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Home My WebLink AboutR_5701_S' ~ ' . / / • • . • " . ., a • >.( i :I: u ~ LJ.J CD :z 0 I- <.!) :z I== z :::, :c LL ~ u Ii! . ti -~'it. -tmSI CITY OF ca.u~ COSTA i I MESA i i 'IICllllA < 111H SI. 0-INDICATES AREA SHOYIN ON PAc1r1c INDEX MAP VICINITY MAP NOT TO SCALE INDEX OF SHEETS SHEET NO. DESCRIPTION 1 . TITLE SHEET 2 PLAN AND PROFILE 3 DETAIL SHEET 4 SIGNING AND STRIPING PLAN 5 TRAFFIC SlGNAL MOOIFICATION PLAN 6 TRAmC CONTROL PLAN 7 LANDSCAPE PLAN 9· STREET LIGHTING PLAN SYMBOL LEGEND • POWER Pa.£ l't ' t, •••r•-\ >' 0 MANHll.E \t FlRE H'IDRANT D MElER BOX @ VALVE C POWER PO.£ ANCHOR 6 MONUMENT -x-x-x-FDIC[ ==:::c:,c:::: lll.OCKWAl.l 0 00 1REE gjRUBBERY ,,,,, -.-.-. ASPHALT PAVEMENT - - - -EXISTING CONSlRIJCTIQI ----PROPERTY UNE ----NEW CONSlR\.ICllON ---ft-·-CENlERUNE -··-S-··-SEWER UNE -···--W-WATER UNC ---(;---CASUNE -E-POWER l.M -m -TELEPH<H UNC -tv-CABLEVISION LINE . -SP-SPRINKLER S'ISTEII ):( STREET UGHT NO. 1 2 3 4 !'i 6 7 8 9 10 11 13 14 15 16 17 18 19 20 21 22 31 32 33 34 • a OTY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT PROJECT. PLANS FOR· CONSTRUCTION·. ON . . . • STATION JAMBOREE ROAD AT SANTA BARBARA r DRIVE 53+19.94 TO ·sTATION 61+92.00 APPROVED: (Q[jJ C u)JJ_ • Jrµ4w-, • (2, 1'7' DIRECTOR OF PUBLIC WORKS ·oAiE ESTIMATE OF QUANTITIES * TOTAL ' ITEM QIJANTI'TY CONSTRUCT 6" AC OVER 22" C.A.B. OVER NATIVE GROUND AT 95,t RELATIVE COMPACTION. • 14,115 CONSTRUCT e· CURB & GUTTER TYPE "A· PER CITY or NEWPORT BEACH ST0-182-L ., 320 CONSTRUCT 5• CURB TYPE "B" PER Cl'TY OF NEWPORT BEACH ST0-182-L 769 CONSTRUCT MEDIAN TAPER ANO NOSE flARE PER C1TY Of NEWPORT BEACH ST0-107-L • . 1 ~AWCUT & REMOVE EXISTING PAVEMENT. ,. 14,115 REMOVE EXISTING MEDIAN CURB. 775 TRANSITION FROM 8" CF TO 6" CF, 110 CONSTRUCT 12' SIDEWALK PER CITY or NEWPORT BEACH ST0-180-l. 5,172 REMOVE EXISTING SIDEWALK. .4,881 CONSTRUCT CURB ACCESS RAMP. CASE E. PER CITY or NEWPORT BEACH ST0-181-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 Cl'TY or NEWPORT BEACH STD-106-L. 71 CONSTRUCT PRECAST CONCRETE FLARED ENO SECTION PER DETAIL ON SHEET 3. 1 COLD PLANE (0.2 MIN} EXISTING PAVEMENT ANO 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 OISSIPATOR PER DETAIL ON SHEET 3. 1 CONSTRUCT CONCRETE COLLAR PER CITY or NEWPORT BEACH ST0-313-L. 1. RELOCATE EXISTING AIR RELEASE VALVE PER CITY or NEWPORT BEACH STD. 515-L. 1 RELOCATE CABLE BOX. 1 INSTALL 1 1/4" PVC SCHEDULE 40 CONDUIT PER C1TY OF NEWPORT BEACH STD. PLAN NO. 204-L & 205-L 210 INSTALL NO. 3 1/2 PULL BOX PER CITY or NEWPORT BEACH STD. PLSN NO. 205-L. 3 INSTALL TYPE IV LIGHTING STANDARD 'MTH 8' LUMINAIRE ARM & 35'MOUNTING HEIGHT PER Cl'TY or 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 FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. JNIT 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: O.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, ~ORTHWEST 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 PATE • 7 Al'PR(M[) BY . CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALFORNIA GAS COMP ANY SOOTHERN CALFORNIA EDISON COMPANY PAale lELEPHONE COMPANY • OTY Of NE:lll'CRT BEAOI (UllUllTES DIVISION) • COONTY SANITATIOO lllSlRIClS • COMCAST CABI.EVISI~ NUMBERS 634-0251 895-0221 611 • 644-3011 • 962-2411 542-'6222, . 542-3975 AFTER 6: 00 PM 6 . U11U11ES DIVISJal . ~ . • • ~==4~5==:=====:============================================~ .• ?J, §/4, ft¢# I.··~~ •\4 3 APPR()',{I) BY • • • 2 aTY TRAfFIC ENCINEER l ~y,/J(t,1.._.L NO. DA TE REVISIONS ii.SiQO_: TB IIWD: LHK 0€01EDIY: · TJH DAll '. _ .. ' ,.' '. \. , . . ,·_. ~ . ., -• . • . SANTA BARBARA DRIVE PROJECT • • • JAMBOREE ROAD SANTA BARBARA DRIVE • GENERAL· NOTES INDEX MAP NOT TO SCALE ' AREA 1. THE CONSTRUCTION OF' ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS or THE NEWPORT BEACH CONSTRUCTION STANDARDS & THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE or STREET. SAN JOAQUIN HILLS ROAD 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF'llNG THE AClUAL 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 & FlNISH TO ALL ADJOINING CURBS & WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING or STREET & DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM & SUBJECT TO REVISION & APPROVAL or THE CITY AS REQUIRED. BY SOIL TEST TAKEN AFTER COMPLETION Of ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE & BROUGHT TO FlNISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS le ARE INDEPENDENT or ALL OTHER STATIONS. • 10. SEWER, WATER & STORM DRAIN LINES DISTANCES SHOWN IN PROFILE & IN lllE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11. STATIONS SHOWN [0+00] ARE SEWER STATIONS & ARE INDEPENDENT or ALL OTHER STATIONS. 