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Home My WebLink AboutT_5799_Sz I 0 ' r- '\ \(\ I I -i:i::: II w II] ~ :J z (!) ...,, I. a. ~ ~ 0 ffi & ~ O 0 u ~ 5 0 ,: ~ ~ \ g ~ 0 15 tl ui ~ ~ -' C • ffi m z ~ 0 , f:; >,, I u ~ co z 0 I-c.'.) z ~ z ::::, I L,... O> ,. 'O -0 -C 0 "' to II w ..J w:: "' "' -"' N 0 0 0 ' N 0 '' "' 0 -u 0 u z -, ci :3 w ADAMS AVE. ORANGE COAST CllY OF COLLEGE COSTA MESA VICTORIA w ,·1 19TH ~ "' 0 m ~ ST. ST. PAC;, @-INDICATES AREA 'F/c SHOWN ON LOCATION MAP VICINITY MAP REDUCED SCALE SYMBOL LEGEND I: SMHO scoo 10 """..al,""" ~ ----- ---Cr.-·- ----ss----- ----DW----- ----ELC----- ----TEL---- ----CATV---- ----SD----- ----GAS---- MANHOLE CLEANOUT BLOCKWALL TREE ASPHALT PAVEMENT CONCRETE BUILDING EXISTING IMPROVEMENTS PROPERTY LINE EXIST PROPERTY LINE NEW CONSTRUCTION EXISTING CENTERLINE EXIST SEWER LINE EXIST WATER LINE EXIST POWER LINE EXIST TELEPHONE LINE EXIST CABLEVISION LINE EXIST STORM DRAIN EXIST GAS LINE - -.. - -SAWCUT LINE TOP OF SLOPE ~r..---r-TOP OF BERM Underground Service Alert ci "' ~ ~ i'.;: CALL TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BAKER ORANGE CO. FAIRGROUNDS AB AC AP AVE BEG BLVD BOT Cl CIP li. CL CLR CMB CONB CONC CONST CP TEST DR E/E'LY EC EJ ELECT ELEV EXIST FG Fl FS FT GALV GSV GV HP HORIZ HWY INT INV LAT LOL LT MH MIN MAX #' ~~~ $Re;;, 0 $'0<f7 9.~· ,#// CJ/ • UPPER~ D 3 co EWPORT.=...l,J':c;q" s BAY t,» ,;:;; ::c Cc i TY u /SON AV[Si UNI VER~ TY r • ~ CllY OF IRVINE ill? U.C.I. GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, CALTRANS STANDARDS (LATEST EDITION}, STANDARD SPECIAL PROVISIONS, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. BO TA CITY <fl TORAGE ~ YARD & ...J RESER. ~ RD. PUBLIC WORKS DEPARTMENT BISON AVENUE/ BAYSWATER DRIVE INTERSECTION IMPROVEMENTS 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET. 6. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (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 FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. A COPY IS AVAILABLE FOR REVIEW AT THE CITY OF NEWPORT BEACH-PUBLIC WORKS DEPARTMENT. 7. THE CONTRACTOR(S} SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6 ABOVE FROM CAL-OSHA. RD. 8; I PROJECT LOCATION ABBREVIATIONS AGREGATE BASE N/N'LY NORTH/NORTHERLY ASl'HALT CONCRETE NTS NOT TO SCALE ANGLE POINT oc ON CENTER AVENUE OCBM ORANGE COUNTY BcNcHM~RK BEGIN It PLATE BOULEVARD Pl PROPERTY LINE BOTTOM pp POWER POLE CAST IRON PROF PROFILE CAST IN PLACE PROP PROPOSED CENTERLINE