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HomeMy WebLinkAboutT_5989_S1. 2. GENERAL NOTES= ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY CONTRACTOR AND CONFROM TO (1) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2l THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS PROJECT, (3 THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY 2006, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 ED., AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD sPrc[AL PROVISIONS & STANDARD DRAWINGS, 2004 ED. NEC 2006 THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK. THE CONTRACTOR SHALL POTHOLE FOR NEW POLE LOCATIONS AND CONDUIT RUN, AND OBTAIN APPROVAL FOR THE PROPOSED LOCATION FROM THE CITY. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR LOOPS, AND CABINETS IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON PLANS. 6. ALL LOOPS SHALL BE TYPE "E", SPACED 10' APART, AND SHALL EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS NOTED OTHERWISE (i.e., EXISTING) 7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH. 8. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS, AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL TURN ON. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THE ELECTRICAL WORK AND PRIOR TO SIGNAL TURN ON. 10. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES UNLESS OTHERWISE APPROVED. 11. ALL SIGNAL HEADS SHALL BE COMPOSITE, INCLUDING VISORS AND BACKPLATES. VISORS AND BACKPLATES SHALL BE STANDARD BLACK. 12. PEDESTRIAN HEADS SHALL BE COMPOSITE WITH L.E.D. TYPE INTERNATIONAL SYMBOL INDICATIONS. 13. ALL VEHICLE HEADS SHALL BE 12" WITH GELCORE OR DIALIGHT L.E.D. INDICATIONS. 14. ALL PEDESTRIAN BUTTONS SHALL BE ADA COMPLIANT, AND INSTALLED PER STD. ES-7A. 15. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. 16. ALL LOAD SWITCHES TO BE "RENO" A&E MODEL LS-200 FOR CABINET. CONDUCTOR SCHEDULEINI Cl RUN NUMBER 3 CIRCUIT &. &. & & <( 01 3 3 6 - 02 -3 6 - 03 3 6 6 - 1'>4 --6 3 05 -3 6 - ¢6 3 3 6 - 2P --4 - 3P -2 4 2 6P 2 4 4 - #14 2PPB --2 1 3PPB -1 2 - 6PPB 1 2 2 - 2 BICYCLE PPB -1 1 - 6 BICYCLE PPB --1 - PPB COMMON 1 1 3 1 ISNS 2 2 4 - SPARES 3 3 9 3 TOTAL 18 34 72 10 SIGNAL & SIGN COM. 1 1 2 1 #10 LUMINAIRES 2 2 3 2 TOTAL 3 3 5 3 01 DETECTOR --1 - LOOP ¢2 DETECTOR - -4 - DET ¢3 DETECTOR - -1 1 CABLE ¢4 DETECTOR 1 1 1 - 2#12 ¢5 DETECTOR -1 1 - ¢6 DETECTOR -3 3 - TOTAL 1 5 11 1 I.C. CABLE (12 PR. #19)(P) - - -- OPTICOM MODEL 138 CABLE 1 1 2 - CONDUIT SIZE 3" 3" 2-3" 2?" ALL CONDUCTORS SHALL BE NEW EXCEPT I.C. CABLE AFA FHe: 017.079 SUPERIOR-HOAG-SIG.DWG 2:D9 PM 06/25/08 & 3 - - 3 - 3 2 - - 1 - - - 1 1 2 3 19 1 2 3 1 4 - - - - 5 - - 2" CONSTRUCTION NOTES 1. FURNISH ANO INSTALL NEW SIGNAL EQUIPMENT AS SHOWN. 