12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE or PERFORMING ANY WORK AT 644-3311. THE PUBLIC 'M:JRKS DEPARTMENT'S INSPECTOR SHAU ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS & PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTE~ SO lHAT THE FORMS CAN BE CHECKED FOR LINE & GRADE & COMPARABILITY WITH EXISTING CONSTRUCTION . 13. THE WALLS & FACE or ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF. THE GROUND OR OTHER EQUIVALENT M.l;;ANS •. TRENCHES OR EXCAVATIONS LESS THAN (5)· FEET IN DEPTH SHALL ALSO BLGl!.\llDED YrHEN EXi\MlNATION . . INDICATES lHAT 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 & WA"IER PIPE SHALL BE BEDDED PER CITY or NEWPORT BEACH STD. 106-L. 16. P.V.C. SEWER PIPE MAY BE USED IN LIEU or V.C.P .. PIPE MUST BE MANUFACTURED PER A.S.T.M .•• 03034 SDR35 OR A.S.T.M. F-789. ALL FITTINGS SHALL BE PREFA8RICA1ED 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 & CONSOLIDATED BY JETllNG PRIOR TO COMPLETION or TRENCH BACKFlLL 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 WllH Cl'TY OF'. NEWPORT BEACH STANDARD 510-L 19. WATER MAINS SHAU HAVE A Ml"(IMUl,4 or 30" OF COVER FROM SUBGRADE. • : 20. ALL CONCRETE SHALL BE 560-C-3250. · 21. SLOPE ANCHORS SHALL BE PROVIDED ON All LINES IN ACCORDANCE 'MTH CITY or NEWPORT BEACH STANDARD 314-L. 22. A.C.P. 'MTH A D-LOAD or 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 ANO MAINTAINED BY THE CITY or NEWPORT BEACH SHALL BE VIDEO INSPECTED AF"IER CLEANING, AIR "TESTING & MANDRIWNG. ALL VIDEO INSPECTION SHAU BE PERFORMED BY THE CITY UllllllES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEVt£R LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED le REINSPECTED, INCLUDING AIR TEST, MANDRILL & VIDEO, PRIOR TO ACCEPTANCE. . . ' . 24. THE. CONTRACTOR SHALL NOTIFY THE PIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 664-3106. 25. THE FlRE DEPARTMENT SHAU BE NOTIFlED 48 HOURS IN ADVANCE or ALL LANE CLOSURES. . . . . . . 26. THAT A FlRE PROTECTION SYSTEM. ACCEPTABLE TO THE FlRE DEPARTMENT BE INSTALLED BY THE DEVELOPER & TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF AHY COMBUSTIBLE MATERIALS OR START or ANY STRUClURAL FRAMING. ' Uf "' ' , • • PLANS PREPARED BY: • fi~s UNDER 1HE SOl'[R\ISI! or : ·. . . \4u~l;l!;. ,··.,,¢1/,s' 7 /95 W?t(ARllWI . NO. 111491 . DAlE • • TITLE SHEET: J~MBOR~E ROAD STREET' IMPROVEMENTS STA. 53+19.94 TO 61+92.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET OF 8 . TIii• K:\PR0.£CTS\1n_o200\S1GNAL\SHT1.DWG 12/13/95 14:33 . • ·""· ·, . ' . ' • ,. • ·--------- ------- NO. (A) ® © 0 © ® © I H} I I ) 1J DELTA/BEARING s 35·01 '01 ·w 08"29'32" s 43•30•33•w N 43"30"33"E 13"19'04" N 30"11'29"E 09·55•55• 90·00·00· 90•00·00· 52+00 DATA RADIUS 1200.00 200.00 200.00 35.00 35.00 53+00 54+00 • ; LEN./DIST. TANGENT 57.61 .177.86 • 89.09 1,17.21 19/.~/ 46.49 23.35 48.39 34.73 17.41 54.98 35.00 54.98 35.00 55+00 • -. ---· ·----:. -...... ~~~ ... ~= ••• -- ---- ·--------. ----·-·= ,!.::"" ... . • ---·-:::.-: : --= -· -·--· ----.. ---------.. ...... ----· -------.,_ ·-· ·-----._.... ..... M .. ----• -• ---·--------·• ---·::.-= .::;:.. :; ----; ---.. ·-· ... -··--.----.:: --·----- -....... -------. PROFILE --------· --------- -·-__ ....., --- -· --... .. ---· -• -·----··-- HORIZ 1"• 40' \IERT .1"=-4' .. -.. - . 56+00. ~7+00 PLAN 1"• 40' 58+00 59+00' ' { STORM DRAIN AND MAINTENANCE ACCESS EASEMENT TO THE CITY Of NEWPORT BEACH PER FlNAL TRACT MAP NO. 15011 I I 119.25 TC ·.·SANT A .• BARBARA DRIVE ' ' ' • F'OR 48" RCP DETAIL, SEE SHEET 3 • • 8+96.03 •• 11 . 5 . 119.36 EVC w~IR 11\Vt£JTHi~~ END CONSTRUCTION 8+94.00 ECR s• CF 119.23 TC 60+00. · 61+00 62+00 -·-·----·-·-·--·---··------·-. ··---·-.. -----·--·--···-. --• --::: =: :::::. -: ___ :~:-:.: ----=-· :::::; " ------------· -------------· _ ..... -·--.:. -== . --. -. -------·-- -----· -----__ .. --· _,_ .. ------,_.., __ ------------ -----------------· -------------·-·•-·----. --------------· -· --~§~==I ·--· ·-·· -----· ---------- ---·-----------. ··--... ···-----·· ------- ----........ -·-· --- ----== -·-:::::: .. .:.-=-= ~==!' .. :--_ -_·=· ·---· ----------·----·· ,_,., -----.. ---·- -· --.... --·--· ------. ------· --·· ........ ----· . --·-----__ .. --·-.... ------...... -.:;::... .... :;;: .::-.:. :::;: :.:::;:: -·· ----------.. _ --·-------------- -------.. ·--- ----· --- -NHON --00<M0M ---NNO .. ---------... ·-·-· --___ ,_, , . .,_ ----· --.,_, --· ::: .... ::::= ·:::= ==-" ----: ·----·- ---· ·-----------·-··--· -·-· -------··· --------· ------ ----.. ----· ·---· ·-·--------• " ==i:: --=-·---' -----.. -·------·-------· --·--··-------·-------==l==l' --• ---·-+--·---•·------·------------ ~-=..,=.::: ~·~;: ·-. --= = -:::. - 63+00 ---·-------·------------·-··----_ .. _,_ --____ ., __ _ ---,_ ....... ---·---_ .. --·---.. -. --· 'K N 43"30'33"E © N 49"13'11 "E 269.69 ' 50.25 SEE SHEET 7 FOR MEDIAN LANDSCAPING AND IRRIGATION· MODIFICATION z· vi < c,m Z:c I=(.) ~~ R/W i-:=1=-1 I . 4 .Ji BCR (8") B REE R , + 72.31 BCR (8" CF MBORE SIGN (M) 152•50•05• 10 .. 30 31.86 . 416.30 SIG.!!. _ -L -G - ---- CONSTRUCTION NOTES: G) CONSTRUCT 6" AC OVER 22" C.A.8. OVER NATIVE 0 TRANSITION FROM 8" Cf TO 6" CF. GROUND AT 95" RELATIVE COMPACTIO~.-----@coNSTRUCT 12' SIDEWALK PER CITY ~F NEWPORT @coNSTRUCT a· CURB & GUTTER TYPEl "A" PER CITY OF BEACH STD-180-L. • NEWPORT BEACH SID-182-L @REMOVE EXISTING SIDEWALK. • @ CONSTRUCT 6" CURB TYPE "8" .PER CITY OF @) • • • NEWPORT BEACH STD-182-L · 10 CONSTRUCT CURB ACCESS RAMP, CASE E, PER CITY OF • NEWPORT BEACH STD-181-L-A. • • 0 CONSTRUCT MEDIAN TAPER AND NOSE FLARE PER CITY @l REMOVE EXISTING. OF NEWPORT BEACH STD-107-L. @) sAWCUT & REMOVE EXISTING PAVEMENT. @SEE TRAFFIC SIGNAL PLAN SHEET 5 FOR DISPOSITION. ® REMOVE EXISTING MEDIAN CURB. @REMOVE SIGN POST & SALVAGE PANEL SEE RELOCATION OF PANEL PER SHEET 4 .. wu SIGN -- ~-=-===== =::::::= TEL @coLD PLANE (0.2 MIN.). EXISTING PAVEMENT AND ,' • ,' CONSTRUCT VARIABLE DEPTH AC OVERLAY (0.2 MIN.)., • Ill t. I ' Ill I~ 119.97 30"W- 111 I ~:,.. Ill I -.:~-:::-. llf, llfl Ill I 111 1 • Ill I Ill I SIGN .... ---2w=--~-~ • TEL 58+10.31 . i JAMBOREE ROAD= 10+00.00 . . ' + • ' l SANTA BARBARA DR. @) CONSTRUCT STAMPED CONCRETE TO MATCH. SANTA BARBARA DRIVE ARNING: 8-5/8 IGH PRESSURE AS LINE 0-• ~.,._!!.!.JAM 1;30RE ROAD 0 NOlE: FOR STREET LIGHT LOCATIONS SEE SHEET 8 OF 8. SIGN e2+00 , EXISTING PATTERN AND COLOR. . . • @REMOVE Ex1sT. AIR RELEASE vAL VE _& coNsTRucT NEW .----::c:-:::,T::Y:-:---:O~F::-:. N:-::E:':"w=-==p~o:-:R==T:-=e=-=e=-A~C:-:H~-_,.....;..,---r---------~-"":'A~PP~Ro~v~ED~BY"!"", ----r---------------1 RELEASE VALVE ASSEMBLY IN MEDIAN LOCATION SHOWN1--___,;:..:...:...=--==-_:..::.=~:....::~~--==~~.!..:..---f--+-+------------J---I UTITLITIES DIVISION PLAN ANO PROFILE: PER CITY OF NEWPORT BEACH STD .. 515-L, "ALTERNATE THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT JAMBOREE ROAD ORIENTATION", 24" (MIN.) BETWEEN CENTERLINE OF ANO ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ON\.Y.1----1--+--'----------+--1 STREET IMPROVEMENTS SHUT-OFF VALVE AND VENTED PIPE COVER. . · · THE CITY IS NOT RESPONSIBLE FOR DESIQN ASSUMPTIONS. AND 1--,1----1-------------+---I @RELOCATE CABLE BOX. ' ACCURACY. ' ' 7-W~!w!!Mo-D,.:AT_j;~l'f STA. 53+19.94 TO 61+92.00 DI! l)RAWN ® ADJUST TO GRADE. APPROVED ~2!? (/A./~~ DATE BY DEICAIPTION APP'O. CH!CK";'D DATE LHK CITY OF NEWPORT BEACH ""P~U~B'-L...,ICYW~~7"""'"'D,o;Ez:P~A,,.R;,,.;TME::;....N_T_. ---DATE REVISIONS KRR 7 95 • PUBLIC WORKS DEPARTMENT SHEET 2 OF 8 TIiie K: \PRO.£CTS\177 _0200\STREET\SHT2.DWG 12/21 /95 09: 55. ::::.1,....::::: ........ i-:::::: ,,_.,, ·-·-1,.---· ·= ::~ ::~-· ,._., ...,-::::: :::-.;:; ::::::· ........ :::;:: ·-'.::: .::. .. ··-··· ·•-··-........ -·-·· _,, ___ , .... -- . .. -: ·::::::. i-:::; .. _. --· ........ ,._,. ..... , ......... . .. -•·-•• ....... . ---· _ ........ . ---·· ................ . -t.:::· . -· .... .. ---- =x-sc -;._::-.:::::· -. .:;."E: ---~:::. :..-::::~--· ............ .. .-::. -- , __ .,_, __ _ ·""=·· ...... · ....... ! .. '~ ....... ....... . . ....... ....... -·-· ·-·-'::::::. ·--- = :::... -- :::::::r·:·:::: '""' .......... .,_ .. _, -........ ·•-· ·····~········ ..... . .,,,,,. ''"''l="'' __ ............ -·---.,_ ......... -.... . ---· ........ _, ... . ............ ............ . .............. - ,.,__:: I ·-·- :::;:.,:::: . ... ·---· .... --·-·--·--· ............. -:-·· ....... , .... - ·-==1 ·= .. :::· __ :_.~_ .. ~-- .. •·::i ....... i:;' =;.t.::: -·-··1•··-.:::::. ...... _ ....... . ·--- ••• .. ::: .................. --- ..:::: = -- :::: =·-· " ;:::::., ::: ... ~==·-. [~~::r_::: --'±, :::-- ::::.: .. ---~~~ ·:-~~=~f~ . ::::..:::·-· -~-=-~1::" ··-· ·-•--i---........... ·-·· ·-·-::r· -·-· ·-"·:l ·::,: .. · ......... . ................. ·--........ .. .............. - ··---·-·• ...... ··-·-·-t-·--· ............. ---· ,. ______ _ .~~~;; ::::t 1 ...... - -· 1---::::· i::-:.:: ·::::1::::::: ,~-+-··, ::::i,~~i--, . .. _ ......... .. ,._,_,.. ____ _ (110.57) I \ \ (110.56), \ \ ---- ~=-~ ·: r--Y :. ...:::.r=:: - : . ..::: ,-::: -·· -· - ..... -:: 1+00 .f,'15.37) I I 4113.62) \ \ \ \ . \t114.30) (110.13)~ ' I \ I (110.77)\ \ ' ', (115.2) \ \ \~116.28) ··- --·•-· ... ,_. ···-- ···•=: ,=: :-. ...: ·--·-::::-· .. -----..... _ --=· §--·--~; ;:_ ·-·----· -... --· ·-. __ ., -· ·: ---. -- ----::. ~ -~-····. .... .-.. ··-·-... ·-- -::=:: --: :::::,i: ~'~===±·=--•" ·-:-.;::: ~~t --· ·-·-· -- -i.... ............ -----· ~:=:::: ::;: '="-:.-!.::::: :::;:;:r::::: .:.::: .... _ ::_· ::::::: t-:::: -· ·--· ·-· ;,_:-::.-:-.:::i.:::::: .::--,__; ,-... =--=:1 ::::::: .:::::· ·:::;:~ ~~ ~~~: '.'.'' ::-~ .............. _ HOM< --•-..... -•--•••,-.... -... ,., __ , -·-· ':.,_,._;•-• •-l_-:.,, ::::::: ::::::: ::::::: =-~= -:::: -- . . .::::: . --- ........ '... •• i-.---·--· ·::::::: =;::-.: ~-: ·-• -·-·· --· ... -. :t .. _:±c.= .. =. !=c=±.;::.:: :::::: ~.:::: .::::-.:"::: .. ----... .::::..i:::::: -···· ........ ~ ... ................. -•·-• -...... .......... - 2+00 NOTE: CONTRACTOR SHOULD MINIMIZE OIST\JRBING EXISTING VEGETATION WHEN CONSTRUCTING STORM DRAIN. ::::::::;.;:::: := ..................... ,_,.., ........... ::::~= ~=== -- ... :...-:.- ----· -·-·· F--:~i~-~; := :.:::::: ·· ... ::::' -~.;:; . -:: ~ .... :: ...:::: = ::::.:: r:::-.::. ...:::: -=c::::: = ........ ·-· ·-··" ·---.. -··· ·-... -.. i,..; .... ---··----------a..-. ....... : -::::: -.::.:: .... _ ....... ·-· ---·----···-"'· -.. -.. • ... +--• -----....... -·-. ·-....... ··-···• .............. .. .::;:;; :::::::. -:::~-,; ::':~-: ................ --·· -·· .. £ ........ ----· ·--:: •--::t:--•'" •:::....: •H=:t""""' . ·-·- ,.·· -·-.. -- ........ ..__ ·-·---··--· .... _._ ... .... -. __ ., ----........ = ~:::: -.-. t:: •••• ::::: . .:::: --·· ,._, ........ . -·-·--·.. . .. _ ............... . ___ :;l::··=~ --: .. ::· :::: 1:---·-....... . '".;:.-:t,:::: ::::::: t:::::::. ..................... .:: i.:::-·: .:::::.:. ::::::: :;::: :::;: .::.-::.. :::::: ............ ,-. .............. ...... _,. ... ........ -... .. ........ ...... .. ........... ·---........ ·--· .. ·-·---........ --=:: ~---::::: ~~E-.. _:r:=~E= .. : -•--. .. ... - = .... ._;,-;t::. .... •·•· ·-== ~ ::=: -=-.. :::= - ---·--·-·--· .. . ... ,.._ ..:::: = ·--""'--,___ :-.:;::1'--i::·- ~-: :::::=. e::: :.. :~~~:: :~: .::.:~ :::;:: :::: ::::~ i-.. ~--:: :::::: :----=:· ::!:::. ....... , .::·----·:.-:::.: ........... -·--.. -::· ........ _,.,,.. -·--· ... --·-+·-. PROFILE HORIZ -.t:RT • J'. 40' 4' ,_._, .. ,._ ....... ---- --· :::::::. :-. .-.: ~::: -~= •p--• --· .::::.... -~-I'-:... ·----~ ·-·-· r· • : ..... :. --:..... ::::= ::.-::-.: .:._:;t .. -::= .. :::::: .. :::-.: ::::-.:: ::.~= ~ ::.~:1:::::::::-::~ :::=. ::::: \:-:: - ~k:ej-=~ : .... :.-=-.. I= i~ -~: ~-+.:. ~ --1+00 0+00 fl.Ali r .. , ... ,.. ,.. .... ... ... 0i '~ I. I-\~ ... .:. I •~.l • ... r , .... r-r .... r-r ., ._.UM I ... r .. •• ...... • • I N J'·l'Vt ....... i ... , .. 1·-0-J 1-,.,...~,..+.c,.-, .... -1 , .. ,.. ,._, .. .. ... -= -- =- = ..,;.1+00 ~ " l -+-+•1~ • -............. _ . ...., ................ Me1tln • • SECIDt B:I .. .. .. ... ... ... ··-· ......... . ........ ---·----- ........ I. tNp VIEi -• I ...... r ,. , .... , ,- r-r i ,,-... -• N t ' ! I I r...- r-,. ,.-r .... ..... -,.-r- t"-r-1·-0- 1·-r , ...... ..... ...... .....:::: ·---.... .:::::-:: .... ·-,__ ----..