PVC POL '!VINYL CHLORIDE CHAIN LINK/CENTERLINE PVMT PAVEMENT CLEAR R RADIUS/RIDGE LINE CRUSHED MISCELLANEOUS BASE RCP REINFORCED CONC PIPE CITY OF NEWPORT BEACH RD ROAD CONCRETE RECT RECTANGULAR CONSTRUCT /CONSTRUCTION RETAIN/RETAINING RET CATHODIC PROTECTION TEST BOX RP RADIUS POINT DRIVE RSV REGULATOR STATION VAULT EAST /EASTERLY RT RIGHT END CURVE RW RECLAIMED WATER EXPANSION JOINT R/W RIGHT-OF-WAY ELECTRIC S/S'LY SOUTH/SOUTHERLY ELEVATION s SLOPE EXISTING SD STORM DRAIN FINISHED GRADE SDMH. STORM DRAIN MANHOLE FLOW LINE SHTS SHEETS FINISHED SURFACE SLPB STREET LIGHT PULL BOX FEET SMH SEWER MANHOLE GALVANIZED ss SANITARY SEWER GAS VAULT ST STREET GAS VALVE STA STATION HIGH POINT/HINGE POINT TB TOP OF BERM HORIZONTAL TCB TRAFFIC CONTROL BOX HIGHWAY TLMH TELEPHONE MANHOLE INTERSECTION TLPB TELEPHONE PULL BOX INVERT TS TRAFFIC SIGNAL LATERAL TSPB TRAFFIC SIGNAL PULL BOX LAYOUT LINE TW TOP OF WALL LEFT TYP TYPICAL MANHOLE VAR VARIES MINIMUM vc VERTICAL CURVE MAXIMUM VERT VERTICAL W/W'LY WEST /WESTERLY WF WIDE FLANGE STEEL BEAM EMERGENCY TELEPHONE NUMBERS AGENCY UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES} COUNTY SANITATION DISTRICTS COMCAST CABLEVISION ORANGE COUNTY WATER DISTRICT NUMBERS 1-800-422-4133 714-634-0251 562-491-2491 611 949-644-3011 714-962-2411 714-542-6222 AFTER 6:00 PM 542-3975 714-378-3251 PAGER 714-291-8143 APPROVED: DATE: fwa,.\L a. 2 CW ' PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: DATE: UTILITIES MANAGER R.C.E. 25553 , ./~ -~-./. ""' // '\ .. /" / •' ,I' '<,,' ~ ~·./' • ~-/_ /r7 <;i ~, -::==-:----~ ·....... '-.,.·_·•-../ _./ cl' <<t, ,· ~ '· ;' ··,.__---·•-"-✓ r UPPER ·~-UNIVERSITY ' ·' NEWl'ORT _) o,,, ·' ,. BAY - it . , I II ~ i CllY 'l' ., /, ~ <>:' OF ~~ ' :::,l / s,:-( <:5 (iJ :D IRVINE U.C. I. ,-, e,'l' ,• ) ~ cd / ., .;:, <Ci r LY , ~ <(! ?,9 <. \ // ;;; :=Ei > &,.· i ~ '>,.:.f-Ii .CJ ; < .. ) BISON s,,,'.> AV[ • / l ~ i J ,. ' 'I (~,,;; ~ i ~ , ~ ,. <:5 i * ' \_ I) ! , i 0' , i ,;:c, 4'/ ro1i i SITE ~'/' ~ .. / / F 'RD ' I Y''--'s,,. ·,. "-' §? Ro. .......... / <:5 & ~vi\\ ·-.. _ ,· '·· ,. -::! ~ ' '· .,,.-\ ' ' SA,v '· ,. '· J ~ 7 // ") '· ,· \ e,'<:' \ \ \ I jl/, ~ "'o 0 -=.1 '?a ,:,· "'--~ '<-,. 