Loading...
HomeMy WebLinkAboutT_5893_S0: w rn ~ :::J z t:i::I z ~ a: 0 a LI: ro ~ :::J z (9 z ~ 0:: 0 j:: . Cf) -> I I I LC'.tS IJ,,ICEl..ES CelNTY CJ INOICAltS AA.EA S>iOWN ON l~TION l.lAP SAN JOAQUIN HILLS ROAD I SAN BERMJJ:JIHO ;;I H SAN JJAN CAPl91RANO SAN 0IECO COUNTY VICINITY MAP ,. I SCALE N hll.ES PACIFIC PINES DRIVE VISTA RIDGE ROAD --r1 z PELICAN HILL ROAD I rTl ~ 0 ;o -j PACIFIC COAST HIGHWAY LOCATION MAP .SCALE: l~=/600' OCEAN RIDGE DRIVE PROJECT LOCATION BLOCK 133 BLOCK 132 BLOCK 132 BLOCK 131 ORANGE _COUNTY . ENVIRONMENTAL MANAGEMENT AGENCY SANTA ANA, CALIFORNIA MICHAEL M. RUANE, DIRECTOR PLANS FOR CONSTRUCTION OF TRAFFIC SIGNAL AND STREET IMPROVEMENTS AT PACIFIC PINES DRIVE / VISTA RIDGE ROAD AND NEWPORT COAST DRIVE MARCH 1993 FUNDED BY: ASSESSMENT DISTRICT NO. 88-1 SUBMITTED: APPROVED: EMA -TRANSPORTATION I.G. OCHOA ~eLJIL DIRECTOR OF TRANSPORTATION KEN R. SMITH DATE PLANS PREPARED BY: UNDER 11;,ffe 1ERVISI . STEVEN J HUFF R.C.E. NO. 42292 EXP. 3-31-96 INDEX OF SHEETS SHEET 1 DESCRIPTION TITLE SHEET 2 3 4 5 IMPROVEMENTS-VISTA RIDGE ROAD SIGNING/STRIPING PLAN TRAFFIC SIGNAL PLAN DETAIL SHEET UTILITY PHONE NO. SO. CALIF. EDISON CHRIS CARTWRIGHT (714) 859-0246 PACIFIC BELL TELEPHONE BILL LOWING (714) 259-4476 SO. CALIF. GAS CO. ROBERT WARTH (714) 634-3106 IRVINE RANCH WATER DIST. ANTS UGIA . (714) 476-7500 COMMUNITY CABLEVISION DAVID BELVILLE (714) 721-6226 UNDERGROUND SERVICE ALERT 1-(800) 422-4133 BENCH MARK: ELEV. 200.173 1976 l'JJJ ABOUT 0.2 OF A MILE NORTHEAST ALONG THE BONITA CANYON ROAD; FROM THE IN1ERSEC110N OF COY01E CANYON ROAD: 1 B6 FEET SOUTH~ST OF 1HE CENTER OF A BELL SYS1EM llELEPHONE COMPANY MANHOLE COVER, 75 FEET SOUIBEAST OF THE CEN1ERUNE OF BONITA CANYON ROAD, 5 FEET NORTHEAST OF A PO= POLE NUMBER 1816420E, IN THE TOP OF A CONCRE1E FDST, 0,2 OF A FOOT ABOVE THE GROUND ANO ABOUT LEVEL 111TH THE CEN1ER OF BONITA CANYON ROAD, 'MTNESSED BY A S1EEL FOST, 1 FOOT NORTHEAST, NO. DESCRIPTION BASIS OF BEARING: STATE OF CALIFORNIA "LAMBERT COORDINATE SYSTEM ZONE nt' SHT. APPROVED REVISIONS W.O. NO. _TD~~43-5-0_ DWG. NO. [SHEET 1 OF r-ss,, ... .s DATE 5 ] , ' t ' ' z 0:: w I)] 2 ::J z (!) z ~ a: 0 C u IL 2 ::J z (.9 z ~ a: 0 ~ Cf) -> ~ " 0 ~ " "' 0 • • ffi ~ ,, " z , " ~ 0 • " ~ ' m g I 0 " " 0 § CL ,T 0 ~ ~ 0 " 9 0 I z 'l 0. R.w 60' 10' 40' 1 o' I 5' 20' 20' 5' I 18.5' 18,5' I I /r'\ 1.7% _1/4"/ft. I 1/4Lft. 1.7% ;;,-.. ----· ------·--__ ,¾·====-------- ----'i;z--r.-:--~=::... - - - - ~, - -...:.:~.:. - -..... :<C : -~-· ---•• -:i---- - - 9 9 VISTA RIDGE ROAD SCALE: 1"=10' CURB, SIDEWALK, AND @ AC/AB IMPROVEMENTS BY OTHERS PACIFIC PIA/ES DRIVE AIEWPORT COAST DRIVE / T AIEWPORT COAST DRIVE ., ._ . ._L.