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HomeMy WebLinkAboutT_5769_S:r: u <t: L,_J m z 0 ,- C) z ,- z => :r: Le. >-,- u BAKER I,§ ,; ~ " &, ~ w • ~~ .., " ~ ADAMS AV£ $:,~& • ORANGE ii,,(§.. CITY OF ~ COSTA ~ MESA "" :;{ ~ ~ " is 0 oc 00 \1CTORIA s! <( 19111 0-INDICATES AREA SHOWN ON INDEX MAP VICINITY MAP NOT TO SCALE ST. COAST C0Ll£CE ORA.NGE CO. FAIRGROUNDS oc 0 w ~ " w X > ~ f:' UPPER 'EWPORJ;;- BAY r, CIT 0 WP EA INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 PLAN AND PROFILE 3 DETAIL SHEET 4 SIGNING AND STRIPING PLAN 5 TRAFFIC SIGNAL MODlrlCATION PLAN 6 TRAFFIC CONTROL PLAN 7 LANDSCAPE PLAN B STREET LIGHTING PLAN SYMBOL LEGEND • 0 POWER POLE MANHOLE CONCRETE t:,..///ozJ BUILDING ,if i'l ,::,'? $ D :"., C) 'cJ □ FIRE HYDRANT ME1£R BOX EXISTING CONSTRUCTION --®-VALVE POWER POLE ANCHOR MONUMENT -x-x-x-FENCE BLOCKWALL TREE SHRUBBERY -'"-=-"' -=-ASPHALT PA\IEMENT ::::::;:;:::::;,; BRICKWALK -----PROPERTY LINE NE\'/ CONSTRUCTION ---<i.---CENTERLINE -.. -S----SEWER LINE -···--W-WATER LINE ---G---GAS LINE -E-POl\tR LINE -TEL -TELEPHONE LINE -TV--CABLEV1S10N LINE -SP-SPRINKLER SYS1£M ):::t STREET LIGHT UNI V[RS1 iY \ NO. 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 18 19 20 21 22 31 32 33 34 J:( ! ~ ~ CITY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT PROJECT LOCATION PROJECT PLANS FOR CONSTRUCTION ON JAMBOREE ROAD AT I 1; SANT A BARBARA DRIVE ST TION 53+19w94 TO ST A TION 61+92m00 APPROVED: (Q{?J 2 (J)P._, Jo.-"lw, 12, r,9, DIRECTOR OF PUBLIC WORKS DA-TE ESTIMATE OF QUANTITIES * TOTAL ITEM QUANTITY CONSTRUCT 6" AC OVER 22" C.A.8. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. 14. 115 CONSTRUCT 8" CURB & GUTTER TYPE "A" PER CITY OF NEWPORT BEACH STD-182-L. 320 CONSTRUCT 6" CURB TYPE "8" PER CITY OF NEWPORT BEACH SID-182-L. 769 CONSTRUCT MEDIAN TAPER AND NOSE FLARE PER CITY OF NEWPORT BEACH SID-107-L. 1 SAWCUT & REMOVE EXISTING PAVEMENT. 14,115 REMOVE EXISTING MEDIAN CURB. 775 TRANSITION FROM 8" CF TO 6" CF. 110 CONSTRUCT 12• SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. 5,172 REMOVE EXISTING SIDEWALK. 4,881 CONSTRUCT CURB ACCESS RAMP, CASE E. PER CITY OF NEWPORT BEACH STD-181-L-A. 2 REMOVE EXISTING. 11 SEE TRAFFIC SIGNAL PLAN SHEET 5 FOR DISPOSITION. 6 REMOVE SIGN POST & SALVAGE PANEL. SEE RELOCATION OF PANEL PER SHEET 4. 1 EXTEND 71'-48" RCP PER PROFILE ON SHEET 3 AND BEDDING PER CITY OF NEWPORT BEACH STD-106-L 71 CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER DETAIL ON SHEET 3. 1 COLD PLANE (0.2 MIN.) EXISTING PAVEMENT AND CONSTRUCT VARIABLE DEPTH AC OVERLAY (0.2 MIN.). 13,500 CONSTRUCT STAMPED CONCRETE TO MATCH EXISTING PATTERN AND COLOR_ 1,200 CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3. 1 CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH ST0-313-L. 1 RELOCATE EXISTING AIR RELEASE VALVE PER CITY OF NEWPORT BEACH STD. 515-l. 1 RELOCATE CABLE BOX. 1 INSTALL 1 1 /4" PVC SCHEDULE 40 CONDUIT PER CITY OF NEWPORT BEACH SID. PLAN NO. 204-L & 205-L 210 INSTALL NO. 3 1/2 PULL BOX PER CITY OF NEWPORT BEACH STD. PLSN NO. 205-L 3 INSTALL TYPE JV LIGHTING STANDARD WITH 8' LUMINAIRE ARM & 35.MOUNTING HEIGHT PER CITY OF NEWPORT BEACH STD. PLAN NO. 203-L. 2 ADJUST TO GRADE 1 CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOi, CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY UNIT SF LF LF EA SF LF LF SF SF EA EA EA EA LF EA SF SF EA EA EA EA LF EA EA EA THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED: BENCH MARK: 0.C. BM NO. 3N-56-77 ON THE SOUTHEASTERLY SIDE OF JAMBOREE ROAD AT THE INTERSECTION OF SAN JOAQUIN HILLS ROAD, IN THE MEDIAN OF SAN JOAQUIN, 14 FEET SOUTHEAST OF THE NORTHWEST END OR NOSE OF THE MEDIAN, ON THE NORTHERLY CORNER OF AN 8 BY 4.4 FOOT CONCRETE CATCH BASIN, SET WITH EPOXY, 4.1 FEET BACK OF CURB FACE. ELEVATION 117.591 YEAR OF ADJUSTMENT 1976 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6249 BEING N 41'49'45"E PER RECORDS CURRENTLY ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. EMERGENCY TELEPHONE NUMBERS PUBLIC WORK DEPARTMENT DATE • AGENCY 7 6 APPROVED BY UTILITIES DIVISION SANTA BARBARA DRIVE PROJECT AREA JAMBOREE ROAD SANTA BARBARA DRIVE GENERAL NOTES INDEX MAP NOT TO SCALE 1. THE CONSTRUCTION Of ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS & THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. SAN JOAQUIN HILLS ROAD 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION & ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR & FINISH TO ALL ADJOINING CURBS & WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET & DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM & SUBJECT TO REVJSION & APPROVAL OF THE CITY AS REQUIRED BY SOIL TEST TAKEN AFTER' COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE & BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS & ARE INDEPENDENT OF ALL OTHER STATIONS. 