1/ I, I \: :;i ~ '1r ' VF COA ::::---.. g yi, I r -4? ::f '-' 1/ rSl ,y ffe I r-, r CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FDR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED /?../ ~7W..,c.1 fflfsftfm1NEER •. , APPROVED~~~"' :.. ,,,,1, TIU C ~GINEER CHECKED DATE ~ O' NPT. $' CENTER s>r~ CITY STORAGE ~ PROJECT LOCATION MAP NOT TO SCALE TETRA TECH Infrastructure Southwest Group 600 CITY PARKWAY WEST, STE. 300 ORANGE, CA 92868 (714) 456-0166 Fox (714) 456-0161 PCA:COC.O 11 owe. 1/14/00 BASIS OF BEARINGS: 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-3311 FOR PUBLIC WORKS. 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 9. ALL CONCRETE SHALL BE 540-C-3250. 10. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 11. SIX SETS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION. NO WORK SHALL BEGIN UNTIL APPROVED SHOP DRAWINGS ARE OBTAINED. CONSTRUCTION NOTES &-~1 PROTECT IN PLACE, ITEM AS INDICATED 2 SAWCUT AND JOIN EXISTING 3 REMOVE, ITEM AS INDICATED ~ CONST TYPE "C" 6" CURB PER CITY OF NEWPORT BEACH STD PLAN N0.183-L ~ CONST MODIFIED TYPE "B" CURB PER DETAIL "A" SHEET N0.3 ON EXISTING CONCRETE BRIDGE SLAB. ~CONST PARABOLIC MEDIAN CURB FLARE/TRANSITION PER PLAN ~,-;::-CONST 6" AC OVER 12" AB @-REMOVE AND RECONSTRUCT BRIDGE EXPANSION JOINT STEEL PLATE COVER, TO MATCH EXISTING. ~ CONST 4" THICK PCC MEDIAN WITH BROOM FINISH TO MATCH EXISTING @-RELOCATE EXIST STREET SIGN ~ CONST MEDIAN LANDSCAPE BY OTHERS @-REMOVE EXISTING 2-3" PVC CROSS DRAIN, INSTALL NEW RECTANGULAR CAST IRON PIPE PER STD-184-L. SHEET INDEX SHEET TITLE 1 TITLE SHEET 2 HORIZONTAL CONTROL 3 GRADING DETAILS 4 CONSTRUCTION DETAILS 5 TRAFFIC SIGNAL IMPROVEMENT PLAN 6 TRAFFIC CONTROL PLAN BENCHMARK: OCBM 3FF-7-77 ELEV: 23.596 ADJ. 1976 THE CENTERLINE BEARING OF CAMELBACK STREET AS MEASURED BETWEEN THE CITY OF NEWPORT BEACH WELL MONUMENTS PER TRACT 6680 IN THE SOUTHEAST PART OF THE JUNCTION OF UNIVERSITY DRIVE AND CALIFORNIA ROAD, 43.0 • FEET EAST FROM THE CENTERLINE OF CALIFORNIA ROAD AND 97.4 FEET SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE; SE AN ALUMINUM CAP ON TOP, NORTHWEST CORNER OF 4.5 BY 7.5 FOOT CONCRETE CATCH BASIN. SAID MONUMENTS AT THE CENTERLINE INTERSECTION OF CAMELBACK STREET AND BISON AVENUE, AND THE BC OF A 1200 FOOT RADIUS CURVE. THE SAID MEASURED BEARING AND DISTANCE IS N00'01 '28"E AND 725.26 FEET. SEAL, D.o.TE BY DESCRIPTION APP'D REVISIONS BISON AVENUE / BAYSWATER DRIVE INTERSECTION l~PROVEMENTS TITLE SHEET CITY OF NEWPORT BEACH f--_,C_S_78_6i'l __ -1 PUBLIC WORKS DEPARTMENT SHEET 1 OF 6 -=APR O 6 2000 GENERAL NOTES 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND ST AND ARD SPECIFICATIONS DATED JULY, 1992, THE CITY OF NEWPORT BEACH DESIGN CRITERIA , STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1994 ED., AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. SEE STREET IMPROVEMENT PLAN FOR UTILITIES. THE CONTRACTOR 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. 