~--~,. 5 8 4 '' SAWCUT AND JOIN (TYP.) NOTES: 5' SECTION N. T.S. VARIES DIMENSION SHOWN ON PLANS 1. REMOVE EXIST. A.C. TO FULL DEPTI-l. RECOMPACT EXIST. A.B. (MIN. R.C. = 95%) A-A EXISTING r-A.C. SURFACE / EXISTING A.C. SECTION 2. 3. REPAVE Wlll-l A.C. DEPTH 0.1' GREATER THAN EXIST. ® A.C. N.T.S. RECONSTRUCTION DETAIL 4 1 "'"'"' '"""''~--~~"-""'- u 8 VISTA RllJGc 8 ROAD 0 ® 0 © ® ® 0 ® ® CONSTRUCTION NOTES CONST. 0.15' A. C. CAP. CONST. 4" P.C.C. SIDEWALK RETURN PER O.C.E.M.A. STD. PLAN 1111. CONST. P.C.C. ACCESS RAMP TYPE "A" PER A.P.W.A. STD. PLAN 102-0. ADJUST MANHOLE TO FINISHED GRADE. ADJUST DOMESTIC WATER VALVE TO FINISHED GRADE. ADJUST RECLAIMED WATER VALVE TO FINISHED GRADE. ' COLD MILL A.C. PAVEMENT (0.15' MAX.). REMOVE A.C. CHECK BERM. PROTECT IN PLACE. @) PROVIDE BIKE,LANE CLOSURE IN ACCORDANCE WITH CALTRANS STD. PLAN T-11 AND AS DIRECTED BY THE ENGINEER. @ RECONST. A.C. PER DETAIL HEREON. ~ COLD MILL (0.15' MAX.) ~ A.C.RECONSTRUCTION 5 3 2 8 1 6 --.. ~·'' -•• • :·, ',:>'= - 11 :..,.,,•, , ,-.Nv~•- ,~~•C~;,~ . .', ..,,. ,,.,~• _,,,... 0 20 40 ECR-END S.W. & A.C, CAP CONST. SIDEWALK BY OTHERS 80 SCALE 1 "=40' Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 197.39 • 14725 ALTON PARKWAY, lRVINE, CALIFORNIA. 92718 714) 4-72-3505 3 5 1 1 /2 0 g\----'E""X'"ISacTc,_, ..,C,,,,,L=, _ FENCE & GATE EXIST. GUARD SHACK '' BCR-END S.W. CONST. 1 2 ----3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL, MANAGEMENT AGENCY STREET IMPROVEMENT PLAN VISTA RIDGE. ROAD AT NEWPORT COAST DRIVE 29390\29390ST1 L.....~---=--'"' UJ a: a: w OJ ~ :::::J z CJ z ~ a: 0 z :<( i--,;: Cl) -> r-----.,,; i, ii' I,, ;;; ~ § 1' EE DJ ~ :::::J z C.:J z ~ a: 0 < ., " i: I I SIGNING / STRIPING GENERAL NOTES:. A. SIGNING AND STRIPING SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD PLANS AND SPECIFICATIONS (DATED JAN. 1988), THESE PLANS, AND THE SPECIAL PROVISIONS. SEE CALTRANS STD. PLANS A-20 (A-C) & A-24 (A-D) FOR STRIPING DETAILS, INCLUDING INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. B. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCILING WITHIN THE PERIMETER OF CONSTRUCTION PROJECT W1LL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE ORANGE COUNTY EMA. C. ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL HAVE TWO COATS. D. EXACT LOCATION OF STRIPING AND STOP LIMIT LINE SHALL BE APPROVED BY ORANGE COUNTY EMA PRIOR TO STRIPING. E. PAVEMENT MARKINGS STENCIL DIMENSIONS SHALL MATCH ORANGE COUNTY EMA. F. G. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE UNLESS NOTED OTHERWISE. SIGNS SHALL BE INSTALLED PER ORANGE COUNTY EMA STANDARD PLANS. CROSSWALKS SHALL BE 10' W1DE BETWEEN STRIPES. Al£WP0,!yT [] DETAIL 39 COAST @ RB '-[Ij DETAIL 9 7w r,;\ "BIKE LANE" 161 ARROW ' <.:''lo .. --f-------· ------------------co --- N ---- i<) - ¼ , i<) -N ----co '•• " . ". , .. [J DETAIL 9 [J DETAIL 39 ® SP~CIAL SIGN "'A" @:~b (LT. ARROW) ® SPECIAL SIGN "A" (RT. ARROW) R ¼ [°g DETAIL 38 [Ij DETAIL 39A [Ij TYPE IV rn R10 (RT) L':J TYPE' K SIGNING / STRIPING CONSTRUCTION NOTES: [£j TYPE IV @ 12" WHITE CD ® 0 © ® ® 0 ® SEE GENERAL NOTES THIS SHEET. PAINT TRAFFIC STRIPING, LEGENDS, OR ARROW AS SHOWN, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER STRIPING DETAILS. INSTALL SIGN(S) AND POST. WHERE POSSIBLE INSTALL SIGN(S) ON STREET LIGHT POLES. SANDBLAST EXISTING STRIPING, LEGEND, OR ARROW AS NOTED. REMOVE RAISED PAVEMENT MARKERS. SANDBLAST EXISTING CONFLICTING STRIPING, LEGENDS, OR ARROWS W1THIN INTERSECTION DEFINED BY NEW CROSSWALKS AND LIMIT LINES. SEE TRAFFIC SIGNAL PLAN FOR ADDITIONAL SIGNING. RELOCATE EXISTING SIGN TO NEW LOCATION SHOWN. REMOVE AND SALVAGE EXISTING SIGN AND POST. @ 12" WHITE @ R28S (-) @ DETAIL 22 R "' N STA. 1 o+oo.oo VISTA RIDGE STA. 124+50.22 NEWPORT COAST @ 12" WHITE @ R1 @ R28S (-) {3) TYPE IV {3) DETAIL 38 @ DETAIL 22 VISTA {3) TYPE IV __ ..,,_ ____ J{v TRAFFIC SIGNAL EASEMENT " ,r---_REMOVE ll,STOP 11 REMOVE 1211 \VI-IITE. AIEWPORT COAST DRIVE .. 150' ir, - @ R28S (-) ~ (TYP.) • ,RANS, PACI.FIC PIA/ES DRIVE -I STA. 124+50.22 NEWPORT COAST STA. 10+ .00 VISTA RIDGE 1c7 R10 (RT) L::J TYPE K a 20-40 eo SCALE 1 "=40 I [Ij TYPE IV [Ij TYPE IV [I] TYPE IV D,ly/V£ [Ij DETAIL 39A [Ij DETAIL 39A ®SPECIAL SIGN "A" (RT ARROW) '- [] 'DETAIL 38 [Ij DETAIL 9 " ® W5l W80 VISTA Rl,OGE ROAD /y/CX5£ [Ij DETAIL 9 ri:'l"BIKE LANE" L':J ARROW [Ij DETAIL 39 [] R81 ~ (TYP.) CONSTRUCTION VEHICLES ONLY SPECIAL SIGN "A" @ DETAIL 22 [£j R10 (RT) @ R28S (-) 175' TRANS. 0 N ------+--- @ s,,s (-)/ --==:....--- @ W3 (RT) Rob_ert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS &: SURVEYORS P.O. BOX 19739 • 14725 AL TON PARKWAY, IRVINE, CALJfORNIA 92718 (714) 472-3505 DATE: 7.