-:....._ --- .......... 0+00 .... .. = ==~i::-=-·· ::::-~ .. -= J:.:=1:-----· -- = • ==--§-:== ~.i=:: -·--. ±::± ·--=t=-+ -. ..... ~-, .. ·. ····-··3::-··· ---·-~ :...._ ---+-- :=:-____ "!-:-......, ____ ~ ·--•-•'I-· --· • ···-~ • ..... -... ---· ··-----....... _. -•-➔ •-➔--.... ,.. _____ ,.._ . .. --..... ·----·.•.·--·.--..... ;; ..... --:. ., __ ------:::. --:;.:.-:::t:.. .. : ..... ,.;:~:-· t . ,, ..... . -· ~ --.. ··----·-• .............. .. = . -···-.. ·---_,._, --··--·-.... • ·-·-. :-::: .. ......... -- ....... ·-·· .. ....... ------ ' ••-•m -··-· ........ ....... ., ... _ .. ........................... ..:..1+00 0+00 CONSTRUCTION NOTES: G) CONSTRUCT 6" AC OVER 22" C.A.B. OVER GROUND AT 95"-RELATIVE COMPACTION. NATIVE -= -- ;:::;;::~--. • ,;;::::: '"_:: -------.... -·-·· -:-.::. .. -::::: ----........ __ , .. _ ... .. -M ... , ... _. ...... :::::: -----........ ·-·-· ::::::~ ·--·-· ... -......... . . ·-.. ·· ---·· . ................ . --·· ·--....... ---· c::::2::=c.: ······~. .. .. -. ·---· ® CONSTRUCT 8" CURB & GUTTER. TYPE "A" NEWPORT BEACH STD-182-L. PER CITY OF ® SAWCUT & REMOVE EXISTING PAVEMENT. @coNSTRUCT 12' SIDEWALK PER CITY OF NEWPORT BEACH sm-180-L. • @EXTEND 71'-48" RCP PER PROFILE ON SHEET .3 AND BEDDING PER CITY OF NEWPORT BEACH STD-106-L. @ CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER DETAIL ON SHEET 3. @COLD PLANE (0.2 MIN.) EXISTING PAVEMENT AND \ \ PRECAST CONCRl fE FLARED ENO SECTION TYPE A PAECAST CQNCRElE FLARED ENO SECTION TYPE B . CONSTRUCT VARIABLE DEPTH AC OVERLAY (0.2 MIN.). @CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3. f--+----+-- \ *117.06) \ 114.3 ' STA. (t+ 71.00) SANTA BARBARA DRIVE I I I 111.83) 11 \:'.!..---r''T\JRE CURB AND GUTTER 11 I I\ )115. 78) R -~ '',~ \ \ • • \ \ • . \\ ~\ I ~ CONN""'T T" ICXISTING 48" RCP ')I_ ,L W/CONCRETE COLLAR • ·/.I J' 57+ 78.81 JAMBOREE RD.,98.46' Lt ., t: ====== ==== ============== === =====--=--ri' <111.02) • I I EXTENSION OF 48" RCP • DETAIL 20· ( 1 +00.00) SD LINE lll!ill L C::ant,-e,c-ter """ ""' ....... ., .... .,.,_. ,,.. a .-I ,,. ................... ~ , . C .........,_ ..,. ... " ...,.,.,..,.. ............................ • ' ' FLARED END ~-~fTION DETAIL.@) W'LY R/W 150' 83' ' 67' 1.2' ®12' 'MDE - SIDEWALK 17' 2 , 'i----N-,,E:....W-:-:---1 'CONSTRUCTION - 1 71' 12' MIN. 5 I 8' 49' t2' 14' 12· 17 i • JAMBOREE ROAD STA. 58+ 72.31 TO STA. 61+42.00 (T'fPICAL) N. T.S. 12· • .... E'LY R/W 10· 8' WIDE SIDEWALK • @CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L ~ 64' ~-----J3" . '31\ _ _,,,.u.. 8' 114 3 EXISTING GROUND SURFACE 1 48" CMP/RCP- 6, I ~ T'fP.L ~. ~~ NOTE: ELEVATION • RIP RAP SHALL LINE EXISTING EARTH CHANNEL JAM ' SECTION A RIP RAP ENERG~T-~ISSIPATOR DETAIL@ CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO l---l---l-.;..._------------,1----t ACCURACY. APPROVED ~·l: ,-• PVBt.ic ~s DEPARTMENT • DATE av DESCRtPTIOtl • REVISIONS DEIIKINl!D TB CHECKED KRR DRAWN LHK DATE · 7/95 DETAIL SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHeET 3 OF 8 k: \PROJEClS\177 _0200\STREET\SHTJ.OWG 12/20/95 16:J2. I @ @) @ @ s @ @ NOTE: SIGNING AND STRIPING NOTES: - INSTALL 12" SOLID WHITE LINE. INTERIM 12 11 SOLID WHITE LINE TO BE ~INT. . -: INSl)IU PAVEMENT LEGEND INDICATED TO MATCH CITY Of" NEWPORT BEACH TEMPLATES. INSTALL BROKEN LANE LINE PATTERN PER CALTRANS DETAIL 13. PAINT MEDIAN WITI-1 TWO 4" SOLID DOUBLE YELLOW LINES Willi CENTER. 3" PAINTED BLACK PER CALTRANS DETAIL 29. INSTALL CHANNELIZATION LINE PER CALTRANS DETAIL 38. PAINT 4" BROKEN WHITE LANE LINE PER CALTRANS DETAIL 9. PAINT 4" SOLID DOUBLE YELLOW LINE WITH CENTER 3" PAINTED BLACK PER CALTRANS DETAIL 22. INSTALL LANE LINE EXTENSIONS PER CALTRANS DETAIL 40 (MODIFIED) V.,TH 10-FOOT SPACES BETWEEN DASHES. (THERMOPLASTIC) REMOVE EXISTING STRIPING BY SANDBLASTING AND/OR REMOVE RAISED PAVEMENT MARKERS. \ EXISTING SIGN OF TYPE INOICA TED TO REMAIN IN PLACE. REMOVE AND SALVAGE EXISTING SIGN OF TYPE INDICATED. INSTALL SIGN PANEL(S) INDICATED ON STEEL UNISTRUTPOST. FOR INSTALLATION OF R26(S) SIGN, REUSE SALVAGED EXISTING PANEL ON NEW POST. STRIPING AND INSTALLATION OF RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS STD. PLANS A20A-A20D (JULY 1992), CALTRANS TRAFFIC MANUAL, ANO CITY OF NEWPORT BEACH STANDARDS. ANY EXISTING STRIPING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY SANDBLASTING ANO RAISED PAVEMENT MARKERS REMOVED. All NEW B" ANO 12" LINES AND ALL PAVEMENT LEGENDS SHALL BE • ALKYD THERMOPLASTIC. SANTA BARBARA DRIVE l l 54'- 27' 27' I 19' 1 12•112' ONSITE ROADWAY IMPROVEMENTS BY OTHERS (SEE INTERIM SANTA BARBARA DR. STRIPING DETAIL AT RIGHT) SANTA BARBARA DRIVE _· ..