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HomeMy WebLinkAboutT_5913_S□ INDICATES AREA SHOv.N ON LOCATION MA.P N t COSTA MESA VICINIT"( MAP 1 0 5 10 .. ---. .,_ --SCALE IN MILES SAN DIEGO FREEWAY JOHN WAYNE AIRPORT NEWPORT BEACH LEGEND. • _ PROJECT -SrTE LOCATION MAP .t...FA ~!lfY 693001 !JE-"SSlRT!.DWG 1Q•Q~ AM 11/15/00 I I I I _,,,,,,. .. I I !WI 11!:GO """"' IRVINE ORANGE COUNTY SANT A ANA, CALIFORNIA PLANS FOR CONSTRUCTION OF TRAFFIC SIGNAL AT MESA DR., ACACIA DR, AND BIRCH ST. .,. AUSTIN-FOUST ASSOC/A TES, INC. TRAFFIC £NCJNC£RJNQ ANO TNANSPOHTATION PlANNlNB TIN. VENUE SANTA ANA, CALIFORNIA 92705-7827 (7 • )/ 67-0496 FAX (714) 667-7952 -~~~~;.{,;i',;;;;;;,.;;-;=o;moi'c-;;--~;;:,--DATE· 1/-/0-CJO COUNTY OF ORANGE PLANNING AND DEVELOPMENT SERVICES This plan is signed by Planning & Development Services for concept and adherence to County Standards and Requirements only. Planning and Development Services is not responsible for design, assumptions ond accuracy. APPROVED·?a--tz;~ PDSD USE PERMIT :fl:PA990142 ENCROACHMENT PERMIT No. ___ 20_0_0_2_12_8~(R_C~) ___ _ County approved plans do not relieve contractor /developer from responsibility to obtain county permit, which shall be available on the job at all times work ls being accomplished in public Right-of Way. COUNTY OF ORANGE PFRD/TRAFFIC ENGINEERING DIVISION This plan is signed by PFRD/TED for concept and adherence to County traffic signal, signing and striping standards and requirements only. PFRD/T.E.D. is not responsible for design, assumptions and cccurocy. '===~-=---DATE: 11 )'.J-o/to CITY OF NEWPORT BEACH This plan is signed by the City of Newport Beach for concept and adherence to city standards and requirements only. The city is not responsible for design assumptions and accuracy. APPROVED· ~ ~.., / SHEET 1. 2. 3. UTILITY INDEX OF SHEETS DESCRIPTION TITLE SHEET TRAFFIC SIGNAL PLAN MESA DR., ACACIA DR. AND BIRCH ST. DETAIL SHEET PHONE CONTACT SO. CAL. EDISON PACIFIC BELL IRVINE RANCH WATER U.S. ALERT (714 )895-0210 (714)666-5718 (949)453-5320 (800)422-4133 (714 )634-3119 (949)631-1731 (714 )338-2056 AL O'HARA RYAN THOMAS AL DYSON SO. CAL. GAS CO. C.M. SAN. DISTRICT COMCAST DEVEi QPER· Steadfast Properties 20320 S. W. Birch Suite 300 Newport Beach, Ca 92660 . NO. DESCRIPTION BLOCK: BOB WORTH ROB HAMERS TIM SCANLON 5450 MODULE: 64 & 54 SHT. APPROVED DATE REVISIONS W.O. NO. DWG. NO. ____ _ SHEET 1 OF 3 • \I ---"' County of Orange PMENT DMSION-1RAFFIC ENGINEERING 1=.,,.,,,....,..,.,=-:;;,I.G;;·;;;: A,Coonty Trallic Engin= THIS PLAN IS SIGNED BY PFIID/T.E. FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFlC SIGNALS, SIGNING ANDSIRIPING STANDARDS AND REQUIREMENTS ONLY. ' j PFRDfr.E. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. 6 \ ""' 1 ""'"".,_ Q; ® #6 -- l,vS ,--'ll ....... NOT LE ....... ....... ....... ·---...i·v pv-..... T LED]'-..... -----; ....... --I CONSTRUCTION NOTES ~-"- 1. m FURNISH AND INST ALL ALL NEW SIGNAL EQUIPMENT AS SHOWN. :\'~ '• FURNISH AND INSTALL NEW MULTISONICS 8 PHASE TYPE 820A-VMS ~~- SYSTEM CONTROLLER ASSEMBLY IN A TYPE P CABINET WITH DETECTION cJr. AS SHOWN, INTEGRAL COORDINATION TELEMETRY IN NEW SIZE 6 ALUMINUM CABINET AND FOUNDATION. FURNISH AND INST ALL NEW TYPE III SERVICE AND FOUNDATION. 2"C 2 DLC INST ALL 12" WHITE CROSSWALKS AS SHOWN. ~ ---INST ALL 8" WHITE CHANNELIZING LINE. (DETAIL 38) --- ---Q1) ---INSTALL 4" DOUBLE YELLOW STRIPE. (DETAIL 21) INSTALL WHITE PAVEMENT MARKINGS AS SHOWN. CONSTRUCT ACCESS'------.___ RAMP PER O.C. STD. , 3 I ---- ---4+81.90 -- '::,.~,;• ~ ' :---_ 4-SECT 3 '-: :---._HEAD '< :----. " :-..._ '~ ' -::::::-'", -:::::- ALL CONFLICTING STRIPING AND SIGNS SHALL BE REMOVED BY SANDBLASTING. 1115, TYPE 4. ' '------.___ • INSTALL 12" WHITE LIMIT LINE. INSTALL SIGNS AS DESIGNATED. INST ALL TYPE I PEDESTRIAN BARRICADE PER STANDARD PLAN ES-7P WITH R96(RT) SIGN. INSTALL 2" CONDUIT WITH 6 PAIR #22 TWISTED, SHIELDED INTER- CONNECT TELEPHONE CABLE FOR TELEPHONE SERVICE CONNECTION. INSTALL TELEPHONE SERVICE BOX ON CONTROLLER CABINET. CONDUIT AND CABLE SHALL ENTER SERV. BOX PRIOR TO ENTERING CONT. CABINET. (DETAIL D) FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE PREEMPT SYSTEM 3M MODEL 722 DETECTORS AND 3M MODEL 138 CABLES TO THE CONTROLLER. SEE SPECIAL PROVISIONS FOR ADDITIONAL SPECIFICATIONS. MOUNT DETECTOR PER DETAIL THIS SHEET. CABINET TO BE WIRED FOR OPTICOM PHASE SELECTOR. REMOVE AND SALVAGE EXIST. COUNTY OWNED ST. LIGHT. REWIRE AND SPLICE TO MAINTAIN EXIST ST. LIGHT CIRCUIT. REMOVE CONFLICTING STRIPING. SPECIAL BOLT --- ------ '---._ MODEL 722 '---...___'. OPTICAL DETECTOR SET SCREWS DRILL 5/8" HOLE IN MAST ARM STRAP /CLAMP ) U-BOLTS 6'-0" FOR 6' SIGN 18" 4'-0" FOR 6' SIGN SIGN MESSAGE 17' MIN. CLEARANCE TO GROUND LEVEL GENERAL NOTES EYP DETECTOR MOUNTING DETAIL TYPE 15 POLE SIGN 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND ST AND ARD SPECIFICATIONS DATED JULY, 1999, THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. UTILITIES SHOWN ON THSE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION . IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. VERIFY SERVICE LOCATION PRIOR TO CONSTRUCTION . 