-/7-'f3 HILBERT 'MLLIAM DICKSON R.C.E. 19417 co -----~-------------+ ·---~--------+ 0) ® SP(ECIAL SIGN) "A" LT ARROW @ 12" WHITE FFf=F-1 D 20 -40 SCALE 1 "=40' CHAIN LINK FENCE & GA TE [Ij WITH CONTROLLED ACCESS DURING WORKING HOURS 80 C2 & @TYPE N-2 ON GATE -- ~-- W53 & @SPECIAL SIGN "A" (NO ARROW) ~ (TYP.) @ "STOP" @ R1 @ SPECIAL SIGN "A" ( I) 1 1/2 0 1 2 ----3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC SIGNING & STRIPING PlAN NEWPORT COAST DRIVE AT PACIFIC PINES DR./~STA RIDGE RD. i a " FM~AR:;,;K-'-=-□A:.:.:TE:....L_.::.:oE:::;SC::..:Rl"-PTI'-"o"-N ---l~~~~~?aMN8P #'1tJ111.,a...Q,,.., SHEET REVISIONS %3 c l-----=--='--'--'-==-=-----1----,.----,.--,,,.....---j ~ FD=ES::::IG:..::NED=--G""A.:..:T_,-------1. SCALE DATE DWG. NO. 5 g ORA\\N DPB CHECKED HWD S SHO 1-93 7-5893·5 cc UJ Ill '.2 ::J z (9 z ~ cc 0 0: w rn '.2 :J z (!) z ~ cc 0 .J ,....:..-!::_::-' u. w cc z ~ Cl) -> ~ONlXICTOR SCHElX/Ll:. AWG CIRCUIT ,lj\ A A It}, IMPORTANT NOTICE SECTION 4216~4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIF!CATION NUMBER BE ISSUED BEFORE A 'PERMIT TO E:XCAVATE' WILL. BE VAUO FOR YOUR DIG ALERT ID NUMBER CALL. UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG, PACIFIC PIA/£$ DRIV£ ~ (l)/ -3 tlJe 3 3 --- (1)4 3 3 (l)5 3 3 (l)6 . . . . . tlJa . . tlJeP e e tlJ4P . e (l)6,0 . . #14 (l)8P e e tlJe PPB I I " (1)4 PPB -I (l)6 PPB . - a>a PPB I I . . . . . . . . . . . . PPB COMMON I I SPARES 3 3 TOTAL /9 e5 -6 -3 -- 3 6 3 6 . 3 . - 3 6 . e . 4 e e e 4 . I . I I e I e -. -. . . . . I e 3 6 /9 56 v ,/ , 's V V '-.. l() UNDERGROUND STRUCTURES AU. UNDERGROUND U'!1U11ES OR SlRUCTURES REPORTED BY nlE OYINER CR 01i1ERS AND THOS£ SHO~ ~ 11£ RECOODS EXAMINED ARE INDICATED wm-1 THEIR APPROXIMA1E LOCATION ANO EXTENT, lHE O~ER BY .-.CCEPTING lHESE PLANS OR PROCEEDING Wl11-l ll.iPRO\£UENTS PURSUANT TI-IERETO AGREES m ASSUI.IE UMIUTY ANO 10 Ha.D UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM lHE D1S'!ENCE CR UHDERGRCVJND UTILITIES OR Sl'R\JCTURES NOT REPOR"IED TO THE UNDERSIGNED: NOT INDICATED ON lHE PUBLIC RECOROS ruMIHED: THE CONmACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 11£ UllUllES OR SlRUCTlJRES SHO'MII AND ANY OTI-IER UTILITIES OR SlRUCRJRES FOUND AT 11-lE SITE. IT SHALL BE lHE CONTRACTOR'S RESPONSIBILITY TO NOTIFY illE O\lrNERS Of' THE UTILITIES OR S'TRUCTURES CONCERNED BEFORE STARTING WORK. - Q EXIST 2"C ,a' PULLROPE TO LJsPLICE CABINET@ PELICAN I/ILLS RD (N) (APPROX 3,390' ~ TO ~) EXIST e"C. /#STALL e #/0 (LTG)' e #/e (//SNS) EXIST e"C. /#STALL 2 #6 (SIG) 3 AIEWPORT COAST,_;:__ - 5 #le //SNS e e SIGNAL COMMON I I e I . e V EXIST e·c. 111sTALL_/I 1 1 , I· 6 PR #22 IC #IQ L(/M/NAIRES e e e . TOTAL 3 3 3 e -----l (l)/ . . I I tlJe . 5 . 5 Dz..r. . . . . . □ •, 400' TO /-(/Jc I---Vlv L/114/T LINE l--s )-_---s Loop (1)4 . . . e ---' Cable. (l)5 . I . I w (l)6 . . 