• INTERIM DETECTOR LOOflS · PER SHEET 5 EDGE OF PAVEMENT PER THIS CONTRACT. SEE PLAN BELOW FOR JAMBOREE ROAD STRIPING INTERIM SANTA BARBARA DRIVE STRIPING ,. = 40' L&J C, . ·z z L&J ::J Q. z ~. ::J ~ L&J z ,.., 5 ·Z en f;3 x z· L&J L&J ID z 0 0 ~ 10 0 + + en -z lo en 10 a z ~ z I= a 0 I= 0 vi I= vi I= z 101 < <( ~ z I-I!: en g VI -Ii (I]R26.(S) (I]R26(S) ,) ===/= ===== ==== ==== ====t=====' = ==== ==== ====l=.=="'1' === 50' 1 ;.... 235' - "' N N -.~R26(S) • " - N -'-t - --·-····-·-N - 54+00 56+ in 240 "' -104 I= ~ R1B, R28(S) ON ST. LT. STD. JAMBOREE ROAD ' -I ., ' I . = --• . N --~ = -"' -b ~-N-- ... E R28 ON ST; LT. STD. 14' 112' 12' 12' 12' 14' R18 (ON EXIST, ST. LT. STD.) i I SW21B • ~ R28 ON . / ST. LT. STO. . ..... ~ R2B ON ST. LT._ STD. -io "" - \ R28(S) ON ill ST. LT. STD. JAMBOREE ROAD ~ ONLY 0.l:t:-00 ~ \ W74, R28(S) ON fil ST. LT. STD. -~ ONLY R61-15 DETAIL 30" ·~R61-15, RIB (ON EXIST. ST. LT. STD.) (MOUNT ON EXIST. STREET LT. STD.) SANT A BARBARA DRIVE --c-1T=v~0 ..... F-N-e=w--p-0 -T~B-E~A~c ..... H--------,----------i---r------,----si-GN-,N-G_A_N_o -sTR-1P1-NG_P_LAN_= -----1 THIS PLAN 1$ SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY.1---'--'--------------1--1 THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND 1---'--'------~------1--1 ACCURACY. APPROVED ~d~. /f{,,.r4L. DATI IT • DESClll'TIOII DHICN,D APP1>. KRR TRFFIC ENlNEER REVISIONS CIECICED DAI\WN LHK DATE JAMBOREE ROAD AT SANTA BARBARA DRIVE CITY OF NEWPORT BEACH -s o -5 PUBLIC WORKS DEPARTMENT S>EET 4 DF 8 Tille K: \PROJECTS\177 _0200\STRIPE\SHT4.DWG 12/20/9S 16: 34. i I CONDUCTOR SCHEDULE SANTA BARBARA DRIVE • PHASE-FUNCTION~SEQUENCE DIAGRAM AWG CIRCUIT RED 11 3 3 --3 3 *INTERIM DETECTION IS ONE LOOP 12 3 3 - - 6'3 3 3 3 3 6'4 3 3 -- 05 - -3 3 6'6 3 3 -- 02 P 2 -- 04 P 2 2 -- 6'6 p 2 2 2 2 02 PPB & BPB 1 -- ALL 3 3 6 6 SECTIONS 3 3 12° 3 3 3 3 2 2 2 2 DETAIL 4 4 1 1 . . YELLOW ¢3 AND 9)4 GREEN GREEN ." A,, - IN EACH LANE. . (SEE INTERIM STRIPING DETAIL ON SHEET 4) . .. PROVIDE CONbUCTORS AND OTHER. • EQUIPMENT REQUIRED FOR THE . . INTENDED OPERATION. • #14 03 BPB - - - 04 PPB 1 1 - 06 PPB & BPB 1 1 1 -1 -1 1 2 1 1 2 17'. HIGH MOUNT r---------,~-1 1/2"C, 12PRf19 I.C. 12 #10 LOOP DET. CABLE YPE 8 PPB & BPB COMMON 1 1 1 1 2 2 SPARES J 3 J J 6 6 TOTAL 25 28 13 13 42 42 ISNS 1 1 1 1 2 2 SIGNAL COMMON 1 1 1 1 2 2 LUMINAIRES 2 2 2 2 2 2 TOTAL 3 3 J 4 4 tl1 ---2 2 2 tl2 5 - -5 5 tl3 - - - -5 5 tl4 2 2 - -2 2 tl5 1 --1 1 tl6 - - 1 2 2 5 --------+---,t---+--t--t---+--+---1 ......... _ .... ,-·--------! TOTAL 2 B 1 INTERCONNECT CABLE 1 1 - 4 17 -2 20 J ~ [" ·7!--=-i A, 240' • .!-,,._[ TO V • BCR N L ..... ' .... l '• EVP CABLE 2 4 -4 4 CONDUIT SIZE 3• 2" 2· 2-3" 2-3" · ~ r-·-.. 1·· •• ,.l · t-==~~..........,.,..~~~~==:'t"==I ·--· ~ ["""'"1 ··:.,··-····" . ,J, . ........ L. ALL CONDUIT EXISTING ALL CONDUCTORS TO BE INSTALLED NEW . REUSE EXIST. I.C. AND EVP CABLE ----~--\ ••. ·······- ·\,\ 1°C, JOLC TO BACKBAY DRIVE l"C, JOLC JAMBOREE GENERAL NOTES . 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DA TED 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 SHOYtN OTHER'MSE, AND SHALL HAVE JO" MIN. COVER. 4. NEW PULLBOXES SHALL BE #5 UNLESS SHOYIN OTHERWISE. 5. CONTRACTOR SHALL EXEROSE 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 MANUFAC1URER. NOTES THIS SHEET (D EXISTING MUL TISONICS 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. 0 EXISTING MODIFIED TYPE II SERVICE MTH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE . (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE TO REMAIN .. 12) REMOVE EXISTING SIGN PANELS INDICATED FROM EXISTING SIGNAL· STANDARD AND INSTALL ON NEW • • SIGNAL STANDARD PER CALTRANS STANDARD PLAN NO. RS4.. . . • • . . . • • [I) REMOVE AND SALVAGE EXISTING SIGN .. INSTALL NEW R73-5 SIGN ON SIGNAL MAST ARM PER CALTRANS sm. PLAN NO. ES-6T. • • ! ! I I i : i ; i i ! I I I I ' • I I I I ! l I f ' i i J I f : j I ' I ; I ! f ' ' f t ' . t '! j i ' ' ! i i ; , : I ' . . SANTA ' • i i . j I ' I 19' 1-f 11' I : I u.i----ONSITE ROADWAY IMPROVEMENTS BY OTHERS . VEHICULAR. & PEDESTRiAN . MOVEMENTS PER FUNCTION • E NOT USED. NOT USED 12', . 