4. THE CONTRACTOR SHALL NOTIFY TRAFFIC OPERATIONS AT (714)567-7866 48 HOURS PRIOR TO START OF CONSTRUCTION. 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 6. THE ENGlNEER SHALL APPROVE THE EXACT LOCATION OF ALL PULLBOXES, CONDUITS, LOOP DETECTORS, CONTROLLER AND POLES IN THE FIELD. 7. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE SPECIFIED. 8. ALL PULLBOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. 9. THE CONTRACTOR MAY PLACE CONDUIT. BY JACKING OR DRILLING. 10. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES AND REFLECTORS AND METAL HOUSINGS AND BACK PLATES, EXCEPT FOR RED INDICATIONS AND ORANGE PED HANDS, WHICH SHALL BE LE.D. (EXCEPT PV HEADS) 11. ALL NEW LOOPS SHALL BE 6' CIRCULAR, WITH g' SPACING IN THE DIRECTION OF TRAVEL, CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. INSTALL LOOPS WITH HOT -MELT RUBBERIZED ASPHALT SEALANT. 12 .. ALL TRAF'FJC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE INSTALLED PRIOR TO TURN ON. 13. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14 .. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WI.THIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION AND DESIGNATION OF POLE. 15. UNGROUNDED SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 16. 5-SECTION SIGNAL HOUSING AND FRAMEWORK SHALL BE DIE-CAST METAL ONLY. (NO ALUMINUM) 17. CONTRACTOR SHALL POT-HOLE POLE LOC ATIONS AND VERIFY FOUNDATION LOCATIONS. AFA Flle: 693.001 MESBIR.DWG 9: 32 AM 11/16/D0 AWG SIZE WIRE OR CABLE TYPE 12 WIRE CONDUCTOR CABLE 11-#14 1-#12 3 WIRE CONDUCTOR CABLE (3-#14, PPB) #10 #6 MOD i38 CABLE TYPE B DETECTOR LEAD-IN-CABLE PERCENT FILL CONDUIT SIZE STD PHASES (1 1115, 1116, OLA, 1112P /1112PPB (2) ¢4,1!14P /1114PPB (3) 1114 /!ll4PPB (4) 1111,1!12P /l'JOLABPB I 5) 1111,!216,1116P 16 ¢4 /1!16PPB 7 ¢4,¢4P /1!16PPB B ¢5,¢6,1116P /¢4PPB,¢6BP8 9 OLB,1!16P /¢3PPB 10 1113P <I> /¢6PPB 11 /1116PPB - 12 1212,¢6:.,,v<N 1115~ /¢0LBBPB 113) ¢2,¢, ~111~,- 14) ¢3,0LB,1113P /!ll3PPB,!212BPB TOTAL LUM IN AIRES TOTAL #10 SIGNAL SERVICE OPTICOM ¢1 DETECTORS ¢2 DETECTORS ¢3 DETECTORS 1114 DETECTORS ¢5 DETECTORS 1116 DETECTORS TOTAL DLC MOUNTING DETAIL CONDUCTOR SCHEDULE & ffi A & A & IA ----2/1 2/1 2/1 -----1/1 1/1 ------1/1 ------- ------- ------- ------- ------- 1/1 1/1 -1 /1 --- 1/1 1/1 -1/1 --- 0/1 0/1 - ---1/0 -2/0 - --1/1 1/1 -· -- 2/2 2/3 1/1 6/4 2/1 3/2 4/3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ------- 1 1 -1 1 1 1 ------- --4 4 --- 2 2 -2 --- -----1 1 ------- ------- 2 . 