5 5 c #l6 . . . . . (l)B e e . e TOTAL e a 6 /6 3 #eO W/GRD EVP CA.8L.E I e I 4 COA/DUIT SIZE<EX/ST) 3· 3· 3· ~-3 COAISTRt/CTIOAI A/OT£$.· FOR G.EAIERAL A/OTES SEE SIIEET _§_. /A/STALL COUAITY FURAIISIIED M(ILTISOAI/CS 820A, VMS 8 Pl/ASE SYSTEM COAITROLLER ASSEM8LY COMPLETE WIT/I DETECTION AS SI/OW#, INTEGRAL COORDIAIATIOA/ TELEMETRY, AAID MISCELLA#EOCIS AU)(/LIARY EQCI/PMEAIT /# A TYPE "P" CA8/AIET. /#STALL TYPE .ZZZ-SERVICE WIT/I TIIE FOLLOWING CIRCUIT 8REAKERS: 50A l·P (METERED S/GAIAL), 30A I-P ((IA/METERED L/GIITIAIG), AAID /5A /-P (METERED ILLUMINATED $/GAi). (SEE SPECIAL PROV/S/OAIS AAID DETAIL "G", SIIEET _§_. s I I s IA/STALL A/EMA EVP CA8LE FROM COAITROLLER CA8/#ET TO END Or MASTARM. (COIL 25' Or CA8LE /Al COAITROLLER CA8/AIET) REMOVE E)(/ST/AIG PULL80)( AAID /A/STALL /AITERCO#AIECT SPLICE CABINET PER DETAIL ·r, SIIEET _§_. #0 COA/Dt/CTORS E)(CEPT IAITERCOA/AIECT CABLES SI/ALL ENTER OR PASS TII-ROUGII SPLICE CA.8/#ET. REMOVE AND SALVAGE ,ay SCE. PROVIDE AAID /#STALL -R-34 $/GAi. PROVIDE AAID /#STALL lcPR #cc IAITERCOAIAIECT CA8LE. ~----~S I I c 9 I L . A LO w --- /5' '-... . C9AISTRUCT P.C.C. TYPE "P" COAITROLLER rOU#DATIOAI /8" A80VE SIDEWALK GRADE, WIT/I A#CIIOR 80LTS AAID MISC. IIARDWARE. . 10' eO' Robert Bein, William Frost & Associates J 4 r----L I 1/l "' 15' ' eO' . 0 l() w ,' ' /0' PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P,0, BOX 19739 • 14725 ALTON PARKWAY. IRVINE, CALIFORNIA 92718 (714) 472-3505 VISTA RIDG£ ROAD HILBERT 'MLLIAM DICKSON R.C.E. 19417 TRAFFIC SIGNAL MAINTENANCE EASEMENT PER M.M. 615/1· 14 0 ~ 4-(/)6 s s----- PHASE -Ft/NCT/ON -SEC)t/ENCE DIAGRAM V6N/CL6 Ii" Pt!:De.STR/AN MOVEMENTS PER r,;/NCTI0N _) f -----f I ff t ♦ t ._M---''E~M.~'A_P._'N~A_S~'E~De __ S_A~ts~Al:~'A~T.~i<~'O~N-'-+ __ 5 __ +-__ l __ l--_ __:e=--l----'6=--l-----'4--l----'=B::.._--I FVA/CT/OA/ TYP.: S ·s oP oP SP SP FFffi 0 / w 10 20 40 SCALE 1 "= 20' ... ..... .. . . . s 8 EXIST e"C /#STALL 3-.DLC E s -DRIV£ -+--=--+--=---1---=---1---=---1 C00RD/NAT6D FVNCT/0N • • _ _,_ __ • __ L_ __ •c__L_ __ • __ L_ __ •::__--1 • Clanzrmi'nrz.d tJy Maata.r , Compunz.r Duri'ng • Coord.lnalYz.d Oprz.ra,,.,an I ;,.5 I S£Q{l£,f/C£ WITH CALLS ON ALL PHASES EXIST e"C, PULLROPE TO SPLICE CABINET @ SAN ✓OAQUIN HILLS RD (APPROX e,e/6' 'l TO 'l) :::r ------------l TV ------------1 V w ' 350' TO l,1 Q1~6 ---L""/""114,;=1/'-;'T~L....;lc.,:N:;c,E~-IJI ,,t---t -,,,, ' s - w _____ __,, ' l() II SENSOR SCHEDt/Le SENSOR (/N/T CHANNEL DETECTOR I I I /-(/)5 e e /-(/)e (S-1) 3 e I e4Je cs-eJ 4 e 3-(/)c (S-3) I 4.