10. SEWER, WATER & STORM DRAIN LINES DISTANCES SHOWN IN PROFILE & IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES'.· 11. STATIONS SHOWN [0+00] ARE SEWER STATIONS & ARE INDEPENDENT OF ALL OTHER STATIONS. 12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT'S INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS & PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE & GRADE & COMPARABILITY WITH EXISTING CONSTRUCTION . 13. THE WALLS & FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 14. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 15. ALL STROM DRAIN, SEWER & WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEAC_H SID. 106-L. 16. P.V.C. SEWER PIPE MAY BE USED IN LIEU OF V.C.P .. PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35 OR A.S.T.M. F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE & CONSOLI DA TED BY JETTING PRIOR TO .COMPLETION OF TRENCH BACKFILL. 17. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD .SPECIFICATIONS. 18. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STANDARD 510-L. 19. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 20. ALL CONCRETE SHALL BE 560-C-3250. 21. SLOPE ANCHORS SHALL BE PRO\IDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH STANDARD 314-L. 22. A.C.P. WITH A D-LOAD OF ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY BE USED FOR STORM DRAINS. 23. ALL SEWER LINES TO BE OWNED. OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VlDEO INSPECTED AFTER CLEANING, AIR TESTING & MANDRILLING. ALL VlDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED & REINSPECTED, INCLUDING AIR TEST, MANDRILL & VIDEO, PRIOR TO ACCEPTANCE. 24. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF • ANY FIRE HYDRANTS AT 664-3106. 25. THE .FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 26. THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE INSTALLED SY THE DEVELOPER & TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. PLANS PREPARED BY: TITLE SHEET: DATE CML ENGINEERS SOUTI-IERN CALIFORNIA GAS COMPANY SOUTI-IERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY NUMBERS 634-0251 895-0221 611 5 / •• -\Ii, 4 DATE DES. ENG. : KRR 7/95 ru VAN DELL AND ASSOCIATES, INC. i...::::..:::::..:.-=:::::::==:==.c~:::::.:=-5 SURVEYORS LAND PLANNERS 17801 CARTWtllGHT ROAD J}\MBOREE ROAD STREET IMPROVEMENTS STA, 53+19.94 TO 61+92.00 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DiG CITY OF NEWPORT BEACH (UTILITITES Ol~1SION) COUNTY SAN I TA 110N DISTRICTS COMCAST CABLEVISION 644-3011 962-2411 542-6222, 542-3975 AF1£R 6: 00 PM 3 2 1 NO. APPROVED BY CITY TRAFFIC ENGINEER DATE REVISIONS ~-L l·I0• 9" DATE No. 18492 lljl. 6/30/9 ornGNER: TB 7/95 IRVINE, CA 92714 (714) 474-1400 DATE DRAFTER : LHK 7/95 CITY OF NEWPORT BEACH OiEO(ED BY: TJH 7/95 PUBLIC WORKS DEPARTMENT SHEET 1 OF 8 Title K: \PROJECTS\177_0200\SIGNAL \SHT1.DWG 12/13/95 14: 33. I I ., }: :::, 3: " ' ,. i I i: .. ~: n m o. n ~ w ' z ~ ~ n n ✓ " ► n 'U 8 .n 0 m " ~ z C < • 'U ,;: z X 0 r 0 n 0 :0 Is ~ 0 z • 'ii 5 z !" n n r 1l :0 z > - 'U r. 2 T 0 ,. 0 0 0 :0 ;g ;;: g z c... 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K; ,.,_,,.. i m•H••t-•m•--•••,-••• : ..... -•: ,.., ................... -....... '""" ................. __ . . 1-·::::_,. .................. ~ .. · .. .; ..... -.4 .... .,,.., • ...... 1·--··--·. 53+00 52+00 ••-.. K•~•""K: ... ~ ....... ~_, ..... ~ .. ~••••"--••j-.. :::::~ 54+00 DATA NO. DELTA/BEARING RADIUS LEN./DIST TANGENT @ S 35"01 '01 "W 57.61 ® 08"29'32" 1200.00 177.86 89 09 © s 43·30'33"w 147.27 0 © N ~3·30' 33"E 191.91 ® 13'19'04" 200.00 46.49 23.35 © N 30'11'29"E 48.39 ® 09'56'55" 200.00 34.73 17.41 (D 90·00·00" 35.00 54.98 35.00 Q) 90·00·00" 35.00 54.98 35.00 ~® N 43'30'33"E 269.69 <D N 49"13'11 "E 50.25 @ 182'50'08" 10 .. 30 31.86 416.30 ,.........--' . . 56+00 57+00 . .. ......... ..,. .... ..,. ..... . . , ,._,._ ........ ~ .. 55+00 .,w ....... -., .... , .. •~« PLAN 1"= 40' 58+00 59+00 60+00 61+00 i SANTA BARBARA DRIVE STORM DRAIN AND MAINTENANCE ACCESS EASEMENT TO THE CITY OF NEWPORT BEACH PER FINAL TRACT MAP NO. 15011 SEE SHEET 7 FOR MEDIAN LANDSCAPING AND IRRIGATION MODIFICATION G 0 GUY WIRE SIGN R/W 119.25 TC I .31 BCR (8") REE RD. B)TC I • XISTING 56+70 TE L ---1i:711XE~ S G 57+70.00 _, w JOIN EXISTING PAVEMENT / FOR 48" RCP DETAIL, SEE SHEET 3 119.35 8+96.03 119.36 EVC 119.97 +4. PROP. SEWER AND WATER BY OTHERS END CONSTRUCTION 8+94.00 ECR s•• CF 119.23 TC 58+ 72.31 BCR JAMBOREE RD. 120.01 TC ·."' .. V SIGN 59.+-CQ........_ 60 00 X SEE SHEET NO. 3 VARNING: 8-5/8' HIGH PRESSURE GAS LINE 51 0 0 z 0 ;= vi 62+00 SIGN 62+00 CONSTRUCTION NOTES: 58+10.31 i JAMBOREE ROAD= 10+00.00 NOTE: FOR STREET LIGHT LOCATIONS SEE SHEET 8 OF 8. CD CONSTRUCT 6" AC OVER 22" C.A.B. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. '2) CONSTRUCT 8" CURB & GUTTER TYPE "A" NEWPORT BEACH STD-182-L, PER CITY OF G) CONSTRUCT 6" CURB TYPE "B" PER CITY OF NEWPORT BEACH STD-182-L, 0 CONSTRUCT MEDIAN TAPER AND NOSE FLARE PER CITY OF NEWPORT BEACH STD-107-L. ® SAWCUT & REMOVE EXISTING PAVEMENT. ® REMOVE EXISTING MEDIAN CURB, (j) TRANSITION FROM 8" CF TO 6" CF. ® CONSTRUCT 12' SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L ® REMOVE EXISTING SIDEWALK. @ CONSTRUCT CURB ACCESS RAMP, CASE E, PER CITY OF NEWPORT BEACH STD-181-:-L-A. @ REMOVE EXISTING. (U) SEE TRAFFIC SIGNAL PLAN SHEET 5 FOR DISPOSITION. SEE @REMOVE SIGN POST & SALVAGE PANEL RELOCATION OF PANEL PER SHEET~ @ COLD PLANE (0.2 MIN.) EXISTING CONSTRUCT VARIABLE DEPTH AC @ CONSTRUCT STAMPED CONCRETE EXISTING PATTERN AND COLOR. PAVEMENT AND OVERLAY (0.2 MIN.). TO MATCH q;_ SANTA BARBARA DR. DRIVE @REMOVE EXIST. AIR RELEASE VALVE & CONSTRUCT NEW CITY OF --·EWPORT DEACH RELEASE VAL VE ASS EMBLY IN MEDIAN LOCATION SHOWN 1----=..;:...::..-=--=-"--...::.1'11=...=..::.;:....::::..:..::..-=-...=g:.=.:c.=-=::..::...: __ +---l--+------------1---1 PER CITY OF NEWPORT BEACH STD. 515-L, "AL TERNA TE ORIENTATION", 24" (MIN.) BETWEEN CENTERLINE OF SHUT-OFF VAL VE AND VENTED PIPE COVER. @ RELOCATE CABLE BOX. ~ ADJUST TO GRADE. THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT 1---1-----l--------------~---I AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND l---+--1--------------~--I ACCURACY. DATE BY DESCRIPTION APP'D. APPROVED REVISIONS APPROVED BY: UTITLITIES DIVISION CHECKED KRR DATE DRAWN LHK DATE 7 95 Tille . ·-·····~----.. ~· .. ···'"•·--•·•·· ........ ~ ........ ~-·--.... ., ........ ,. ................. _.,_ ............... _ ... .. ·--·1· .. ·····•·"··• .. .,-•·······•········~--"····➔ ................. ~., • ~ .................. 4 ... . , ...................... ,, .. , ... ,,.,. ·-·-. , .................................... -..... ,~ ....... -~ .. ··-•·.,. ....... ,.,. ... . .................... , ...... .,., ••••• ,............... • ........................... ~ •• _ .... .,. ...... ,, .... ,. ........ , ... .,. •• < .. ....... -, ......... , .......................... , ... , ............................ ~ ..... ~ ..... , •• ., ........ ¾ ...... ~ ........ .. . ' ·········••··-................. .,... .. . . .,. .,. .,. .,. : ~ .......... ::: ........ :;. ....... ::r ...... ,~ ........ ::: ..... ,.,~ ... . .. _,.,. ................................ ~ ............. ,. .... , . .,. ....... .,. ...... ,. ........ •.••·· •• , ............................................ ,; ........ ¢ ...... ~ .................. .,.~···-- .-,.. ······•·· .. ·• .. "f ........ ~ ......................... ~··-· .. ·"···· .. ··~------........... , ......... . ......... ,. ........ .,., .. ,."""''""' ........ ..,,,._, ........... ~ ........ ., ..... , .......... . . .... , ..................................... .., ................. ., ........ ~ .. ······~ ·······~·· ............. ,. .... .., ... . . ... , .... , .. ~ ........ ~ .... -.... .,.-..................... ~, .. , ... , ........... ,.~., ........... ~-··•--•~"·-·••+········ • ••••••• ., =·····~ ........ ~ .................. .,. ........ : ........ ~ ....... ,; ............ ~ ... ·~········i .... ~.,~• .. ~·•·~·-•·· .. . . ......... • ........ ~••••••--.,.••~••• ........ ~ ........ ., .................. ~ ........ z•-"-•? ........ .,,, ... .,, . ,.,.,..,~ ................ , . ., .. _ .. _ .. -····•·· .... ··1·--· .............. :····-·· :· ..... ::;.:::::~:::::::::::~:::::;4 ... ::::::;. :;:;;::~:::.:::::~:::::;::;.::::.: .. :;. .. ::.- 63+00 SIGN + PLAN AND PROFILE: JAMBOREE ROAD STREET IMPROVEMENTS STA. 53+19.94 TO 61+92.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2 OF 8 K: \PROJECTS\177 _0200\STREET\SHT2.DWG 12/21 /95 09: 55. u z 5j '· z !" " " cl !l G) z C :;;: Cll m JJ 0 JJ ~ < z G'J z C :;;;: OJ m JJ ;;._ _____ _, N -; ::u I -01 0 0 I) ~ z G) z C ~ rn m :u 0 JJ ~ z : '-4----t".:.•·.: .:-:- : .. M .. _, _ MHI ... i•-•• ' >· • • • '·-. > • I•,_.,, -• ) •-• ,-. ' . . i •M :~ ~ .-:: : > j ,_ .. , ... '. -•-.•. : ~. •-·· • •> (115.58) \ \ . . . -·• .. , .. _ . ., .. , : : .: •.. : .. -~ ·-l. ' ' ' ' ' ' ..... ' ......... ' ....... . > -· ., • ., • ' •• ,. > • .... I•-••➔ •••I• • > ·• . ' . . .. ., ... ,.. . .. .,. - ' . ... . .. , ... ., . -· . . . ,p 15.37) I \ (110.57) l I ~113.62) \ \ \ \ \ \ \ \ \ (114.05)\ (114.1) \ \ R/W \ \ (110.56), \ \ \ \ (110.13)~ ' \ \ I I I (11 D. 77)\ \ \ 110.1 114.3 120 \ \ \ )~114.30) \ \ (115.2) \ \ )(116.28) \ \ \ \ \ \ \ \ ~117.06) \ 114.3 '\ STA. '\ '\ '\ '\ (116.63) NOTE: CONTRACTOR SHOULD MINIMIZE DISTURBING EXISTING VEGETATION WHEN CONSTRUCTING STORM DRAIN·. (1+ 71.00) SANTA BARBARA DRIVE (116.87) g06 '' • I I 117.83) 11 , __ --,r-'FUTURE CURB ANO GUTTER 11 I '1., ........ q,. I I I\ }~115. 78) 0 "' 119.25 \ 1----+----+--\ \ \ \ ','i,1 );-7 ------------------1'....'.I -----------------I I I I EXTENSION OF 48" RCP 1 .. 