2 4 6 -1 1 18 25 18 23 21 22 21 3" 3" 2n" 2-3" 2v.;• 3" 3v.;• 10 & & & 2/1 2/1 - 1/1 1/1 - 1/1 1/1 - 1/0 1/0 - -1/0 - -1/1 1/1 -1/1 1/1 -1/1 1/1 1/1 1 /1 - 1/1 1/1 - 0/1 0/1 1/0 1/0 2/0 2/0 1/1 1/1 - 11/7 15/11 3/3 2 4 2 2 4 2 --- 2 2 - -1 1 4 4 - 2 2 - 1 2 1 1 1 - -4 4 8 14 6 23 22 17 2-4" 3-4" 3v.;• & - - - - - - 1/1 1/1 - - - 2/2 2 2 - - 1 - - - - 4 , 5 19 3" INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR 1 1 1-¢1 2 SPARE 2 1 1-¢2 2 2-1!12 1 -1!12 3 2 (2-115 ~) 1 1- 4 2-¢3 2 1 1-1114 5 2 2-1114 1 1-¢5 6 2 1-¢6 1 2-1116 7 2 3-1116 1 4-1116 8 4-1112 2 1• EVP-!ll1&¢6 9 2• EVP-1112&1115 • TO BE FULLY OPERATIONAL AT TIME OF TURN-ON & - - - - - - - 1 /1 0 - - 1-t--+-ECR - - - 1 /1 - - -CF - POLE DATA 3 SIGNAL H.P. SOD. VAP. NO. TYPE HEIGHT M.A. M.A. WATTS CD 24-4-129 @ 1-A @ 15 © 1-A ® 26-4-129 ® 1-A (J) 15 ® 1-A ® 19-4-129 @ 1-A @ 15 @ 1-A @ 24-4-129 Q1) 19-4-1294 1 MOUNT AT 17 ' 2 AS SHOWN ON PLAN 3 WITH GLARE SHIELD 30' 35' 15' 10· -- 30' -15' 1 o· -- 30' 40' 15' 1 o· -- 30' -15' 1 o· -- 30' 25' 15' 7' -- 30' -15' 10· -- 30' 35' 15' 30' 25' 15' 4 POLE TO HAVE LUMINAIRE ARM ROTATED 90" 5 PED PUSH BUTTON WITH BICYCLE SIGN & SPECIAL TIMING CIRCUITRY CONSTRUCT 4" THICK CONCRETE LANDING AROUND CONTROL EQUIPMENT 4' X 18' I \ I I :: \ I I Ii " \ I I I: !/'---" " \ f I ff / / !/ 2-¢4 . 11 I :: " : r ;; I / ii I I \ / / 17+24.70 175 - 175 - 175 - 175 - 175 - 175 - 175 175 Underground Service Alert Call: TOLL FREE 1-800 422-4133 ~ ~ POLE SCHEDULE SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON POLE LOCATION REFLECT ORI ZED ST. VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "8" "E" "c"' NAME SIGN ( dbl. face) ....\/_1-l 1 2 MAS SP-1-CS B 4P w -7' 2.5' Mesa Dr SV-1-T TV-1-T -SP-1 -CS B 2P N 7' -2.5' - SV-1-T --B 2P N -5' 2.5' Mesa Dr SEE DET. TV-1-T -SP-1-CS B 55 N 5' -2.5' - SV-1-T 2 MAS SP-1-CS ----5' 6' Mesa Dr TV-1-T --B 6P s 5' -2.5' - SV-1-T -SP-1-CS B 6P s -5' 2.5' Birch St SEE DET. TV-2-T -SP-1-CS 2 B ~5 1/s 5' -2.5' - SV-1-T 1 MAS SP-2-CS B 3P E -7' 6' Acacia Dr --TP-1 B 6P s 10' -2.5' - ---B 6P s -15' 2.5' - TV-1-T --SP-1-CS B 25 s -12· 2.5' - SV-2-TA •;;,_ MAS ----N/A2 -2.5' Acacia Dr SV-2-TA 1 MAS' SP-1-CS 2 B ~5 ½ N/A2 -2.5' Mesa Dr l ¢1 I ¢2 1113 ' ¢4 ' I !! ! t ! I I I t I ~ OLA I-~ OLA ~ OLB ~ I I I <l----l> I I I I . . >- ¢5 1116 07 08 _) <l----l> <l----l> t--OLB I-~ NOT USED t--NOT 1USED ~ I I I I I ' I I TRAFFIC PHASE DIAGRAM 1-'---IH---+--TRAFFIC SIGNAL EASEMENT 5 PER DOCUMENT PACIFIC TELEPHONE SERVICE POINT HANDHOLE co ... ~ --. --... __ ____ z·c 2 DLC . -. 