//Je 3 e 5-<lJe 5 I /-(/)/ 4 6 e /-(/)6 (S-4) 7 5 I e-(/)6 (S-6) a e 3-(1)6 (S-6 ) I 4-(1)6 6 e 5-(/)6 9 I /4)4 7 10 e e-(1)4 II I /-(/)8 a le e e4Ja ¢2'f-+----------I EVP I 9 R w e EVPe I EVP3 10 e EVP4 Ill DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY ENGINEER IN FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL 'M'JH INTEGRAL COLOR GA TED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" SHALL BE TIMED, OUTPUT "B" SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING AND COUNT OUTPUT ONLY. DETECTORS SHALL NOT EXTEND ON RED. ALL DETECTORS SHALL HAVE COUNTING CAPABILITY. (S-#) = SYSTEM SAMPLE NUMBER VCS CHANNEL NUMBER UTILIZE DELAY CAPABILITY SCN£Dt/L£ POLE DATA OrO(/N.OAT/0# SIGNAL H.P.S.V. L(/M S/6/IAL MOVNTING PED Pt/SH at/TTON -i----~-----t----------1 #o TYPE HEIGHT MA MA WATTS VEH MA PE.O PHASE POLE WAD-=-t-'--TY'--~-'E=---+--S_IZ_E_--li'-'.00=--=-=ij,:._:8-=-=L:..:e::.._cF._:___:'A:...:C=e=--=-t 30' * /a' *le' eOO ~~:;:~ MAS SP.I-CS 6 SOVTH S e'-6" X r-o· N1Z.wport Coast I ''i7-3-70 -1-----1------t------'------I c IA /0' • • • Tl/-1-T -SP.I-CS a WEST C e'O" ,.)( av· 31 29-6-70 30' * 55'♦ */5' e50 SV-1-T 3-MAS SP.I-CS a WEST S a·o· X av· Vlsla Ridge. 4) IA 10' --• Tl/·l·T • SP.I-CS e NORTH C e'O",.)( av· -1-----1------t----------l 5) 1/7-3-70 30' * 18' *le' eOO SV·l·T MAS SP.I-CS c NORTII S e'-6" X 7'-0" NIZ.wport Coast -+----1-------1--....:... __ _:___:.:_c.:_-1 @ I A /0' -• • Tl/-1-T • SP.I-CS 4 EAST C eV" ,.)( av· 7) l:9-6-70 30' * 55'♦ */5' e50 SV·I-T 3-MAS SP.I-CS 4 EAST S a·o· X av· Pac/Fie Pine.a 1..:.e.:.1..i.._l_A_i..,....;.10.;..· _ ..... __ • _.1.,_·...., __ ._.._rv,...-1_-r ..... _-_.s;;P-...;.l-c=s .... ...;6_ .... ...;;s.o_ll._r._H,;,,._..1.. __ c;,.._.1...c:_v_· x_a_·o_· .... _______ ,.1 II POTIIOLE FO(/NDATIONS PRIOR TO INSTALLING POLES. EXACT LOCATION BY OCEMA ENGINEER IN FIELD. ♦-r .DISTAi.iCE= IB'//e' C = C/.D,/1. S = SQUARE • COUNTY rURNISIIED 0 CONTR.4CTOR Sll.4LL rURNISH .4LL .4NCIIOR L30LT 1 1 /2 0 1 2 3 inches on original drawing MARK DAlE DESCRIPTION REVISIONS ENVIRONMENTAL MANAGEMENT AGENCY ORANGE COUNTY TRAFFIC SIGNAL PLAN NEWPORT COAST DRIVE AT PACIFIC PINES DR./~STA RIDGE RD. PREPARED UNDER 1, SUPER~SION OF SHEET x 5 0:: w [[] 2 ::J z (!J z ~ a: 0 ffi Ill 2 ::J z (!) z ~ a: 0 ~ C/J > 4 z IT Ir c; ., " ui z ~ ~ C "' Vi " 0 ~ • ffi -~ " 2 ~ t: D z ~ ~ 0 ffi ~ ~ ~ ~ rr R 0 u u ~ f:' 0 _, 0 ~ ~ a: / . ' . • . ~ . , . .. . 0 ~ . . . DETAIL A 4-SECTION SIGNAL HEAD " LENSES LENSES ® co © @ @ DETAIL F INTERCONNECT SPLICE CABINET ·- 37 • • co ~ " ' ~· ·~·-o-~'-j PADLOCK HASP l---1 s"-----1 l l---1 s"-----1 NUMBER OF CONDUITS AND SIZE MAY VARY TYPICAL 1. FOUNDATION TO BE 18" BY 18". BOLT CIRCLE PER MFG. TEMPLATE. 