20· CONNECT TO EXISTING 48" RCP W/CONCRETE COLLAR 57+ 78.81 JAMBOREE RD.,98.46' (111.02) DETAIL J Lt = (1+00.00) SD LINE Cons1n.ic1' Pet cutci'f Wdl Tont;lUII encl an ltMt sectlcn Grocv& end an outle1 i:ieet!on C lhl-t at' p,:iyment ~ fer ploe 0 SECTION A-A .. L. .. ,. --> .. , . ... . , ........ ,._ ., I . I -. > . -.... , ·-.. ·-_,. . ·-· ... :.:· ... :1.·• --.... , .... -1+00 0+00 END VIEW -""""""" "" • ' C 0 I E """ "' ... ... ,. ~-0-12'•0" •• ,.. >/2·· 2'-3H I 3•-oH N C , ... ,1,-, .. 3'·7'/2"! -'l'•O .. • • • ..... , .. ! 5'•0" . ,o-,-o--3'/:" z ~ ,.. r-,H •• • S"•l' I li'·D" C • 0 ..,. ,.,.. Iii:" ~ s•-y·, i'·G .. -" .,. r-o--, .. ,·.,r I T'•O" i .... 2"·l" 51/l' 5-.5 .. r 1·-, .. I -1+00 Cor15tn.,ct PCt cutoff ed PLAN TOl"9,IO end Ol"I lr1ct :section. Grocvo encr Ol"I ou111tt ae<::1ton C ' SECTION 8-8 ""' •• .,.. •• ,... ,.. ,. .. .,.. ·~· 54" -:.: .. l .. : .. 1 . .:-:.: ;: ...... 1 I ... I • 4 ... : . .:. ... \ : :l : .: i .. • .. : ... , ...... ,.. . . -_, . . ., ·-' .. ' •I•. ·I ... •> • > ·-_, -··• " I. ·• I ->· ., ·->·· •• -' .... •· ........ . >••-•I • •• > END V!EW -""""""' • ' C 0 ' E """' ... ,r,· r-10" ,. .... ,.. ,-,..,. , ..... '1N' "•" N ,._, .. • : 4'-0 .. . . r-cr 1 , .. ~ 4•-5u , ..... ~ r-, .. ' '¾HI • s•-2u , ..... C ~ 0 ,J"~-s·-1·· , ... ,H -,.,.. " 2"·0-1 .. y.-,·-o-· r·-cr- 2'-1·· : ..... s·-, .. ,·-io- PRECAST CONCRETE FLARED END SECTJON TYPE A PRECAST CONCRETE FLARED END SECTION TYPE B NOTES ,. Contractor hc:ls the Option of' \n!ng either Type A or a pr11cas1 concret11 flor.-d --1 lhetton. C <llmensr.,.... vo..-Jn by "VIUfrx:turw and wtt be po!d for O.!I concrote pipe. FLARED END SECTION DETAIL@ W'LY R/W N. T.S. 150' 83' 67' 12' 17' ®12' WIDE SIDEWALK I NEW I CONSTRUCTION 71' 12' MIN. 12' 1.7% 12· 8' 6' 1 o· 't JAMBOREE 49' 14' 12· ROAD STA. 58+ 72.31 TO STA. 61+42.00 (TYPICAL) N.T.S. 12· 1r E'LY 10' R/W 8' WIDE SIDEWALK • >M..,_M M , ..... •-> • ..... jMM• M) •0 , J M,M ,.. . ...... ' ... ·-• -M ) MM-> , ......... • •-)M• ••• ->-•• -·•M•--l ... M : ... .-...: .... : .. • .. -J ·.: .. l -·-_ _, _ -• ···➔ __ ., __ ....... ,_, __ --~. -· > ._ ... ..,,. '" ' ..... •>-• ·-·• • • ·• • --> ->--·->-··-•· ·-._., -· ' ....... _, __ -•· -• ·- 0+00 G) CONSTRUCT 8" CURB & GUTTER NEWPORT BEACH SID-182-L. TYPE "A,, SAWCUT & REMOVE EXISTING PAVEMENT. PER CITY OF ® CONSTRUCT 12' SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. @EXTEND 71'-48" RCP PER PROFILE ON SHEET 3 AND STD-106-L. BEDDING PER CITY OF NEWPORT BEACH @ CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER DETAIL ON SHEET 3. @ COLD PLANE (0.2 MIN.) EXISTING PAVEMENT AND CONSTRUCT VARIABLE DEPTH AC OVERLAY (0.2 MIN.). @ CONSTRUCT RIP-RAP ON SHEET 3. ENERGY DISSIPATOR PER DETAIL @ CONSTRUCT CONCRETE COLLAR STD-313-L. PER CITY OF NEWPORT BEACH 64' 115.2 ~----l~ 8' 0 G:■ ,''-'--12' 114.3 114.3 1 2 N "' 110.1 FL 76' PLAN EXISTING GROUND SURFACE 110.3 INV. 110.2 FL (114.1) 48" CMP/RCP 6' TYP. NOTE: • RIP ELEVATION RAP SHALL LINE EXISTING EARTH CHANNEL RIP RAP PER EMA SID. 1809. SECTION A RIP RAP ENERGY DISSIPATOR DETAIL@ CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT 1---1--+--------------l---1 AND ADHERENCE TO CITY ST AND ARDS AND REQUlREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND l---+---+--------------~---1 ACCURACY. DATE BY DESCRIPTION APP'D. REVISIONS DESIGNED TB CHECKED KRR DRAWN LHK DATE 7 95 N. T.S. DETAIL SHEET CITY OF NEWPORT BEACH 1l.-f60!/ PUBLIC WORKS DEPARTMENT SHEET 3 OF 8 Title K: \PROJECTS\177 _0200\STREET\SHT3.DWG 12/20/95 16: 32. ., <> . ~. ., . .. 0 ~! 0 ·• ~~ ' cl" ~ ,;: ~ 0 <> ., ~ 0 ~ i .m ~ C 2l " z "'-c ~ CD m JJ )> '------...J " i JC Q r Q " 0 m 0 Q g ~ " ~ 0 < z 0 C z < a m " 0 0 ~ a s " " I" 0 ~ " Q " z ~ " > z JC Q r Q " " m Q 0 " " 0 ;g m " ~ ~ z Q C z < ~ " 0 0 " c• 0 < " " !" la C cl ~ z > " \:; z ,: Q r Q ~ " 0 Q ~ ~ ll " i ~ 7 ui 0 JJ ~ z GJ z C ~ CD m JJ ~ ::0 I 1 - ) 01 0 -- 0 JJ ~ z GJ z C ~ CD m JJ ) 0 JJ ~ z ~ @- @) @ @ @ @ @ NOTE: SIGNING AND STRIPING NOTES: INSTALL 1211 SOLID WHITE LINE. INTERIM 12" SOLID WHITE LINE TO BE Fri/NT. INSTAl..l. PAVEMENT LEGEND INDICATED TO MATCH CITY OF NEWPORT.BEACH TEMPLATES. INSTALL BROKEN LANE LINE PATTERN PER CALTRANS DETAIL 13. PAINT MEDIAN WITH TWO 4" SOLID DOUBLE YELLOW LINES WITH CENTER 3"' PAINTED BLACK PER CALTRANS DETAIL 29. INSTALL CH ANN ELIZA TION LINE PER CAL TRANS DETAIL 38. PAINT 4" BROKEN WHITE LANE LINE PER CAL TRANS DETAIL 9. PAINT 4" SOLID DOUBLE YELLOW LINE WITH CENTER 3" PAINTED BLACK PER CALTRANS DETAIL 22. INSTALL LANE LINE EXTENSIONS PER CAL TRANS DETAIL 40 (MODIFIED) WITH 10-FOOT SPACES BETWEEN DASHES. (THERMOPLASTIC) REMOVE EXISTING STRIPING BY SANDBLASTING AND/OR REMOVE RAISED PAVEMENT MARKERS. EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE. REMOVE AND SALVAGE EXISTING SIGN OF TYPE INDICATED. INSTALL SIGN PANEL{S) INDICATED ON STEEL UNISTRLITPOST. FOR INSTALLATION OF R26{S) SIGN, REUSE SALVAGED EXISTING PANEL ON NEW POST. STRIPING AND INSTALLATION OF RAISED PAVEMENT MARKERS SHALL BE PER CAL TRANS STD. PLANS A20A-A20D (JULY 1992), CAL TRANS TRAFFIC MANUAL, AND CITY OF NEWPORT BEACH STANDARDS. ANY EXISTING STRIPING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING AND RAISED PAVEMENT MARKERS REMOVED. ALL NEW B" AND 12" LINES AND ALL PAVEMENT LEGENDS SHALL BE ALKYD THERMOPLASTIC. .YR26(S) 54+00 55+00 101 104 ~ R18, R28(S) ON ST. LT. STD. JAMBOREE ROAD .,R26(S) N N N + to "' CX) 240' N -. --. -- + SANT A BARBARA DRIVE INTERIM DETECTOR LOOPS PER SHEET 5 EDGE OF PAVEMENT PER THIS CONTRACT SANTA BARBARA DRIVE 101 104 50' 50' 1· .:,,,._-IT:i ~~B, R2B(S) •v;,• ON ST. LT. STD. SW21B ~ R28 ON ST. LT. STD. •. i ! 