220· -------co ~ ---:::::::::iiiil! - -..,_ I -"' ~ ----~--·----. ------- ----- 175' 1 1/2 0 1 2 3 inches on original drawr,g ORANGE COUNTY ENVIKHENTAL MANAae.arr A<:EN:;Y 1 - POLE LOCATION DETAIL NO SCALE SCALE: 1 " = 20' TIIO WORKING DA 'I'S BEFORE YOU DIG TRAFFIC SIGNAL PLAN MESA DR, ACACIA DR AND - - - 4 . 5 20 2v.;• ifH-Vflf •• ~USTIN·FOUST ASSOC/A TE~ INC. rw.WN:s /4 Atlo"-<i. h.>¼~ ct,, TRAFFIC e N (JIN EE RI NC ANO TRANSPORT A TIO N Pl ANN INC JA '-.!) 1 /lb ?r,-\«.\e.o_ ~t l"'u«-, TUSTI N A VENUE SANT A ANA, CALIFORNIA 92705-7827 ~wmiaiiirrr-t~IIAl:'i;IICct°~;;:;i:re;-f.:..:..:..:~DiilCiF;;,;;;;;1...,~c..:.:..:7~PREP;;;,;;;;;NED;;;-;,;;;Nl;;;iSl;;-------------i ~]~~~e.;.~~)~6:6~7=:-~0:4:9:6=:-:--==-=-FAX (714) 667-7952 i--~-'-::DC\=--_,..--..,-----1 an.1.= • .:E ---:------=-cc~---""''""""" DAlE- DATE;· //-It -cro t:J08;;;;N0.:;,---t,;e-;.:.e,;~~====:;::::::::::jbac~~~~~-==1c"~=2~0~'============~~~~=====j ST, RCE 20258 EXPIRE 9-30-01 693.001 t BIRCH STREET CIRAYIN W.O. No. DWG. # xx-xxxxx-xx SHEET 2 OF 3 S~a) • • nRAIN LINE FJNlSrE\ GRADE...J ' DETAIL A 4-SECTION SIGNAL 12 11 LENSES ® •. (7) HEAD ©) @ . SIMULTANEOUS DETAIL E 5-SECTION SIGNAL HEAD 12 11 LENSES A -BAND STRAP OR BDL T FRAME \./ORK AT TOP, TD SIGNAL POLE, L.t!l. -NO CAST ALUMINUM TERMINAL BLOCKS ALL□\.IED, &&& DETAIL F INTERCONNECT SPLICE CABINET 16,~,f--3• 2'---,, -h I / v-~~~□CK 1 ~ 1 ; LIN~' 1 _ 63/" '("\ ("\ I .._,,, __,, -;-DRAIN LINE + 22' 17' ~++-<> LOAD 12 1/4 ± l. ir:; r:; r, '~11 ··Fl j ,1',/-!-r--FR-0-NT--l--".--....L • ,,, 1,, .. ~ -I llo e.' ANCHOR BOLTS • r·;·,. • 0u,,,i JV~•-;... 1/2" X 18' 22' • _,, .l • / ~ .? / d : ' <4 REQUIREDl NUMBER OF CONDUITS •. ·.f J 1f .:• } 1 AND SIZE MAY VARY • a:, • 12" <TYPICAU .n 1,,1,.:. ·.d,,I r Y, I •"1f -(••I 11 ' ' 1 ' 1 TELEPHONE GR□UMD [ ....J I \ L ] ROD (1/2" X 8') 'JITH 'J!RE ______,. ~ ---CLAMP □N TOP OF ROD PLAN VIEw SIDE VIEw NOTES· -DETAIL i:- 1, FOUNDATION TO BE 22' X 22'. ANCHOR BOLT PLACEMENT PER CABINET MFG, TEMPLATE·. 2, ENCLOSURE SHALL BE ALUMINUM AND FURNISHED \./ITH A DETACHABLE MOUNTING BASE. 3, ALL FACTORY INSTALLED COMPONENTS SHALL BE U.L LISTED OR PER PUBLISHED N.E.C. STANDARDS. 4, A 3/4' CONSTRUCTION GRADE PLY"1□□D PANEL SHALL BE FASTENED T□ THE REAR \./ALL PANEL SHALL BE 12' X 24' AND .SHALL HAVE A No, MI-25 AND R-84l STANDOFF FASTENED IN THE CENTER OF THE PANEL 5. ENCLOSURE FINISH SHALL CONFORM TO A.S.T.M, B-117. PAINT TO BE APPLIED TO EXTERNAL AND INTERNAL CABINET SURFACE SHALL BE \./HITE ANTI-GRAFFITI CARDINAL'S 6409 G SERIES OR APPROVED EQUAL ANTI-GRAFFITI PAINT SHALL BE APPLIED TO CABINET AT THE TIME OF MANUFACTURE. 6, PROVIDE 1 1/2' CONDUIT FOR FUTURE 115 VAC SERVICE. 