0 © 0 FURNISH AND INSTALL 28 NEW 6'X 6' TYPE E LOOPS AS SHOWN. CENTER LOOPS IN THE TRAVEL LANES SPACED AT 1 O' APART AND 1' INTO THE CROSSWALK OR LIMIT LINE. FURNISH AND INSTALL NEW ECONOLITE ASC 3-2100 TS2-2 CONTROLLER AND ALL NECESSARY EQUIPMENT FOR THE INTENDED OPERATION IN A NEW P44 ECONLITE CABINET WIRED FOR 8 PHASE AS SHOWN. INCLUDE (2) 3M 722 DETIECTORS, LOAD SWITCHES AND (2) 3M 752 PHASE SELECTORS. OPTICOM PHASE SELECTORS SHALL BE MOUNTED IN DETECTOR RACK. FURNISH AND INSTALL MODIFIED 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 #XXXXXXXXE (SERVICE POINT) AS SHOWN. THE CONTRACTOR SHAl,I,. BE ON EDISON'S CONTRACTOR LIST OR APPROVED BY EDISON BEFORE ENTERING VAULT. INSTALL "DIMENSIONS" BATTERY BACK UP SYSTEM (BATTIER/ES INSTALLED) IN A SEPERATE CABINET ATTACHED TO TIHE CONTROLLER CABINET AS DESCRIBED IN SPECIAL PROVISIONS. INSTALL 2" C FROM EXISTING PULL BOX TO CONTROLLER. CUT EXISTING I.C. CABLE (6PR#19) USING SLACK EXTIENO IN CONDUIT TO NEW CONTROLLER. IF INSUFFICIENT SLACK INSTALL NEW I.C. CABLE. INSTALL R96 SIGN. ( 4EA) INSTALL R34 SIGN. FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 722 DETECTORS AND 3M MODEL 138 CABLE FROM DETECTORS TO THE CONTROLLER. DETIECTOR MOUNTING PER DETAIL ON THIS SHEET. BARE COPPER GROUND PER PER CNB STD.-204-L. @ ALL CABINET WIRING TO BE COMPLETED BY THE MANUFACTURER. 11. EXISTING IRRIGATION AND UTILITIES SHALL BE PROTECTED OR REPLACED WITHIN 24 HOURS OF DISRUPTION. PROPOSED TRAFFIC SIGNAL MAINTENANCE EASEMENT. REMOVE AND SALVAGE EXISTING STREET LIGHT. DELIVER TO UTILITIES DEPT. 949 W. 16th ST. (949) 718-3406. POLE SCHEDULE POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. G) 26-4-100 30' 40' 15' 250 SV-2-TA 2-MAS @ 17-3-100 30' 20' 12·• 250 SV-1-T(N) MAS-4C @ 26-4-100 30' 40' 15' 250 TV-1-T 2-MAS © 15TS 30' -12' 250 TV-1-T - ® 19-3-100 30' 30' 15'* 250 SV-2-TA MAS-4C ® PPB POST 4' - ---- * LUM/NAIR MAST ARM SHALL BE 90 DEGREES TO THE SIGNAL MAST ARM ** GELCORE LED ILLUMINATED STREET NAME SIGNS e PEDEDESTRIAN PUSH BUTTON WITH BICYCLE SIGN PER CITY STD. 914-L *** TWO SIDED SIGN NORTIHBOUND ARROW RIGHT SOUTHBOUND ARROW LEFT **** TWO SIDED SIGN NORTHBOUND ARROW LEFT SOUTHBOUND ARROW RIGHT NOTICE TO THE CONTRACTOR: LICENSE REQUIREMENTS: THE PRIME CONTRACTOR