12' i R96 (BOlH SIDES) • .,>-~ ST. PUUBOX. I N.E.M.A. PHASE DESIGN A TJON . . 1 .5 2 6 3 7 8 4 · FUNCTION TYPE • s DP DP s s DP DP COORDINATE FUNCTION * : + * * * * * 2+5 1+5 f----------'=-l 2+6 I---~ 3 1-------->l 4 I • COORDINA lED FUNCTION PER . PHASE DETERMINED BY • • MASTER COMPUTER ------ . -- • -- • • """t-. . . . . . OJ .· . . . ·,'_ .- ·-·. J(,"W- 1+6 !:=======·,El . -= .t::J..-----·-·-·-i \..::..--::.-. . . ,"" --v -- 1 1/2"C, 1BPRf22 I.C. TO SAN JOAOUlN HILLS RD. (:1:930') 1 1/2"C, JOLC, 1BPRf22 I.C. • ~ESS,~ ~"~® llo. 18492 11 e/YJ/91 / I\. 20 SEQUENCE 'MTH CALLS ON ALL PHASES. 6 INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR #1 1 (1) 1-tl2 1 2 (2) 2-tl2 2 #2 1 3 3-tl2 J 2 4-¢2. 3 1 5-02 2 R 1-05 4 #4 .1 1-01 5 2 2-tl1 6 #5 1 (4) 1-06 0 2 5 2-¢6 8 #6 1 6) 3-tl6 9 2 4-tlS #7 1 (R) 5-tiS 2 (R) 1-04 10 #8 1 (R) 2-04 11 2 (R) 7 1-03 12 #9 1 (R) (8) 2-03 13 2 (R) 3-¢3 1 4-03 #10(N) 2 5-03 14 (N) NEW SENSOR UNIT (R) REASSIGNED EXISTING SENSOR CHANNEL a SENSOR UNITS WILL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE QJ AND SPECIAL PROVISIONS. [II VCS INPUT NUMBER (#) SYSTEM SAMPLING NUMBER FURNISH AND INSTALL ONE (1) EVP DISCRIMINATOR UNIT (03 AND 04) 10 0 20 40 ----3 INCHES ON ORIGINAL DRAWING • POLE SCHEDULE POLE DATA SIGNAL H.P; SOD VAP SIGNAL MOUNTING PED. PUSH BUTTON POLE LOCATION ILLUMINATED SIGN NO. TYPE HEIGHT M.A. VEH. M.A. PED. PHASE POLE QUAD. E B C N MESSAGE (DBL FACE) 1 24-4-70 . 30' 35' • 15' 250 . SV-1-T . MAS SP-I-CS 2 NW 15.5" -2.5' -Jamboree 2 1 [) 10' SP-1-T(E 4/2• NE(E)/NW(E Existin 3 29-5-70(£) ·, 30' • 50'(E) 15' E 250 SP-1-CS Existin Son to Barbaro E 4 f'l'B POST .. · 4 NE 12' 2.5' 1A 10' • TV-2 SP-1-CS SE NE 12' 2.5' 6 19-4-70 30' • 25' 15' 250 SV-1-T .MAS 6 SE 12' 2.5' Jamboree 7 .1A • 10'. TV-1 SP-1-CS SE 12' 2.s· 8 . 29-5-70 30' 55' 15' 250 SV-1-T 3-MAS SP-1-:·CS 6.5' 2.5' San to Barbaro E 9 . 1 E 10· TV-21 SEE SW Existin • SPECIAL PUSH BUTTON WITH BICYCLE SYMBOL, MESSAGE & ARROW . . . NOTE: ALI. EQUIPMENT NEW, EXCEPT THAT NOTED AS EXISTING (E). OR . '(1) -.INSTALL NEW VEHICLE HEADS WITH NEW TV-2 MOUNTING HARDWARE ON EXIST. POL(. • · · . CITY. OF NEWPORT BEACH< TRAFFIC SIGNAL MODIFICATION PLAN: ' . ' -----. -' THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY . ..,_--+---+------------+--t THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO ..,_-+--1-....:....;.,-----~~---+--t ACCURACY. A~PROVE~ 94;111. &--Ir-DATE BY DE9CAIPTION . • • · • DESIGNED • DRAWN APP'O. KRR • • LHK . . • ·. +tr=FFIC ENGINEER .. /-I0•,1. DAT REVISIONS CHECKED DATE JAMBOREE ROAD AT SANTA BARBARA DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET TIUe k:\PRO.:CCTS\177 _0200\SIGNAL \SHT5.0WG 12/21/95 10, 5• ' ~ C20(LT) 0 0 + "' ..,. ~ II) -ff I-- I Qo a::: 0 + ~ <O 0 LO ~ <( 1--w (/) w (/) w z -_J I (_) 1-- c( :i: M ···•••• ~ C20(LT) SANTA BARBARA DRIVE STAGE CONSTRUCTION --~ TO PROVIDE A MINIMUM OF TWO SB THROUGH LANES ON JAMBOREE ROAD AT M.L TIMES • • • • • C • ·······••¥_ .. ________ JAMBOREE • ROAD ! SANT~ II ......•. ..;,1.~~ .-::,:a .,, !• 511+00 RIVE J..C18 I JAMBOREE ROAD LEGEND -· -- ===-==-~=;:::::: • PLASTIC DELINEATOR OR CONE (28" MIN.) ----• -- - ·TRAFFIC CONTROL NOTES: • - ----.-- M+OO --· - ---·· . • 1---LL wow ._.oz 3: + ::i 0~ oo ..J LO :::C w . ~ ____ ! m ~ < WUl ~ w (/) 1. THE USE OF ALL TRAffiC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC. . SHALL BE IN CONFORMANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH)," C30--{ I> > >I ~ ► C13 TYPE II BARRICADE WITH SIGN OF TYPE INDICATED FLASHING ARROW BOARD . • LA TEST EDITION. . . 