7, PROVIDE GROUND BUS INSIDE SPLICE CABINET, DETAIL B INTERSECTIONS RAISED MEDIAN j TYPICAL INTERSECTION (VARIABLE) ! 4' 0.5' 1 W"l"""":::-Oc.;;.5'-1' ,_ VARIES - FEATHER TO EXIDJNG--..... ., •. ,.~ --, FEATHER TO EXISTING --~ ~-~ ~r:;:J~---~ "---- SECTION B -B ~ NOTES -DETAILS B 1. SA\.ICUT AND JOIN EXISTING 2, REMOVE CONCRETE 3, CONSTRUCT 0.85' AC OVER NATIVE SOIL 4, CONSTRUCT TYPE Al-8 CONCRETE CURB PER AP"1A STD, PLAN 120-0, DETAIL G CONTROLLER CABINET \./IRING FAN .DUPLEX OUTLET 10 AMP . CABINET LIGHT . DETECTOR POWER AUTO, FLASH ::::::::._ _ CONF./ST. • STOP TIME PO\.IER . A,C. CONTROLLER BLACK Mfill'I SIGNAL I ' --~ )□~~ • --~6c:-o" "'A.l...!, RI BREAKER -..L ,,,-•• I • OFF\ \./HITE ~A,C-,g~;.,,, V _L===;•~~~L_--,► -- STOP TIME l I -:-~ VOLTAGE ON 1 1/ , ! • ___ _ SURGE-PR□TECTl□N EQUIP, L I ' OOOQCOOI I--b,/ I--!,~=!,_ -==-r __ .,.. _____,V SIGNAL LIGHT - GND. BUS AUXILIARY PANEL AUXILIARY EQUIP. (Pl.'R, ON T,B,) • CONTROLLER P0"1ER AUTOMATIC FLASH • POLICE PANEL . STOP TIME OUT FLASH RELAY FLASH P0"1ER A.C. C□MM□N I MC 60 A, MIN, ~ A,C, + LIGHTS BUS ' . DETAIL C REFLECTORIZED STREET NAME SIGN COMPONENTS I PROVIDE 1/2' NPS COUPLING \./ITH PLUG <BACKSIDE) 0'-3" CLEARANCE I :::--.., [11 TELESCOPING ~=::::::-fl--~.::::-.::::::::-, BRACKETS ---... ---._ t-~ FINE ADJUSTMENT ~ ~A~ NUTS 8. BOLTS I s I G N . ~-I B w u z <l: "' "' w -' u z -::e: b _, ,.._ - I NOTES -DETAIL C A 1'-6" (18"x72' SIGN>, 2'-0' (18'X96' SIGN> B 10'-6" CENTERLINE OF SIGN TO FACE OF POLE DETAIL H RAISED MEDIAN MARKING ,® 3 ' ~ I c=:===:j;i::::'., I 1 NOTES -DETAIL H (D PAINT MEDIAN NOSE \./ITH HIGHLY REFLECTIVE PREMIXED ',/HITE TRAFFIC PAINT \./ITH GLASS BEADS. ® INSTALL FLEXIBLE VERTICAL TYPE K MARKER, R7, RlO OR TYPE N-1 ON TELESPAR POST AS INDICATED ON PLAN, @ INSTALL YELL□I.' REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2' C.C. SPACING (MINIMUM 5 MARKERS), PLACE REFLECTIVE SURF ACE OF MARKERS PERPENDICULAR TO (!_ OF ROAD"1AY. DETAIL D TELEPHONE SERVICE BOX SECURELY ANCHOR 1/2" PLY"1□□D TD BASE OF TELEPHONE BOX. ___ ------I'-.... r'<,c--,1 8" X 10" X 4" ALUMINUM TELEPHONE BOX TYPE NEMA 3R STAMP "TELEPHONE• ON BOX, _......--r 1,...J.,cjcll=!, ;=WJ-U-___ L_ _ _J~ TELEPHONE GROUND R□D 1/2" X 8' GENERAL NOTES L1& II ,= ' r-u ,,.,~ \_l 1" CONDUIT 1 18' / 18' 1 FINISHED GRADE I. ALL \/ORK, NE\/ MATERIALS AND NEV EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA, DEPARTMENT Of TRANSP□RTATlllN, STANDARD PLANS DATED JULY 1999 AND STANDARD SPECIFICATIONS DATED JULY 1999 AND THE SPECIAL PROVISIONS F□R THIS PROJECT. 