2. ENCLOSURE SHALL BE FURNISHED WllH A DETACHABLE MOUNTING BASE. 3. ALL FACTORY INSTALLED COMPONENTS SHALL BE U.L LISTED OR PER PUBLISHED N.E.C. STANDARDS. 4. A~• CONSTRUCTION GRADE PLYWOOD PANEL SHALL BE FASTENED TO 11-IE REAR WALL PANEL SHALL BE 12" X 24" ANO SHALL HAVE A No. Ml-25 ANO R-841 STANDOFF FASTENED IN lHE CENTER OF lHE PANEL. 5. ENCLOSURE FINISH SHALL CONFORM TO A.S. T.M. 8-117. COLOR SHALL BE PORCELAIN v.HITE. 6. PROVIDE 1~• CONDUIT FOR FUWRE 115 VAC SERVICE. DETAIL B INTERSECTIONS RAISED MEDIAN 9 _ _. I I I I I I ' I J I \>fl% --.,,..,.,,, f..E_AJti(R_ JO _Ej!.$11.tJ(, _ I -.5' , ·., VARIES..:..::-~ ~ t:~-@)___.--2.i:-~ 0 ..ff;.f\.TI-JfB_ D_i:;~S.Tif:i..G.._ CD F."''-'""=------"..__Ll~ CD co 0 SECTION B-B © CONSTRUCTION NOTES -DETAIL B Ci) SAWCUT ANO JOIN EXISTING @ CONSTRUCT SIDEWALK ACCESS RAMP @ REMOVE CONCRETE @ CONSTRUCT 0.85' AC OVER NATIVE SOIL @ CONSTRUCT TYPE Ct-8 CONCRETE CURB PER APWA STD. 104-0 DETAIL G CONTROLLER CABINET WIRING _¼amp ,---------'-"'-.>--------Fen +-----------------Duplex Outlet 15 amp -------------------Cabinet Light 10 amp ,......."'--' _____________ Detector Power ,-------Stop Time Power ~--A.C.-Controller r---------------7 .. ~B_=:LK~·~..._i!;;..:_rlc"'icil-!-~S;:tl !.!.'.na;;_l _.,_..j.1.!IA!.<!.ut~o Cont. S! ~ I AUXILIARY PANEL oi,trchr Powo~ j WHT. AC-Breaker Lfl.gs.!]_ ---'W---t.__ Aux. Equipment (Pwr. on T.B.) • Voltage Surge Protection E ui . ••••••• Gnd. Bus. Signal Light A.C. Common I••••·· ·I Bus r- 1 I I I I Auto Flash :..,.,,---POLICE PANEL I L_ ----____________ ..J Stop Time Out '------------Flash Relay '----i----..._..---------Flash Power ,--....::!=;:;:-;--------A.C.+Lights MC 60A L~::rr---' Min. DETAIL C STREET NAME SIGN COMPONENTS 2" X ¾" HANGER w (.) z -0: s ..J (.) z ::; A PHOTOCELL 0'-3" CLEARANCE SJT CABLE AND ELBOW flTTlNG SHOWING DRIP LOOP B • 0 I ,._ SECTION C-C CONDULET ON BACKSIDE ~ r:- NOTES -DETAIL C A 1 '-6" MINIMUM B 1 O' -6" CENTERLINE OF SIGN TO FACE OF POLE DETAIL H RAISED MEDIAN MARKING NOTES-DETAIL H (D PAINT MEDIAN NOSE WHITE TRAFFIC PAI CD REFLECTIVE PREMIXED BEADS. @ INSTALL FLEXIB VERTICAL TYPE K ARKER, R7, R10 OR TYPE N-1 N TELESPAR POST AS DICATED ON PLAN. @ INSTALL LOW REFLECTIVE PAVEMENT KERS ON TOP SU ,6.CE OF MEDIAN CURB NOSE AT C.C. SPACING (MINIM 5 MARKERS). PLACE REFLECTIVE FACE OF MAR RS PARALLEL TO I,_ OF ROADWAY. DETAIL D TELEPHONE SERVICE BOX SECURELY ANCHOR½" PLYWOOD TO BASE OF TELEPHONE BOX. 8"X 1o"x 4" TELEPHONE BOX ---~ TYPE NEMA 3R I I I I I I J I ======/ TELEPHONE GROUND ~ ROD ½"X 8' GENERAL NOTES: IA --1---POWER COMPANY SERVICE PANEL 1. ALL WORK, MATERIALS ANO EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JANUARY 1988 AND lHE SPECIAL PROVISIONS FOR THIS PROJECT. 