1 1 0 54' 27' 27' 19' ,. 12·112· b Ii) ONSITE ROADWAY IMPROVEMENTS BY OTHERS (SEE INTERIM SANTA BARBARA DR. STRIPING DETAIL AT RIGHT) ;.... 235' 100 .. 50' I ; ! .i 14' ' 12 12' 12' i 12· 114' i .50'. .::....,;....:; "' (o "' . -. --+ ARROW) -•~ R28 ON ST. LT. STD. I R18 (ON EXIST. ST. LT. STD.) 60+{]0 I ~W74 ~ R28 ON ST. LT. STD. -~R61-15, R18 (ON EXIST. ST. LT. STD.) SEE PLAN BELOW FOR JAMBOREE ROAD STRIPING INTERIM SANTA BARBARA DRIVE STRIPING w z :J w z <( ...J Cl z w 0 0 + (/J -z <O 0 zi= 0 in 101 ~ ~ I-a:: (/J I- -···-······-.. -· ... '- 1" = 4D' w " z z ...J a: ~ w z (/J <( ...J >-' z (/J c3 x w w rn z 0 5 to -, + -(/J (D z z 0 0 ;::: ;::: iii ;:: z <( (/J g: -li \ R28(S) ON fil ST. LT. STD. JAMBOREE ROAD ~~tJ.[ 1/(jt ,$" -No. TROOl647 E,q,. 9/YJ/9 1'Rnf1C f R26(S) • (D (D ------' 62+00 ~ ONLY 63+00 . \ W74, R28(S) ON fil ST. LT. STD. 48" ~ ONLY R61-15 DETAIL 30" (MOUNT ON EXIST. STREET LT. STD.) SANTA BARBARA DRIVE CITY OF NEWPORT BEACH SIGNING AND STRIPING PLAN: THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT 1---+--+-------------+----t AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY, THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND 1---+--+-------------+----t ACCURACY. APPROVED ~d~ ~L 1·1"·9'1 DATE DATE BY DESCRIPTION APP'D. DESIGNED KRR TRAFFlC ENINEER REVISIONS CHECKED DRAWN LHK DATE JAMBOREE ROAD AT SANTA BARBARA DRIVE CITY OF NEWPORT BEACH --rP-.-!SOII PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 Title K: \PROJECTS\177 _0200\STRIPE\SHT4.DWG 12/20/95 16: 34. .., \; z "' 0 r 0 ~ n D 0 0 ~ a CD D .., m 0 11 • ~ m 0 ' z 0 C -< z ~ m D m . , • D " 'n D ~ > " • z "' n " s; 0 '!I " .., ,; z "' a r 0 • ~ n s 0 a • CD , D .., m a :;::: • ~ D • ' z a C z , < 0 ~ , • D " Si D • " < • z "' n > si a CD z " I' I II' ~ ~ ~ \"k\ -uJ z C s: [lJ m JJ 0 JJ ~ z Gl z C s: [[J m JJ -; ::::0 I \ -• I I OI ' ! 0 - 0 JJ ~ z Gl z C s: [lJ m JJ 0 JJ ~ z CONDUCTOR SCHEDULE SANT A BARBARA DRIVE PHASE-FU~~CTION-SEQUENCE DIAGRAM AWG CIRCUIT 11 3 3 - - 3 3 12 3 3 - - 3 3 13 3 3 3 3 6 6 14 33--33 15 - - 3 3 3 3 16 3 3 - - 3 3 12 P - 2 - -2 2 14 P 2 2 - - 2 2 16 P 2 2 2 2 4 4 12 PPB & BPB 1 - - 1 1 ALL SECTIONS 1 2" 0 0 0 CB DETAIL RED YELLOW GREEN GREEN "A" ¢3 AND ¢4 *INTERIM DETECTION IS ONE LOOP IN EACH LANE. (SEE INTERIM STRIPING DETAIL ON SHEET 4) PROVIDE CONDUCTORS AND OTHER • EQUIPMENT REQUIRED FOR THE INTENDED OPERATION. #14,__13_B_P_B ___ -+-_--+--_-+--_--+-_---+-_1+-1+---t 14 PPB 1 1 - - 1 1 ¢6 PPB & BPB 1 1 1 1 2 2 17' HIGH MOUNT .,---------r--1 1/2"C, 12PR#19 I.C. PPB & BPB COMMON 1 1 1 1 2 2 SPARES 3 3 3 3 6 6 TOTAL 25 28 13 13 42 42 12 ISNS 1 1 1 1 2 2 SIGNAL COMMON 1 1 1 1 2 2 #1 0 LUMINAIRES i--=-----_-=.c.-----+--+----+----+-+-----+--+--1 2 2 2 2 2 2 ro~L 3 3 3 3 4 4 11 - - 2 2 2 12 5 - - 5 5 LOOP 13 - - - -5 5 1--------+--+-+----+-+--+--l---<I DET. 14 2 2 - - 2 2 CABLE,___15--------+-____,~1...,__-+-~_-+-~1--1-1--+-----1 TYP E 16 - -1 2 2 s ..-,::::iF--------1 f---------+--+-+--+--t--t-~1---1 .. .. .. .... ... . . ... ··········--······ B TOTAL 2 8 1 4 17 20 ·~ ... N •·-····• ••• 'G, . • ' TO BACKBA Y DRIVE ...... -·-··-. . '. ' N •• t --<:. 'S. ....... . . ___ .......... r··· ........................... , ~ ···-·.' ~·······; INTERCONNECT CABLE 1 1 2 3 I ' ; N ....... ' . EVP CABLE 2 4 4 4 .. ... ~-:-:·~:·:·:: --. ·'-'--··~·'-~-'-l I CONDUIT SIZE 2"(MIN) 3" 2" 2" 2-3" 2-3" N , .... ' .. I t<') ·•····· '. : N •·-·-·, c··. ' r: . I/') ..... -·'· ...... , ALL CONDUIT EXISTING .. ·····-·· . -····· ... ·-·. .... ······-··-· .. :·• ....... . ALL CONDUCTORS TO BE INSTALLED NEW REUSE EXIST. I.C. AND EVP CABLE 1 "C, 3DLC ..... 1"C, 3DLC JAMBOREE GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHER'll'ISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X6' CENTERED IN TRAVEL LANE, WITH 10' SPACING. 9. ALL SIGNAL CABINET MODIFICATIONS SHALL BE MADE BY THE MANUFACTURER. NOTES THIS SHEET OJ EXISTING MULTISONICS MODEL 820 CONTROLLER, OPTICOM EQUIPMENT, AND BICYCLE TIMING LOGIC IN TYPE P CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, 24 VOLT FIRE STATION PRE-EMPT EQUIPMENT, AND MISCELLANEOUS AUXILIARY EQUIPMENT TO BE MODIFIED AS REQUIRED TO PROVIDE THE INTENDED OPERATION. ' • '~ ·- .. ·-. ·-·······-··-.. ' ! ; g' 19' 1-¢ 11' : • ': . ' 12' _?