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, DETECTOR LOOPS, CONTROLLER AND POLES IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLAN. 6. ALL LOOPS SHALL BE 6'X6' SPACED 10' APART, EXTEND LOOPS 1' INTO X-WALK OR LIMIT LINE UNLESS NOTED OTHERWISE. 7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME PROPERTY OF CONTRACTOR EXCEPT STREET LIGHTS. SALVAGED STREET LIGHTS SHALL BE DELIVERED TO CITY UTILITIES YARD. CALL (949) 644-3011 24 HRS IN ADVANCE. 8. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 10. ALL SIGNAL HEADS SHALL BE MET AL TYPE. 11. PEDESTRIAN INDICATIONS SHALL BE !DC -INDICATOR CONTROLS CORP. P /N 4094, (SEE SPECS). 12. REMOVE ALL CONFLICTING PAVEMENT STRIPING, R.P.M.'S, AND LEGENDS. (REMOVAL OF THERMOPLASTIC PAVEMENT MARKINGS AND STRIPING IS TO BE ACCOMPLISHED BY PAVEMENT GRINDING WITH PAVEMENT RESTORATION.) CONDUCTOR SCHEDULE (_'.) RUN NUMBER ~ CIRCUIT & & & & <( 11)1 3 3 3 6 ¢2 ---3 ¢3 3 3 -3 ¢4 3 3 3 6 ¢5 -3 -6 ¢6 3 3 -3 07 - -3 6 ¢8 -3 -6 ¢2P --2 4 #14 ¢4P 2 2 2 4 ¢6P 2 2 -2 ¢BP -2 -4 ¢2PPB/BPB :;;..----_ :;;..----_ 1/1 Vi ¢4PPB/BPB Vi Y, Y-1/1 ¢6PPB/BPB y_ Y1 -Y, - ¢BPPB/BPB :;;..----_ y_ :;;..----_ 1/1 CONSTRUCTION NOTES 1. 4. 5. 11. @] 2-¢2 FURNISH AND INSTALL ALL NEW SIGNAL EQUIPMENT AS SHOWN. FURNISH AND INSTALL NEW MULTISONICS 820A CONTROLLER AND ALL NECESSARY EQUIPMENT FOR THE INTENDED OPERATION IN A NE~E P CABINET WIRED~HASE AS SHOWN. INCLUDE (2) 3M 722 (2) M 721 DETECTORS, AN (2) 52 PHASE SELECTORS. (D FURNISH AND INSTALL 1 ODIFIED TYPE II SERVICE PER CITY OF NEWPORT BEACH STD-910-L AS SHOWN. FURNISH AND INSTALL 2"C, 3#6, PULLROPE TO EXISTING EDISON HANDHOLE #4327034E (SERVICE POINT) AS SHOWN. THE CONTRACTOR SHALL BE ON EDISON'S CONTRACTOR LIST OR APPROVED BY EDISON BEFORE ENTERING VAULT. EXISTING IRRIGATION AND UTILITIES SHALL BE PROTECTED OR REPLACED WITHIN 24 HOURS OF DISRUPTION. PROPOSED TRAFFIC SIGNAL MAINTENANCE EASEMENT. FURNISH AND INST ALL OP Tl COM EMERGENCY VEHICLE 3M MODEL 722, DETECTORS AND 3M MODEL 138 CABLE FROM DETECTORS TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. INSTALL 12" WHITE CROSSWALKS (THERMOPLASTIC) AS SHOWN. INST ALL 8" WHITE CHANNELIZING LINE. (DETAIL 3B) INSTALL DOUBLE YELLOW PAINTED MEDIAN. (DETAIL 29) 721 INSTALL LANE LINE EXTENSION. (DETAIL 40A MODIFIED, TYPE AY MARKERS WITH 10' SPACING. ALL CONFLICTING STRIPING AND SIGNS SHALL BE REMOVED. FURNISH AND INSTALL NEW VIDEO DETECTION SYSTEM (FOR SINGLE APPROACH) PER SPECIFICATIONS. IMAGE SENSOR (CAMERA) SHALL (cfil,ta=JcN=l"tllele=!