2. UTILITIES SHOWN ON lHESE PLANS ARE CORRECT ANO ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOVvlEDGE. lHE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN lHE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK lHAT MAY DAMAGE SUCH FACILITIES OR INTERFERE Will-I lHEIR SERVICE. 3. 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, lHE CONTRACTOR SHALL CONTACT ORANGE COUNTY E.M.A. FOR INSPECTION AT 567-7800. 4. lHE ENGINEER (OCEMA) SHALL APPROVE POLE ANO LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. 5. NEW CONDUIT SHALL BE 2" UNLESS OlHERWISE NOTED. 6. NEW PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. 7. ALL SALVAGED EQUIPMENT SHALL BE DELIVERED BY CONTRACTOR TO ORANGE COUNTY YARD AT 1152 EAST FRUIT ST, SANTA ANA, CA. CONTRACTOR SHALL GIVE A 48-HOUR NOTICE TO THE COUNTY PRIOR TO THE DELIVERY DATE. 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE AND ELECTRICAL SERVICE LINES ANO INTERCONNECT HOOK-UPS BETWEEN lHE LOCAL CONTROLLER ANO lHE SYSTEM MASTER. 9. PEDESTRIAN INOICA TIONS SHALL BE INTERNATIONAL SYMBOL. 10. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B WllH INTERNATIONAL SYMBOL PLATE. 11. ALL VEHICLE INDICATIONS SHALL BE 12" DIAMETER WITH BACKPLATES, GLASS REFLECTORS, ANO GLASS LENSES, UNLESS SHOWN 011-IERWISE. 12. CONTRACTOR SHALL P01HOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER {OCEMA). 13. CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILITIES. (SEE SPECIAL PROVISIONS). 14. INDUCTIVE LOOPS SHALL BE 6' X 6' WllH 9' SPACING IN 11-IE DIRECTION OF TRAVEL UNLESS 01HERWISE NOTED. 15. ALL DETECTOR CABLE HOMERUNS SHALL BE IN lHE CROSSWALK AREA. 16. ALL 6'x 6' LOOPS SHALL HAVE FOUR(4) WRNS. 17. ALL TYPE "C" LOOPS SHALL BE 2 WRNS (2-4-2). 1 1 /2 0 1 2 3 inches on original drawing / J-29-Ba ADDED NOTE 16. /:,.. 4-~aa DELETED l'fl'E II SER'<1CE. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ~ ADDED INTERCONNECT SPLICE CABINET. & I2-B-88 MODlflOED INTERCONNECT SPLICE CABINET. 8 11-18-91 MDDlflEO CON1ROl1.ER CABINET V.,RING. MARK DATE DESCRIPTION REVISIONS DESIGNED GAT CRAWN DPB CHECKED HWD DETAIL SHEET NEWPORT COAST DRIVE AT PACIFlC PINES DR./~STA RIDGE RD. PREPARED UNDER f, SHEET SUPER'<1SION OF __ % SCALE DATE DWG. NO. S SHO 1-93 TD 4350 5 r5B,3-$