,~ Tl-!O'":t !:1/Q;-;-i-J ~i".1:t!~l ~ l~ :--.•.~t•·.~· ~· -" --~..Ii ().J AtJV ,~1 :l·, , 1-' 1 • '' ,Ii ~-~~·~t.1l' ( / ' ' Tl<"~~ 11;~1 r, .•.,,.,. T·r 'TIT~•-:::.-~ • ___ _:d PHASE DIAGRAM 04 07 06P 07 ! ~LB <>---<> ~ 04 06 ~LB 04Pi ! i ) ~i 02 <>---<> 03 08 02P 03 08 CONDUIT SIZE <N> =NEW DLC NOTE• 3' . , . \ 03·3 ---------~-~~----------------,-------.------__::~~~---------------,----1 PLANS PREPARED BY1 PROJECT NO. 2211 (TI COIL UNUSED DLC FOR FUTURE USE APPROVED 'Th1a pion la elgne<I by the C1ty of Newport 1----1----1--------------------1 Beael'I for-concept ones Gdllerenoe to City 1---+----l~--------------------, atondorda and requtrementa. The Cl1"y ta not l---+----1~------------------+..,=:;-;;.;:---,-ni'i,,---i r-eaponalble for deatgn ciaaumptlona or 1---+----le----------------------,ORAWN BYa DATE •?f•oY·' KH 3/97 k'ciJ.cwLildU...eeJi,.... DESIGNED BY1 RH DATE TRAfflC ENGWEER ~--1) 3/97 R.E.NO. 1,2,04C DAT£ .J'4j 161\097 NO. DATE PROVISION CHECKED BY, TT f}gr., FPL ond Associates. Inc. 10 Corporate Pork, Suite 310 lrvlne. CA 92606 BISON AVENUE EXTENSION TRAFFIC SIGNAL PLAN <INDUCTIVE LOOP DETECTOR> -BID AL TERNA TE CITY OF IRVINE PUBLIC WORKS DEPARTMENT SHEET 20 OF 29 ~ 'l ,, iii~ j.! /; !· :: ,. 1¼ ., ' ' \\ i -~: .. '. § --- 101 102 ~~~ ~~~~~-=-~-=--~~--~-=-=c -------R/W ___ _ 103 104 BISON AVE 105 B EXISTING MODEL 170 CONTROLLER :-----;_~ -~-~-- ---~ ----=----:. NOTE, OJ INSTALL 2 1/2" CONDUIT, 25 PAIR 1}22, 18 FIBER HYBRID SIC CABLE & 1}8 GREEN INSULATED COPPER GROUND WIRE [II INSTALL 3" CONDUIT, 25 PAIR 1}22, 18 FIBER HYBRID SIC CABLE & 1}8 GREEN INSULATED COPPER GROUND WIRE 3. ALL PULLBOXES CONTAINING SIC CABLE SHALL BE 1}6 (NEW & UPGRADE TO EXISTING, EXCEPT ON STRUCTURE) W/45" SWEEPS INTO WITH OPPOSITE ENDS OF PULLBOX !CB! INSTALL CONDUIT INTO EXISTING PULLBOX I I I (!) OCl + OCl 0 ...... w ;:5 6 (/) en <( WW Zw ....I (/) :r: 0 ~ ~ (!) 1 2 (DRILL/JACK) ~ <-00', 3EA PULL80X SCALE: 1 "= 50' THIS PLAN ACCURATE FOR SIGNAL INTERCONNECT PLAN ONLY APPROVED 7 "This plan is signed by the City of Newport 6 Beach for concept and <'dherence to City 6 -------= R/W---- DATIi standards and requirements. The City is not 4 responsible for design assumptions or accuracy." l--;8~+---t--------------------j~'!!!!.'~-=~~~~:j @.1 A,~ 2 ORA.WHBY. IOI ~ DATIi TRAFFff! ENGINEER t R.E. NO U,OSC DATE NO. REVISIONS IEll0IEl)II"(, SPY _..a:u_ DA11! CIEClKEDBY• RH J::iL --106 PLAN3 PIEPAIED BY• 2.-J"C W/PULL ROPE, FOR FUl'URE CONDUCTORS ---- STORE 50' SIC CABLE IN PULLBOX FOR FUTURE SIGNAL MODEL 170 CONTROLLER f~3 ~ A t:;JCOrlfl flQAWl~-f", t>t. ftlf 11'-.:;;;:;.:nllH..lHJlf. ra!:~J"1noc, •'-<~ r"tt or.r.t. M .. c, v,,,_,;. u·; t'P:r~,ctr ""· j!j,;P' ~ ,,q -tl•1 \~ '.# r.-),1' ''1."-11,_,,~ \'')'i,l:l• 41\f• Fl1K'"-F;"t'!.t"J:-4. i-1' ''Htt,iQl3, h-'). H·t ,,.,, ,_ r,t,-. qr,:,.•• 'l H,i..t 0\J;l, C~v {!(:"~q .. _,,t CJt-:i:, tl " ,.1 •lttr ->; i.1 ~ .... ,,un ?JT\. --f..l ~..r":" ... "..:.J.. ;~--__ , ,·. ,li•' ~~ c·:,;.,1, ,,.:t ~ &7l::::Jf'? a::::r-~. r t.:ti1-<-·,, .,· •: ; 111~, ~~f~l LW:~~l~l~..2: irj •':;\.·,,_.,.J -~1,l'.!."l', ~,• ,,, .• ,,,._, t-tt~ lt<:tY~• t~J',;°;j~ ~•t--}\,I~ • •·~, ·-~! t ,,, ,,.j:t • 1•~•:: 01 ~" ~;,, i:'.: ~0.1.r::j_!'} n ::·~·-·Lt; lf\ ,,, PfO l){"::::000-M RHD • .,VfS~~,_ Pllo.EOTNO. Bison Avenue Extension 2211 SIGNAL INTERCONNECT FPL and Associates, Inc. PLAN 1---------------------l 8IEIIT 21 10 Corporate Park, Suite 310 Irrine, caJlfornla 92714 CITY OF IRVINE OF _29==.._ PUBLIC WORKS DEPARTMENT