2, UTILITIES SHD\/N ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNO\JLEDGL THE CONTRACTOR, HO\JEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR T□ D□lNG "10RK THAT HAY DAMAGE SUCH FAC[LIHES DR INTERFERE \/ITH THEIR SERVICE. 3. 48 HOURS PRl□R TD BEGINNING OF c□NSTRUCHON, THE CONTRACTOR SHALL CONT ACT ORANGE COUNTY PUBLIC F ACJLITIES & RESOURCES DEPARTMENT F□R INSPECTION AT 567-7800. 4, THE ENGINEER SHALL APPROVE POLE AND LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATl□N, 5, ALL CONDUITS SHALL BE 2' UNLESS □THER\JlSE NOTED, 6, ALL PULL BOXES SHALL BE #5 UNLESS □THER\/ISE NOTED. 7. ALL SALVAGED EQUIPMENT SHALL BE DELIVERED UNDAMAGED, llY CONTRACTOR, TO THE □RANGE COUNTY YARD AT 1152 EAST FRUIT ST., SANTA ANA, CA. CONTRACTOR SHALL GIVE A 48-HOUR NOTICE TD THE COUNTY PRIOR TD THE DELIVERY DATE. 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE AND ELECTRICAL SERVICE LINES AND INTERCONNECT H□□K-UPS BETIIEEN THE LOCAL CONTROLLER AND THE SYSTEM MASTER. 9. PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL 10, PEDESTRIAN PUSH BUTTONS SHALL BE TYPE B \/ITH INTERNATIONAL SYMBOL PLATE, 11, ~fIT£¥~rJELE INDICATl□NS SHALL BE 12' DIAMETER \/ITH BACKPLATES, GLASS REFLECTORS, AND GLASS LENSES, UNLESS Slill\lN 12, CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER. 13. CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILITIES, (SEE SPECIAL PROVISIDNS>. &,14, DETECTOR LOOPS SHALL BE CIRCULAR 6' DIAMETER l,IITH 9' SPACING IN THE DIRECTION OF TRAVEL UNLESS □THER\JISE NOTED. 15, ALL DETECTOR CABLE HOMERUNS SHALL BE IN THE CR□SSVALK AREA, & 16. ALL DETECTOR L□OPS SHALL HAVE FOUR (4) TURNS, 17, ALL QUADRUPOLE DETECTOR L□□PS SHALL BE T\JO (2-4-2) TURNS, 18, TRAFFIC CONTROLLER CABINET F□UNJJATION SHALL BE l8' ABOVE AND BELO\,/ FINISHED GRADE <SEE DETAIL D), 19, INSTALL ' CABINET D□□R OPEN" CIRCUIT IN CONTROLLER CABINET PER MANUFACTURE'S SPECIFICATIONS, 20. CONCRETE REPLACEMENT TD MATCH EXISTING, . & 3-29-80 ADDED N□T£ 16. &. 4-4-88 llil.£1ED TYPE I I S£RVIC£. ADDED INTERC!IKCT SPLICE CABINET • &. 12-8-88 HIIDIF!ED !NTEl<ClllfECT SPI.ICE CABINET, & 11-18-9 lllDIFIED CINTRII.LER CABINET ij!R!NG, & 6-7-93 HCJDIFIED INTERCONNECT SPLICE CABINET. & 1-1-97 lllll!F!ED IJVERf£AD STREET NAIi: SIGI! In 3-4-97 MODIFIED llET£CTIJR LID' NllT£S. &. 8-31-98 ADDED NOTES IN DETAIL E £ 2/15/00 HIIDIFIED NOT£ 1, . 1W!K DATE DE:SCRIPTI □N REVISIONS DESIGNED . □RANGE COUNTY PUBLIC FACILITIES 8. RESOURCES DEPARTMENT SIGNAL DETAIL SHEET PREPARED UNDER SHEET SUPERVISIDN .....,"'--------~~ 3 DATE SCALE DATE ',/, 0. ND. NOT l1J SCALE OF 3 \ 1 \~ )~ \ \/" •