·_o· ••• ···,!14 -•. . .... ·: -I • • •. ., •' -••• • ••• , ~ ' <· •• ··• ' ; ; RS TYPE :1 , 15 RS EXIST. PED. HEAD · : : ' '. , . , .. ,. .. . ,.··. :. , .. ,. u-1-----0NSITE ROADWAY IMPROVEMENTS BY OTHERS 12' VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION N.E.M.A. PHASE DESIGNATION FUNCTION TYPE COORDINATE FUNCTION * 1 5 2 s s DP * * * ,-------=,,.12+51---~ 6 3 DP s * * NOT USED 7 s * NOT USED 8 DP * 4 DP * +-------. ® 3 R96 (BOTH SIDES) 1+5 1---------3>, 2+6 1----;:a.i 3 4 _.,..._~ * COORDINATED FUNCTION PER PHASE DETERMINED BY MASTER COMPUTER ....... ----. -··-·-... . . ... • •••• •• ... A~ •-•· r-- '-------=,,.1 1 +6 1-------' 250' LIMIT TO: ~ LIN;) . . . ,J, . . ...... ··-., .... •• ... ···:: ..... . © ,s,. : . I -·-··. -·--·--· ........................ :'· ·-•• •• • • -(",,I·-·---··. -···-. --·-. ·-.. ··-... ~ ... -··· ... -··-· -·-...... :-···-.. ; r·· -• lD .. I . _, ... , -.·• ........... ··-.................. ······-·····•-··· ········-· ··-··-····· ···•·· ···-······-· . -··----- ¢2 .. I N 0 0 ~. :,:: . -...... .. . - . --····-,.~-2 -~: 2 5 -;.,. ; ' . .. , . '-··--'····' 02P •• : · ,. ......... .. .. . -·· ................... ·-·-. .. ..... . .. . . .... ¢4 ..... . . ··-· . . .. . .. ··•···· .. .... ····-···· ··c~.:.: :::: X .:::.::·· ...... : r - --------------"'<-"\_I.~ EX. SERVICE POINT RS EXIST POLE AND 6 1 MAST ARM, AND LUMINAIRE t.----,1 1/2"C, 2DLC 6PR#19 I.C. ROAD l .. , ... . ; .... ·• !-·~. · .... ··~·-:~ 1 .. ,.... . .. -....... -.. ·.,.., . .. .. . .. •.· ......... . •• ••• •••• •• •~••• •••••• !-: L =• • • •··-·--· : , ...... . ·:·;···· ··•-··•·· "' ..... '..... ... . .. 1 1 /2"C, 18PR#22 I.C. TO SAN JOAQUIN HILLS RD. (±9.30') 1 1/2"C, .3DLC, 18PR#22 I.C. ~i,OFESSt. ~N.l,lyt L------' SEQUENCE WITH CALLS ON ALL PHASES ~ INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR UNIT #1 #2 #4 #10(N) CHANNEL 1 2 1 2 1 2 (R) 1 2 1 2 1 2 1 (R) 2 (R) 1 (R) 2 (R) 1 (R) 2 (R) 1 2 (N) NEW SENSOR UNIT DETECTOR (1) 1-12 OJ c2) 2-12 m- (3) 3-12 0 4-¢2 5-12 1-15 4 1-11 5 2-11 0 (4) 1-16 0 5 2-16 8 (6) 3-16 [II 4-16 5-16 1-14 ~ 2-14 11 (7) 1-13 @] (8) 2-13 @I 3-13 4-13 5-13 jB (R) REASSIGNED EXISTING SENSOR CHANNEL .6. SENSOR UNITS 'NILL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE OJ AND SPECIAL PROVISIONS. W VCS INPUT NUMBER (#) SYSTEM SAMPLING NUMBER FURNISH AND INSTALL ONE (1) EVP DISCRIMINATOR UNIT (13 AND 9'4) • I ; • ; . :; . "'-· .. ··,··--···· ... \ ............ ~ ; .............. ; .:.: .......... : "' 14' 12' 12· .. '"! .. ___ ., . ' .......... , ' : : f2 ~f:S Nco -----+---1 1/2"C, 6PR #19 I.C. TO SAN CLEMENTE DR., 6 PR#19 I.C. (FIRE STATION PRE-EMPT) POLE DATA SIGNAL H.P. SOD VAP NO. TYPE HEIGHT M.A. M.A. WATTS 1 24-4-70 30' 35' 15' 250 2 1A(E) 1 o· 3 29-5-70(E) 30' 50'(E) 15'(E) 250 4 PPB POST -S 1A 1 o· 6 19-4-70 30' 25' 15' 250 7 1A 10· 8 29-5-70 30' 55' 15' 250 9 1A E 1 o· No. 1ROOISl7 E,p. 9/YJ/96 POLE SCHEDULE 20 10 0 20 40 --3 INCHES ON ORIGINAL DRAWING SIGNAL MOUNTING PED. PUSH BUTTON POLE LOCATION ILLUMINATED SIGN VEH. M.A. PED. PHASE POLE QUAD. E B C N MESSAGE (DBL FACE) MAS SP-I-CS 2 NW 15.5' -2.5' Jamboree SP-1-T(E) NE(E)/NW(E) Existing SP-1-CS Existing Santa Barbara (E) 4 NE 12· 2.5' TV-2 SP-1-CS SE NE 12' 2.5' SV-1-T MAS 6 SE 12' 2.5' Jamboree TV-1 SP-1-CS SE • 12· 2.5' SV-1-T 3-MAS SP-I-CS 6.5' 2.5' Santo Barbaro E) TV-2 1 SEE SW Existin . • SPECIAL PUSH BUTTON WITH BICYCLE SYMBOL, MESSAGE & ARROW NOTE: ALL EQUIPMENT NEW, EXCEPT THAT NOTED AS EXISTING (E), OR (1) -INSTALL NEW VEHICLE HEADS 'll'ITH NEW TV-2 MOUNTING HARDWARE ON EXIST. POLE. (TI EXISTING MODIFIED TYPE II SERVICE 'll'ITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE TO REMAIN. SANTA BARBARA DRIVE [}] REMOVE EXISTING SIGN PANELS INDICATED FROM EXISTING SIGNAL STANDARD AND INSTALL ON NEW SIGNAL STANDARD PER CALTRANS STANDARD PLAN NO. RS4. 0 REMOVE AND SALVAGE EXISTING SIGN. INSTALL NEW R73-5 SIGN ON SIGNAL MAST ARM PER CAL TRANS STD. PLAN NO. ES-6T. CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. t----t--+-----------+---1 THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND 1-----,1---+------------+---- ACCURACY. APPROVED ~~i-Ed,_-{,,._ /-ID-9"- DATE DATE 6Y DESCRIPTION APP'D. DESIGNED KRR TAAFFIC ENINEER REVISIONS CHECKED DRAWN LHK DATE TRAFFIC SIGNAL MODIFICATION PLAN: JAMBOREE ROAD AT SANTA BARBARA DRIVE CITY OF NEWPORT BEACH 11<.-1so11 PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 Title K: \PROJECTS\177 _0200\SIGNAL \SHT5.DWG 12/21/95 10: 54. I I I I I u, z C :;;: [[J m JJ 0 JJ .. l": ~ I z G1 z C :;: [[J m JJ -I :::0 I I )-, 01 } 0 -- 0 JJ ~ z Q z C :;: [[J m JJ 0 JJ ~ z 43+00 ---I-r C18 0 0 + '-0 ,,, ;'E V) -tl I· C20(L T) 0 0 + N v ;'E (/) -tl I- I (.'