~-...'V BE INSTALLED ON LUMJNAIRE MAST ARM ON POLE #3 AS SHOWN. FURNISH AND INSTALL ALL NECESSARY CABLES AND CONDUCTORS TO CONTROLLER CABINET AS SHOWN. ALL CABINET WIRING TO BE COMPLETED BY THE MANUFACTURER. INST ALL TYPE IV LEFT TURN ARROW BISON 10' 1'11 { ) > I_) ¢5 .... (D li1 TYP •••••••• ~••• ',\\-•••-•-••-• ••••••-•-•••• ••-m ••~,_,. ••-"•· ••~<.< >.m<.> •••••••• •••••• ..... . -, «··-·· ~---· ·-·· -··--· ---···· -----· ------··••· ., .. ,, .. ____ .._ ........ -··--·· '" '\\ 1-¢5 RAISED ISLAND • • • PHASE DIAGRAM ¢2 ◄-----► ◄-----► \1l6 ¢3 \1l4 r t l , \ I < I I I ' > -/f I \__ ' I \1l7 \?lB A -./""' (D PROPOSED SIGNAL AINTENANCE EASEMENT INSTALL R73-3 721 6 2 722 .. -·-------•---I ...... ·---...... -·•·----···--· -··· i1l2 .... ·-· ., , NO. CD 0 0 0 ® ® 0 ® ® NOTE: 6-¢6 POLE SCHEDULE POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON BIKE PUSH BUTTON TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN PHASE ARROW PHASE 19-4-70 30' 25' 15' 25D J)sv-1-T 2 MAS ) SP-1-CS 2P -- 1-A 10· ---TV-1-T -SP-1-CS 4P -2 61A-5-129• 35'(10.67m) 65'(19.Bm) 15'(4.57m) 400 SV-1-T 3 MAS SP-1-CS --- PPB POST 4' ------4P -- 1-A 1 o' ---{ G)TV-2-T -SP-1-CS 6P -4 19 4 70 30' 25' 15' 250'-SV-1-T •- J,-2 MAS SP 1 cs 6P - 1-A 10' ---TV-1-T -SP-1-CS BP -6 61A-5-129• 35'(10.67m) 60'(18.2m) 15'(4.57m) 400 SV-1-T 3 MAS SP-1-CS BP -- 1-A 10' ---CT)TV-2-T ) -SP-1-CS 2P -8 • -PER CAL TRANS 1997 STD PLAN NO. ES-6RB e -\1l4 HEAD MOUNTED AT 17 ' ■ -SEE SPECS -ALL SIGNAL INDICATIONS ARE 12" -ALL RED INDICATIONS TO BE CALTRANS APPROVED LIGHT EMITTING DIODES. -ALL PED PUSH BUTTONS TO MEET A.D.A. SIZE REQUIREMENTS (LED'S), EXCEPT P.V. HEADS RES SHALL BE FULL CUT -OFF -ALL NEW !NDICA TIONS S ALL BE 12" LED' AVENUE RAISED ISLAND ' ' ' ' ' ' ' 1-¢6 ,.,.a-'. .-'~ I,:_;; ' ARROW -- - -- - - -+- POLE LOCATION "8" "E" "C" -9' 5' 12' -2.5' -1 o' 11' -12' 2.5' 12' -2.5' 12' 2.5' 13' -2.5' -12' 2.5' 12' -2.5' SENSOR TABLE SENSOR CHANNEL DETECTOR 1 1 1-¢1 2 1-¢5 OVERHEAD REFLECTORIZED STREET NAME SIGN ■ (dbl. face) Bison - Bayswater - - Bison - Bayswater - # OF LOOPS (4) \ ' \ PPB COMMON 1 1 1 2 .3-\1l2 EXIST •• --------·· -----·-· ·--·---••• ••• 1 r 11 I I, 2 1 1-¢2 (1) SPARES 3 3 3 TOTAL 23 33 20 SIGNAL COMMON 1 1 1 #10 LUM IN AIRES 2 2 2 TOTAL 3 