FOR THIS PROJECT SHALL HAVE A VALID CLASS "_A_" CALIFORNIA CONTRACTORS LICENSE PRIOR TO CONTRACT AWARD. PEDESTRIAN SP-1-CS SP-2-CS SP-1-CS SP-1-CS SP-1-CS - G) 17'0C 2"C, 4 DLC, 3#16 2"C, 2 DLC 2"C, 2 □LC 7 ---r-~c::_r _ __:::,_r t----T---T---T--+-a:, 2-¢2 6 EX. 2"C, 6 PR #19 TO PLACENTIA AVE DETAIL C 12" ® 12" 0 12" 12" GA 0 CB N4 o·oo" ~ J! ¢6 EVP -------- 2"C, 2 DLC . _c;L__=-_ __u=~ SUPERIOR A VENUE ® EX. 2"C, 12 PR #1 © IMPROVEMENTS PER SEPARATE PLAN Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG JOE E FOUST No,_2=0=25=8-, .fc Exp. 9-30-09 * J); CIVIL *~ "le 'to~ '~ OF t"-\.\ ' STA 53+78.92 ' ' ' ' 54+ o, u _, ;:' w 0 ' T--- C h ---c 1-¢6 .-=PE=-R -\ -\✓ ~v~- LIIN. SEE ----\ h EXTENSIO 6 2"C, 2-6 PR /#9 r • -----------~ ~ t----£ 2 PR #19 TO INDUSTRIAL WAY WI i. 2·t J PR #19 Tb IN□usi!R1AL WAY ' ' "' " ' '' 1-¢3' 2-¢3 _,i_;. _1 -36111 I " ' HOAG 4 3 SIDEWALK IMPROVEMENTS PER SEPARATE PLAN '--" r PHASE 1 r--+ _J PHASE 5 .&, 1!} PHASE 2 PHASE 3 ' 9i • PHASE 6 PHASE 7 PHASE DIAGRAM W.4fjpAUSTIN-FOUST ASSOCIATE~ INC. TRAFFIC ENGi ££RING ANO UE, SUITE 300 67-0496 TRANSPORTATION PL ANNING SANTA ANA, CALIFORNIA 92701-3161 FAX (714) 667-7952 -~~~bri;;;;=--===--===-=------=----=-=--□ATE: if-:Z5-v'3 RCE 20258 EXPIRE 9-30-09 DATE BY BARRIER ll - PHASE 4 - PHASE 8 DESCRIPTION REVISIONS PED. PUSH BUTTON POLE LOCATION PHASE ARROWS "A" "B" 6 -5' 3' 6 13' 5' 3 3 4' 3' 2 13' 3' 2/20 3' 3' 6 0 -9' 2.5' ILLUMINATED SIGN ** MESSAGE *** Hoa~- -oag Superior * .-noag *** Hoag--.. - Superior - ◊ "-._ MODEL 722 ~ OPTICAL DETECTOR SET SCREWS DRILL & TAP 5/8" HOLE IN MAST ARM '--STRAP/CLAMP EVP DETECTOR MOUNTING !DIET AIL ' <( 1-+~1 +-ECR ~ 0 \ ;~ ~ ~ "A" -"A" in 0 ----1--0 __i_ CF POLE LOCATION DETAIL NO SCALE &.. SENSOR TABLE SENSOR CHANNEL DETECTOR 1 1-02 ( 1) 1 ( 1) 2 2-02 1 1-06 (1) 2 ( 1) 2 2-06 1 3-¢2 (4) 3 (2) 2 4-02il> 1 3-¢6 (4) 4 (-) 2 SPARE 1 1-040 (2) 5 (-) 2 SPARE 1 1-¢3 (2) 6 (2) 2 2-¢3 1 1-¢1 (4) 7 (4) 2 1-¢5 * SENSOR WITH ADJUSTABLE CALL HOLD FEATURE ( ) = LOOPS PER SENSOR • = DELAY APPROVED TRAFFIC SIGNAL PLAN R.E.NO.----'="--SUPERIOR AVE. AT HOAG PARKING DATE 7-7-t!Jl:, DESIGNED APP'D J,A. CHECKED R.S. DRAWN J.A. DATE 6 08 CITY OF NEWPORT BEACH T -59 89-s PUBLIC WORKS DEPARTMENT SHEET 5 OF 6 GENERAL NOTES 1. TRAFFIC STRIPES, PAVEMENT LEGENDS, AND RAISED PAVEMENT MARKERS PER CALIFORNIA MUTCD (LA TEST EDITION) 2. ALL CONFLICTING LINES, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WET SANDBLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. 