.) -n::: w > 0 m <( w w if) 0 w 0 z + ....I <.D L() I (..) . <( I- I-<( if) ~ • • \· C20(L T) STAGE CONSTRUCTION ---,-..._ TO PROVIDE A MINIMUM OF TWO SB THROUGH LANES ON JAMBOREE ROAD AT ALL TIMES !-c30 • • C30--t • ............. JAMBOREE ROAD . -···. JAMBOREE ROAD -\ C13 • 0 C30-t I> > >I ,. V /I P222l === ~ • LEGEND PLASTIC DELINEATOR OR CONE (28" MIN.) TYPE II BARRICADE WITH SIGN OF TYPE INDICATED FLASHING ARROW BOARD TEMPORARY CONSTRUCTION SIGN OF TYPE INDICATED CONSTRUCTION AREA LIMITS OF COLD PLANING AND A.C. OVERLAY ·····• .. .. - .. ·- . -. • C30 o ... TRAFFIC CONTROL NOTES: 54+00 es Cl.. ~~ -:::, 0 (/] 00 ..... -' Cl U Zw Wz o<t a-' +~ st lO 0 .z <( t-IY (/] 0 .-H u. 1. THE USE OF ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC. SHALL BE IN CONFORMANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH)," LATEST EDITION. 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS MUST BE EQUIPPED WITH REFLECTIVE SLEEVES OR LIGHTING DEVICES. 3. TRAVEL LANES SHALL NOT BE CLOSED UNTIL CLOSURE IS REQUIRED BY CONSTRUCTION ACTIVITY. TRAVEL LANES SHALL BE REOPENED TO PUBLIC TRAFFIC AS CONSTRUCTION CONDITIONS ALLOW. 0 0 ~ ..... ' . ,,;., •.· .....• • • I--· I.J.. w • ....I • w w if) 0 w 0 z + ....I <.D L() I (..) . I-<( I-<( if) ~ SANT A BARBARA ORI VE PROVIDE TRAFFIC CONTROL FOR COLD PLANING AND A.C. OVERLAY PER WATCH MANUAL (SEE NOTE NO. 1 ABOVE). MAINTAIN A MINIMUM OF ONE SOUTHBOUND THROUGH LANE AT ALL TIMES ON JAMBOREE ROAD. • C 58+00 . . -~-~- -·-··-· .. ······ . /! ~ ; . SANT1 BARBARA II I LANE CLOSURES TO BE BASED UPON 50 MPH TRAFFIC SPEED. ··-..... ; \ \ ' ' ' \ \ .. · C30 ::i;:c30 ° • • tl ;,-5 □' ·{TYP.)'\ ••••••• \ \ :_·:};.:: _: __ ::::_--:·::•. ____ --:::: : _ ~-• • :: : • ~.-••• • •••• ·----~-...... • • ••••• -•-... --·:;:;::·• --------------------,,,,----------___ _,.. ----.l~~-2-0-(L_T_)_ -.~l~-l-8c...._:_-_-_-_-_-~:: __ --_ ~-'==). c:::::=·. ·'.'.'.· ".'.'.".'.'.".'.'.'.::s9~+200:-' _= _=_ =_ ...::_=-_...::~~~~~~~~~=-'=;:-eo"L+';;;o"'-o;=_=-_= _= _=_ =~~:'.'.'.:'.'.'.~~~~~ ~~s:::,1~+~00~~=-=_=-=~~--•e::'·~~'.:::~~= _== -~~_s:2+i:_o':-o_-~---_-_-_-_-_-_-_-_-_-_-_-_-F-3:C,o s~~? ....... -~ .... ... . .. . ...... _____ ....... _ ..... ·-··· .. ~~~?.~.--·-····· RIVE ..:.. C18 ,. C13 JAMBOREE ROAD CITY OF NEWPORT BEACH w O'. :::, (/) 0 ...J u w - z 0-,: 0 ...J "' ~-Cl 0 wz 00 00 0 (/] 0 + O'. "' 0 <D "- <( ffi t-Cl.. C/l -,: -tl I- THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT 1---+---t-------------t--i AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND 1---+---t-------------t--i ACCURACY . APPROVED ~(k&~L TRAFFIC ENGINEER t·ll·9b DATE DATE BY DESCRIPTION REVISIONS APP'O. DESIGNED KRR CHECKED ... \ SAN JOAQUIA HILLS ROAD DRAWN LHK DATE TRAFFIC CONTROL PLAN: JAMBOREE ROAD AT SANTA BARBARA DRIVE CITY OF NEWPORT BEACH '1fl..-,s'o 11 PUBLIC WORKS DEPARTMENT SHEET 6 OF 8 Title K: \PROJECTS\177 _0200\STRIPE\SHT6.DWG 12/20/95 16: 36. < □ C z ' ~ a ~ " ~ ~ z .m 0 ~ ~ □ ~ ~ .,, \; z :,: □ r 0 ~ " " 8 □ 0 ~ ,, g m c'l " % m n < z 6 e C z ~ < m 0 m . , " e 0 a " ~ , ~ > " z .m 0 ► 'ii □ ,, z ► .,, \; z :,: □ r □ " " 8 □ ~ ,, ;i: " ~ m < i, 6 ' z m " 8 , ~ ; z m 0 ,. ~ □ I [j) z C :s:: ID m :n □ :n ~ z GJ z C :s:: m m JJ ~ :::0 \ I 1- 1 01 0 -- □ JJ ~ z [j) z C :s:: m m :n □ :n ~ z ~ IRRIGATION LEGEND 11 TORO SPRI_NKLER: 570Z -4P -COM, INSTALL ON TRIPLE SWING ASSEMBLY, PER CITY STANDARD DETAIL G) CAP EXISTING IRRIGATION MAINLINE AT IRRIGATION CONTROL VALVE #7 ® EXISTING IRRIGATION REMOTE CONTROL VALVE #7 TO REMAIN ~ INSTALL NEW PULL BOX 2' CLEAR OF NEW STAMPED CONCRETE PAVING CONNECT TEN (10) EXISTING IRRIGATION WIRES TO TEN (10) NEW WIRES IN CONDUIT @) ST AMPED CONCRETE FLAT \.VORK PER CIVIL ENGINEER'S PLAN (2) INSTALL NEW CONTROL WIRES FOR TEN (10) VALVES IN NEW 2" SCH 40 CONDUIT @ INSTALL NEW PULL BOXES AT GRADE IN NEW MEDIAN ISLAND (J) EXTEND EXISTING IRRIGATION CONDUIT TO NEW PULL BOX LOCATED IN NEW MEDIAN ISLAND @ EXISTING MEDIAN ISLAND TO BE REMOVED, PER CIVIL ENGINEER'S PLAN ® EXISTING IRRIGATION CONDUIT TO REMAIN / VERIFY EXACT SIZE AND LOCATION IN FIELD INSTALL TEN (10) NEW IRRIGATION WIRES FROM PULL BOX TO CONTROLLER @ EXISTING IRRIGATION CONTROLLER TO REMAIN Qj) INSTALL NEW PULL BOX IN THE MEDIAN NOSE, PICK UP AND EXTEND 2 EXISTING HOT 24 V WIRES INTO NEW PULL BOX. ADD 2 NEW 24 VOLT WIRES FROM MEDIAN NOSE TO EXISTING ELECTRICAL SERVICE ON THE SOUTH CORNER OF JAMBOREE ROAD AND SANTA BARBARA DRIVE, REPAIR EXISTING STAMPED CONCRETE Tb MATCH EXISTING ""' 1 1/4'" --~ ----54+00 I I r ~I I IE NOTE: HOT WIRE 0 0 T I [w > 0:::: 0 <( 0:::: <( (D 0:::: <( (D <( f--z <( (/) 6 ,----11 THE WIRES GOING TO ACROSS SANTA BARBARA ARE NOT CONTROL VALVE WIRE BUT POWER SUPPLY WIRES FOR THE CONTROLLER ACROSS SAN JOAQUIN HILLS RD. ON JAMBOREE, THESE WIRES ARE HOT ALL THE TIME 24 V. NoTE, A!.L PVC THREADED C.ONNECTIONS TO SE; GOA TED i"ilTH RECTOR SEAL T-PLUS Tl"O OREGUAL L__ _ _____, II SECTION NOT TO SC.ALE POP-UP Hl=AO t,l=iAIL. IRRIGATION