3 3 ¢1 --- il2 --6 11)3 --- ¢4 2 2 - DLC (ll5 --1 i;l6 --- ¢7 1 1 - ¢8 --- TOTAL 3 3 7 VIDEO DETECT! ON CABLE 1 1 - OPTICOM CABLE 1 2 - INTERCONNECT CABLE --1 CONDUIT SIZE 3"(E) 3"(E) 2-3"(E) (E) -EXISTING Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKJNG DAYS BEFORE YOU DIG AFA Flle: 446.043 BfSBAY2.DWG 9:41l AM 05/31/02 6 72 2 2 4 - 6 1 2 1 - 1 2 13 1 3 2 3-3" SPECIAL BOLT -co~ -----n--. 6 .. XIST 2Y.i"C, SIC • ADD 3 DLC, INSTALL 12 PR #19 SIC TO CONTROLLER CABINET AT MACARTHUR/BISON MARKED ("BAYSWATER") (780' 't TO 't ) ~MODEL 721 OR 722 OPTICAL DETECTOR ◊ SET SCREWS DRILL & TAP 5/B" HOLE IN MAST ARM STRAP /CLAMP EVP DETECTOR MOUNTING DETAIL ' "'-"''\~ -------''---' '"-,.~ ', ·, CD j-"c" 0 L ' I H--+-ECR ' w 0 0 ~ 0 i+-"_B_" -~~--·_·s~" ~ ------1--0 _L CF POLE LOCATION DETAIL NO SCALE 3"C, SIC • 3 2 2-162 (1) ·--------•··---······ ····-··-·--------·····-···-··· . ' ·· --· ·:; =-=. :..-::..::::. ·-= :::.= ::.:.::.:: ·--···---_ :::.:. .. ~-. --_ :-·. _. -----··· -···-· _, --.: -1 (1) CB a: ILi I-CC • (I) ► cc m INSTALL R73-3 20' 20· 1-i>l8 30' 0 LO (D INSTALL 2"C, 3#6 (SERVICE), PULLROPE FROM METER LOCATION TO EDISON SERVICE POINT. COORDINATION FROM EDISON REQUIRED. 13 EXIST SCE HANDHOLE #4327D34E (SERVICE POINT) REMOVE EXIST PAVEMENT LEGEND SCALE: 1" = 20' PROPOSED SIGNAL MAINTENANCE EASEMENT EXIST 2½"C, SIC TO SR-73 SB RAMPS 620' (i: TO \:_ 3 2 (2) 4 1 1-¢6 2 2-i1l6 5 1 3-¢6 2 4-¢6 6 5-¢2 (2) (2) 7 1-¢4 (2) FUT. 2-164 8 1 5-¢6 2 6-¢6 ■ DETECTOR LO BY ENGINEER IN THE FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL DUAL OUTPUT PER CHANNEL WITH INTEGRAL CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS) CAPABILITY EACH WITH COLORGATED EXTENSION. DETECTORS SHALL NOT EXTEND ON RED. DETECTORS SHALL DELAY ON RED IF SELECTED. ALL DETECTORS SHALL HAVE A SECONDARY PRESENCE OUTPUT WITHOUT "' ,;, O/ q TIMING FOR SYSTEM SAMPLlNG PURPOSES. -✓ 1 u,o -u (#) -SYSTEM SAMPLER NUMBER ri (D ADDED NORTH LEG TO INTERSECTION. • • RS INST ALL EQUIPMENT NECESSARY FOR ..-;'") Ausr1N-Fous r Assoc1A rEs. 1Nc. 1-2--0-2-1---+-A_DD ____ IT----Io'-'--N-'o----F _i>l3...:..• _¢4...:...• -'-&----"'7.;..;..• ---+---1....:.N::..:::~=· ~Ol/l/i,,.i..:ai.,m.is.