3. PAVEMENT DAMAGED DUE TO REMOVING RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 4. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO FINAL INSTALLATION. MINIMUM OF ONE WEEK NOTICE REQUIRED BY THE CITY TRAFFIC ENGINEER FOR APPROVAL OF STRIPING. 5. ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT CROSSWALKS OR LIMIT LINES SHALL END 10 FEET FROM THE EXTENSION OF THE INSTERSECTION CURB LINE. FOR APPROVAL OF STRIPING. 6. LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OF CURB AS APPROPRIATE. 7. ALL STRIPING SHALL BE THERMOPLASTIC. SUPERIOR AVE. ------- "' 0 N 4 8 + 0 0 '° ---......______ ----~-7 N N N 50' AFA Fite: 017.079 SUPERIOR-STP.DWG 9:56 AM 06/03/08 8 CA 1 0 Ct'. <( z <( 0 ~-1 TYPE K 5 R 0 N 49+09,92 SUPERIOR AVENUE = 1 o+oo DANA ROAD 5 "' N N 0 N PROPOSED R/W 0 N "' ...... ---- N R28 S Cf:J_ R 3 0 N IMPROVEMENTS PER~-~, SEPARATE PLAN 6';-•, TYP. 10 12 11 ', LEAR FROM '•,,,._, \~~f;Jjf;~::;R::ICAL PANEL '•· ••... ·TYP R R6-1 •••• TYPE'-+< 16' 10 10' 0 lJ1 (.'.) <( 0 I t--+---{ 5 2 "' N CONSTRUCTION NOTES 0 INST ALL 4" SKIP WHITE LANE LINE. (DETAIL 9) 0 INST ALL 4" SOLID WHITE LINE 50' LONG 0 INST ALL 12" DOUBLE YELLOW CENTERLINE (DETAIL 21) 0 INSTALL PAVEMENT LEGENDS AS SHOWN. 0 R INST ALL 8" SOLID WHITE LANE LINE PER DETAIL 38 INST ALL 12" YELLOW CENTERLINE (DETAIL 22) INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. PAINT RED CURB. INSTALL TWO-WAY LEFT TURN. (DETAIL 32) INST ALL 4" WHITE PARKING STALL MARKINGS. INST ALL 4" BLUE DIAGONALS AT 3' ON CENTER. INSTALL "AMBULANCE PARKING ONLY" PAVEMENT MARKINGS. INSTALL 6' CONG. WHEEL STOP. REMOVE. WET SANDBLAST PAINT TO BE REMOVED. INST ALL SIGN PER DESIGNATION. PER 2006 CA MUTCD (LA TEST EDITION) 130' 8 4 ... a, + <O lJ1 <( r- CJ) z 0 -r--CJl z <( 0:: r- z -" w (l'.l --...:.... 95' ----------- 4 5 4 r R 0 0.,-✓,,. /')' )- Q 0-"' ,« '%s°0.s, % /' 9 APPROVEO of 'l'>,,.,,1,-,,:<': <Sf'½, N N <; q; a, lJ1 + co lJ1 <( r- CJl N N R4-7 TYPE K z oco -z >--~ ~>--CJl CJl z-<(X 0::W >--z o_ Zo w--, SIGNING AND STRIPING PLAN .11v:_4USTIN·FOUST ASSOC/A TE~ INC. TRAFFIC £NGINEEHINC ANO TRANSPORTATION PLANNING l--l.-_j_ _________ -1..._..J:~::::'.'i:'o?~CIT~~~T~t:;:;;.7:i:o~~~:4~=i~~~~~:suPERIOR AVE. AT HOAG PARKIN DATE BY DESCRIPTION REVISIONS DATE 7-7-0i] APP'□ DE:SIGNED ;i:A. • CHECKED R.S. DRAWN J.A. DATE 2/08 CITY OF NEWPORT BEACH T -59 89-s PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 i CJ) -~ ,. z I -z J • -~ ~ ,. -.... I -z g:,. ~ 10 ~ ' I • !I .... s w '--I l ~