2. AT ALL APPROACHES TO CONSTRUCTION • AREAS WHERE AN OPEN TRENCH EXISTS ANO/OR 'M-IERE THE TRAffiC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DEUNEATORS MUST BE EQUIPPED 'MTH REFLECTIVE SLEEVES OR LIGHTING DEVICES. TEMPORARY CONSTRUCTION SIGN OF TYPE INDICATED CONSTRUCTION AREA LIMITS OF COLD PLANING AND A.C. OVERLAY • • 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. olC20(LT) JAMB.OREE ROAD ~ CITY OF NEWP RT BEACH THIS PLAN IS SIGNED BY THE CITY. OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. I--+--+--------------+--" THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO I--+--+----'---------+--" ACCURACY. APPROVED. ffe'e,(/JIIJl44e~ • 1-11-,1. DATE ·av Dl!ICRIPTION DESIGNED APP'D. KRR , TRAFFIC ENGINEER · • DATE REVISIONS CHECKl!D DRAWN LHK DATE TRAFFIC CONTROL PLAN: JAMBOREE ROAD AT SANTA BARBARA DRIVE CITY OF NEWPORT BEACH I-S PUBLIC WORKS DEPARTMENT SHEET 6 Of' 8 TIiie • K: \PR0JECTS\177 _0200\STRIPE\SHT6.DWG 12/20/95 I' J ,-- i ' IRRIGATION LEGEND 11 TORO SPRINKLER: 5702 -4P -COM, INSTALL ON TRIPLE SWING ASSEMBLY. PER CITY STANDARD DETAIL (D CAP EXISTING IRRIGATION MAINLINE AT IRRIGATION CONTROL. VALVE #7 (l) EXISTING IRRIGATION REMOTE CONTROL VAL VE #7 TO REMAIN (J) 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 WORK PER CIVIL ENGINEER'S PLAN ~ INSTALL NEW CONTROL WIRES FOR TEN (10) VALVES IN NEW 2" SCH 40 CONDUIT (ID INSTALL NEW PULL BOXES AT GRADE IN NEW MEDIAN ISLAND (!) 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 @ 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 ST AMPED CONCRETE TO MATCH _ EXISTING .. NOTE: HOT WIRE 0 0 T ' lw ,> I o:: ,0 I<( I 0:: I -c:i: ,m ,~ ,.m • I <( 'r-lz ' <( I (/) I I I I 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, NOTE, "1.LPVC,Tl4RE,l,C)ED c.«::>N<Ec. TION!I TO Be COATE>"™ lllaC,l'OR !lEAI. T-f'l..i& mo !l!GTION OR E'121AL NOT m !5c.ALe THESE WIRES ARE HOT ALL THE TIME 24 V. - 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 --PLANTING LEGEND @ -TURF SOD MARATHON II, INSTALL SOD TO LIMIT OF EXISTING TURF ® EXISTING MEDIAN iSLANO 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 --. t JAMBOREE ROAD 0 0 T w > 0:: 0 <( 0:: <( m a::: <( m <( r-z <( (/) • -r::: M+OO JI lJ Lt 0 ..... Lt C" .... C ,. -,t. C -I- ( -- C I- " -,t. C C. c ( L I- ( -... C - -.. .. C --190P'-IJP Hl!AO Ol!T AIL. 1--:,..~~::.__:~-=--.:=-=-.:...:....:.::=-------.J._--'-----------------:---'--------'-----:--------'-----h,....._:---------:-'------------'-----:--'--'-------------------__;_--------tc A IRRIGATION PLAN --PLANTING PLAN. • • ,-: ...J • ,-: (/) VI ffi ~ w~ ~o ~ "' ~~ ---~ C: ~ -l~ ,.... • I • ;::: EXIST. 10' SIDEWALK (F1JT. SIDEWALK WIDENING BY OTHERS) 53+00 ..,: VI 0 z r= (/) x w I M+OO JAMBOREE ROAD I I S5->00 ... iS :::J .,: (/) 0 z r= (/) x w ' ' I' • • - -. ·, .. SANTA BARBARA . DRIVE PROPOSED LUMINAIRE PER TRAFFIC SIGNAL PLAN (SEE SHT. NO. 5) ----<··: ·.:. ... :I: 0 :J t; (,) z r= (/) B .. •. ' . I . ., .. ,: .. . ,'.' . 0 M+OO * PER PLANS FOR STREET LIGHTING AND SIDEWALK RECONSTRUCTION. ON JAMBOREE ROAD STA. 37+07.00 TO STA. 67+63.14 • PREPARED BY MDS CONSULTING, CITY OF NEWPORT BEACH DRAWING NO. R--S. ON-SITE ROADWAY IMPROVEMENTS BY OTHERS NO. 5 PULL BOX PER TRAFFIC SIGNAL PLAN (SEE SHT._ NO. 5) ii') 11) + ~ 12' SIDEWALK CONSTRUCT6D PER THIS CONTRACT STALL PULLROPE ii') 11) + STUB CONDUIT TO STATION 61+92 FOR ruruRE JOIN ruruRE CONDUIT & CONDUCTORS PER CITY or NEWPORT BEACH DWG. NO. R- EXIST. 1 o• SIDEWALK (F1JT. SIDEWALK WIDENING PER DWG. NO. R--S) -s .:·,\:-:;~:\:{\\:~;-·~-}~:-;/)::.t\~~(:\:/-\/:\{ ....... : _/::•:. -~\:'f'.{_~~·~;~:~:-/ . ~ ,.~~-..... ;', : .. :_:~:::\~_ .. ?:2\:'\::-:•· ;~•-:~·---.~ · · I I ,,AXIST. 2· C ( (SEE SHT. NO. 5) . S9+00 IIO+OO ,«' ,:.,,.,-~x:~~-·;:·;:"'~"~ EXIST. EDISON SERVICE POINT .. i • '\__: EXIST. TRAmC SIGNAL ,_: CONTROLLER CABINET VI 0 -~ (/) x w SEE SHEET NO. 5 FOR TRAFFIC SIGNAL DETAILS 81+00 -. --------~--------~ 62400 JAMBOREE ROAD 8J+OO ... e ...J ,-: (/) C) z I= V) 1:5 STREET LIGHT CONSTRUCTION NOTES: 64+00 @ .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 DRAWlNG NO, R--S. • /' ,' ··. [~. ~,, 9/YJ,. • • SANTA BARBARA DRIVE • CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH STREET LIGHTING PLAN: APPROVED THIS SIGNED BY THE CITY OF NEWPORT BEACH F EPT AND AOHER O CITY ST ANOAROS ANO R ENTS ONLY. JAMBOREE ROAD ' THE CITY IS NOT SIBLE FOR O ASSUMPTIONS ANO 11---1'----"------'-----'---1--~ ACCURACY .. AT SANTA BARBARA DRIVE DATE BY DUCA1PTION' DEBIONED DRAWN APP"D. KRR · CC CITY OF NEWPORT BEACH -s 7 o -S MANAGER ,., ...... DATE TRAFFIC ENGINEER DA REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET. 8 Of 8 TIiie K: \PRCU:CTS\177 _0200\STRIP£\SHT8.0WG 12/20/95 16: 38.