=u~--hv-._ 1---- 8 -,s-o_N_A_V_E_N_U_E ___ --1 , TRAmc ENG[NEER APPROVED TRAFFIC SIGNAL PLAN TRAFFIC E~C-(NEERING ANO TRANSPORTATION Pl ANNING 1---1---+-------------+----l R.E.ND. 22045 AT BAYSWATER TU$TI AVENUE SANTA ANA, CALIFORNIA 92705-7827 DATE .Ju"c. Co, 2.C>02.. ;{7 • 667-0496 FAX (714) 667-7952 □ESlGNED .. /. DATE: 5 -3/-C>Z DATE BY DESCRIPTION APP'□ RS REVISIONS CHECXED RC DRAWN RS DATE 2-00 CITY OF NEWPORT BEACH T-5799-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 6 / " 1/1 I ,~ §";" XI ,... \t\ . ' ,... • fl Ill .:. ~ ( ffiJ ~1 ~~ C!:) (0 z'-... -., ~~ 0: ~ D a: w m ~ ::J .Z Q "' (f) (..._ ,; z i "' 0 ~ ::J <( 0 .. ui .. 2 ,; .. ~ ~ □ '~ . i z □ ,: g z i ' ... '" ~ 0 ffi u 2 n X " u 0 □ "' 0 ~ ~ g 0 I c.'i z 'l ~ I I I I I I 101 .. .. .. ~ -ro ~ _J ~ -0 _J ~ N 0 0 N 0 500' 50 I I I I I I I I I I I I I I ~ I- /3 -a:: ~ (-.... GENERAL NOTES 1. 2. 3. 4. {fr {fr ~ ~ ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT All TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT -TIME HOURS. 102 0:: w CL " <( 0 I-+. NO 00 -"' <( '-' I-w C/l CD BISON 103 • 104 • 50' TYP , .. LEGEND 8 DELINEATOR T SIGN • •1_ ~ FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL +z+ TEMP. TYPE III BARRICADE ' AND SIGN • <-4 HIGH LEVEL WARNING DEVICE P"77I CONSTRUCTION AREA lLLLI (THIS PHASE) (,I) T;' SCALE: 1" = 40' -o:: ro w + CL "' <( ::: .... 5. 6. 7. 8. {fr 4' THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 6 FEET, WEIGHTED WITH SANDBAGS. 105 • R34-2 • AVENUE 106 • 107 ;& -------.-I C30 . -co " 0 0:: w CL <( I-+. " 0 0 0 -"' <( 0 I-z V) w C3Q "-' --,...,, -..., • ''-,'- ',_ -- a: 11,1 I-C ii U) > C m 25' 25' 10 25' mt 25' SCALE: 1" = 40' ·1•t' ~'~--~=--=-=-· =-·=---=-=:_-~:::~::::~::::::::::::::::::::::::::_::~~=~:~~~~~, C30 1 \' -• \;l ~ 0 u1 -1---,;::. ~ WORK AREA 0 Q) ,q; /ti V) --- (-....~o ---=--.-::===.:c::c::::c:!::~~•~•~~-~-E--:(_~_ j,o - Bl 0 "' 40' TYP •I • -f----11] AFA File: 446.043 BISBAYTC.DWG 8: 23 AM 02/22 00 • C30 C30 ... C30 ~ _-=::;::-~~;:::::0==-=~-----~-,(J' :.t ~- --'r-t-'" ~ _ 115 ,:=~~~=-,,_.-J" ~::==--------=--~=--------====:-·----~----- '\ - ' G -57f:3(,,_ E:, R-575&-s APPROVED !r~ TRAFFIC CONTROL PLAN .,._AUSTIN-FOUST ASSOCIATES, INC.1------+---+---------.j..----l4l"i~~~~:~k~--B-,s-o_N_A_V_E_N_U_E __ --I TRAFFIC £NCIN££1i'INC ANO Tli'ANSPOli'TATION PLANNINC R.E.NO. 220£\S AT BAYSWATER 2020 NOfrTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 l----l--l--------------+--l.;;;DA:;,:T;;E~M~a=iri;==;:L,.~2.ii'io~,:;;!2-~o=D=O=l--------------r--------l TELEP (7J4)/ 67-0496 FAX (714) 667-7952 DESIGNED DRAWN q__ -, ;,_ DATE, 3-2-z= DATE ay □EscR1PTI□N APP'D Rs Rs CITY OF NEWPORT BEACH T-577'r-s ---t----c" E ST, CE 20258 EXPIRE 9-30-01 REVISIONS CHECK~C DATE 2-00 PUBLIC WORKS DEPARTMENT SHEET 6 OF 6