PLAN DRAWN BY YS CHECKED BY DBS DATE 8/28/95 HRP L.ANDESIGN EXPRESSLY RESERVES ITS COt.lMON l.AW COPYRIGHT ANO OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PL.ANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY F'ORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlY WITHOUT rlRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF' HRP L.ANOCSIGN. PROJECT STATUS OWNER ISSUE 8/28/95 BID ISSUE CITY OT NEWPORT BEACH NOTIFICATION CALL RANDY KEARNS -CITY OF NEWPORT BEACH PARK DEPT AT (714) 644-3082 TO CONDUCT A CONTRACTOR ORENTATIO MEETING TO DISCUSS PROJECT SCHEDULE AND GAIN ACCESS TO THE ELECTRIC PEDESTAL AND IRRIGATION CONTROLLER, PRIOR TO PERFORMING ANY WORK UNDER THIS CONTRACT HRP LAN DESIGN PlNH'll3 IANlOOAPE ARlHIIBmJIE llllAN llElDI 8242 HAllADAY • Bll1E 209 ~~CA; 1l2lll& (714 557-5852 ~~~r Q .. d2i ~'?" ~ OFQAl,.\v-0_~ B ' PLANTING LEGEND @ TURF SOD MARATHON 11, INSTALL SOD TO LIMIT OF EXISTING TURF @ EXISTING MEDIAN ISLAND TREES TO REMAIN © DRAINAGE-SHEET FLOW (CROWN MEDIAN) TO DRAIN AT 2% MIN., PER CIVIL ENGINEER'S PLAN @ EXISTING MEDIAN ISLAND TO BE REMOVED, PER CIVIL ENGINEER'S PLAN ' ~-,A 0 0 ... T w > 0:::: 0 <( 0:::: <( (D 0:::: <( (D <( I-z <( (/) I --·''-.-- - - - - - - - -.--- - - - - - - - -.--- --7-- --9-- ---- -- -= 55+00 58+00 57+00 58+00 ( • 59+00 ---------------------------------------~ I '---IC I JAMBOREE ROAD I I I I I I I I I I PLAINT~ING IPLAN. CITY OF NEWPORT BEACH IRRIGATION PLAN AND PLANTING PLAN JAMBOREE ROAD AT SANT A BARBARA DRIVE "1 ii: "1 [[] [;! D il "' ~ ~ C) .... II< ...i ~ ;l E-- Q z I 8 ~ ~ z z ~ I ~ {I.I i I I LO I 0) ,I LO C\l I I z, 0 -, 1- 0 J ::::, CI: I I-I oo I Z, O' (.) a: C\l _J <( I- I- ~ co ::::, (/) >- (.) z t-------t--+----------t----+----r-----+------------r--------1w CITY OF NEWPORT BEACH 1P..-!5"011 {!J SHEET 7 OF 8 <( JOB NO. 3863 -u ~ .:: " rn . a 0 " -" ~ • < a 2 _m n ~ a ~ 2 " n I t.,J z C s CD m Il 0 Il ~ z G) z C :;;;: CD m Il " '------ "" ~ ..., .... • ~ \; z I 0 r 0 ?,;i n O 0 " ~ 0 ~ ~ 0 ~ ~ z 6 -I :::0 I )oi lo ) - 0 Il ~ z G) z C s OJ m Il 0 Il ~ z ..... 52-1-□0 ,-: ....I • ,-: (fl [/) fr'. w LOW I ,,, fr'.1-+ ~ o N :::, >- LO u.. CO EXIST. 10' SIDEWALK (FUT. SIDEWALK WIDENING BY OTHERS) 5'.;.t-00 I-I (.') :J ,-: (/) (.') z F (fl x w l, 54+00 ,-: ....I • ,-: (fl (fl 0: w l(J ~ ~ ... ::, 0 + 1-... ::, >- LO LL m JAMBOREE ROAD 55+00 ....., >,< I-I (.') :J ,-: (fl (.') z F (fl X w 56+00 SANTA BARBARA DRIVE PROPOSED LUMINAIRE PER TRAFFIC SIGNAL PLAN (SEE SHT. NO. 5) 57+00 I- I (.') ....J ,-: (/) (.') z F (/) x w C 0 ")..r 58+00 ON-SITE ROADWAY IMPROVEMENTS BY OTHERS NO. 5 PULL BOX PER TRAFFIC SIGNAL PLAN (SEE SHT. NO. 5) LO <X) + "' LO . -' . ,· -' ... ' .. -, ",', ~ ·:,: '• ~ .• , ~ ',•,' '' ... ,,, .,,,. ,. '• •' ·-,. ,, .. EXIST. 2" C .,,,,--(SEE SHT. NO. 5) 59+00 ~ 50+00 * PER PLANS FOR STREET LIGHTING AND SIDEWALK RECONSTRUCTION ON JAMBOREE ROAD STA. 37+07.00 TO STA. 67+63.14 PREPARED BY MOS CONSUL TING, CITY OF NEWPORT BEACH DRAWING NO. R--S. 12' SIDEWALK CONSTRUCTED PER THIS CONTRACT INSTALL PULLROPE 61+00 lO <X) + STUB CONDUIT TO STATION 61+92 FOR FUTURE JOIN FUTURE CONDUIT & CONDUCTORS PER CITY OF NEWPORT BEACH DWG. NO. R--S EXIST. 10' SIDEWALK (FUT. SIDEWALK WIDENING PER DWG. NO. R--S) -. ----------,-------------, 62+00 63+00 64+00 :.,•. -~xisT. -~-3" ~)"~ EXIST. EDISON SERVICE POINT ~ EXIST. TRAFFIC SIGNAL CONTROLLER CABINET I-I (.') JAMBOREE ROAD I- I (.') :J ,-: {/) (.') z i= {/) x w :J ,-: (fl c., z 1-(/} X w SEE SHEET NO. 5 FOR TRAFFIC SIGNAL DETAILS I SANTA BARBARA DRIVE 11\llFfSSta.,~ ~J-~~ No. 18491 Exp. 6/30/97 C1v11. STREET LIGHT CONSTRUCTION NOTES: @ INSTALL 1 1/4" PVC SCHEDULE 40 CONDUIT PER CITY OF NEWPORT BEACH STD. PLAN NO. 204-L AND 205-L. @ INSTALL NO. 3 1/2 PULL BOX PER CITY OF NEWPORT BEACH STD. PLAN NO. 205-L. @ INSTALL TYPE IV LIGHTING STANDARD WITH 8' LUMINAIRE ARM & 35' MOUNTING HEIGHT PER CITY OF NEWPORT BEACH STD. PLAN NO. 203-L. LUMINAIRE SHALL BE 150 WATT HPS WITH BULB INTENSITY OF 16,000 LUMENS, TYPE Ill MEDIUM DISTRIBUTION, PHOTO ELECTRIC CELL CUT-OFF. STREET LIGHTS TO BE ENERGIZED IN FUTURE PER CITY OF NEWPORT BEACH DRAWING NO. R--S. CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH STREET LIGHTING PLAN: APPROVED R.C.E. 46214 l•IO•'tli,, DATE THIS SIGNED BY THE CITY OF NEWPORT BEACH F CEPT 1---+--+------------+--I AND ADHER TO CITY STANDARDS AND RE ENTS ONLY. THE CITY IS NOT NSIBLE FOR D ASSUMPTIONS AND 1---+---l------------+--I ACCURACY. DATE BY DESCRIPTION DESIGNED APP"D. KRR TRAFFIC ENGINEER REVISIONS CHECKED DRAWN cc DATE JAMBOREE ROAD AT SANTA BARBARA DRIVE CITY OF NEWPORT BEACH 1R.-1s-o11 PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 Title K: \PROJECTS\177 _0200\STRIPE\SHTB.DWG 12/20/95 16: 38. • I I , I I fl\ ~ • at ~ • I.JJ z C :5'. [IJ m JJ 0 JJ ~ z G) z C ~ OJ m JJ --f :::0 I -01 0 )_ ) - 0 JJ ~ z G) z C :5'. OJ m JJ 0 JJ ~ z