Loading...
HomeMy WebLinkAboutT_5813_SA ADD REFLECTIVE YELLOW BACKPLATE1/24 BL A CONDUCTOR TABLE I I 1 2 5 5 - - - 8 M2 -- -3 3 3 3 /i57 -- - -3 3 3 ¢5 3 3 3 3 3 3 6 ¢6 -3 3 - - - 3 lll8 3 3 3 -3 3 6 ¢2 PED ---2 2 2 4 ¢7 PED -2 2 --2 4 # ¢6 PED 2 2 2 -- - 2 0'8 PED 2 2 2 2 2 2 4 14 ¢2 PPB - -- - 1 1 1 ¢7 PPB -1 1 ---2 ¢6 PPB 1 1 1 - - - 1 e!S PPB 1 1 1 1 1 1 2 ¢2 BPS --- ---1 ¢7 BPS -1 1 ---1 ¢6 BPS 1 1 1 - --1 OIS BPS -- --1 1 1 PPB/BPS COMMON 1 1 1 1 1 1 . 2 SPARES 3 3 3 3 3 3 6 TOTALS 19 29 29 15 23 25 61 lll1 DE"IECTOR - --2 2 2 2 02 DE1ECTOR ---- - - 2 DLC ¢7 DE"IECTOR -3 3 ---3 I DETECTOR SCHEDULE ~NIT !CHANN LOOP DETECTORS I SENSOR I 1 1 1-/1!2 1 1 2 2-¢2 (2) 2 2 1 3-i,,2 (3 3 2 4-¢2 3 1 5-¢2 2 1-J05 © 4 1 1-¢6 4 @ 2 2-i,,6 5 ® 5 1 3-J 6 6 (7) 2 4-1 6 6 1 5-; 6 2 1-~1 \8) 7 1 1-¢7 ® 2 1 ·)(J4 ~(} 8 1 2-/i54 2 3-)114 9 1 1-¢3 \11} 2 2-J03 10 1 1-¢B "" 2 2-JOB 1 1 1 EVP 1 ¢1 +6 2 EVP 2 ¢2+5 12 1 EVP 3 I 3+8 2 EVP 4 I 4+7 RECORD DRAWINGS These Record DraV\/ings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Nev,,rport Beach is not responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated into these plans as a result Big Canyon 1,. 12' 16' 16' 2#16 ¢5 DETECTOR - -1 - --1 (#) ~ SYSTEM SAMPLER NUMBER (l) = VCS INPUT NUMBER 0°6 DETECTOR 5 5 5 015 DETECTOR --- TOTAL CABLES 5 8 9 # LUM IN AIRE 2 2 2 - - -3 2 5 2 2 -5 3 3 5 16 2 4 SENSOR UNITS ARE RACK MOUN1ED ½1TH MULTIPLE OUTPUTS REPLACE INSTALL 3' C. SIGNAL COMMON 1 1 1 1 1 1 2 10 TOTAL 3 3 3 3 3 3 " 6 REPLACE PB 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . 12. 13. * i lN"!ERCONNECT CABLE I I I EVP CABLE 1 1 2 2 , 1 1 2 1 4 I CONDUIT SIZE I 2"(E) I 3" 3" 1 2"(El 1 3• REPLACE ALL CONDUCTORS AND DLC'S EXCEPT INTERCONNECT CABLE .. * EXIST. INTERCONNECT CABLE TO BE PROTECTED IN PLACE AND REUSED. r--------1.n.l-_?, _______ _ T=--c-~ ----l EXIST. 6PR #19 I.C. GENERAL NOTES 240' TO B.C.R. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. SEE STREET IMPROVEMENT PLANS FOR UTIUTIES. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE l'.lTH THEIR SERVICE. 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 l'.lTH THE VARIOUS UTILITY COMPANIES INVOLVED. ·~ THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES AND CONDUITS IN THE FIELD. ALL PULLBOXES SHALL BE No. 5 UNLESS OTHER\\lSE NOTED ON THE PLAN. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT STREET LIGHTS. SALVAGED STREET LIGHTS SHALL BE DELIVERED TO THE CITY UTILITIES YARD. CALL (949) 644-3011 24 HOURS IN ADVANCE. ALL TRAFFIC SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL TURN ON. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 4B HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. WORK SHALL BE PERFORMED ACCORDING TO CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAl'.lNGS, 1994 EDITION. ALL SIGNAL HEADS TO BE METAL TYPE. PEDESTRIAN INDICATIONS SHALL BE TYPE "C". DETECTOR RACK AND CABINET l'.lRING TO BE MODIFIED BY THE MANUFACTURER TO PROVIDE THE INTENDED OPERATION. ALL LOOPS ARE EXISTING. PROTECT IN PLACE AND REUSE. OJ ~ ~ [±] [fil @] Ill CD TYPE 17 4 ________________ ,l:J:j, ....... I I I I I I I I I I I I I I ----------- 7 ROUND OFF NOSE l'.lTH 5' RADIUS INSTALL R34 I I EXIST. 1 1/2" C/1.C. ¢11 I ---l---+-+--+-61---- CONSTRUCTION NOTES EXIST. 8-PHASE MUL TISONICS 820A CONTROLLER ASSEMBLY IN A TYPE "p" CABINET. INSTALL NEW DETECTION AS SHOWN 'MTH VEHICLE COUNTING SYSTEM, BICYCLE TIMING AND MISC. AUX. EQUIPMENT. EXIST TYPE Ill SERVICE ½1TH 50 AMP. SIGNAL, 30 AMP. UNMETERED LIGHTING, AND 15 AMP. SPARE BREAKERS. INSTALL 3M EVP 722 DETECTOR ON SIGNAL MAST ARM. USE PELCO ASTRO MINI-BRAC ½1TH REDUCER BUSHING 1.5" TO 0.75". IRCI POLE AND HARDWARE. REMOVE FOUNDATION . IRcl TYPE 15 POLE AND HARDWARE. REUSE FOUND ATION UNLESS SHOWN OTHERl'.lSE. ¢7 -pv __ _ --------- I REPLACE ACCESS RAMPS l'.lTH A.D.A. APPROVED RAMPS. SEE SPECIFICATIONS FOR DE TAILS. REMOVE EXIST. MEDIAN CURB AND SUFACE. CONSTRUCT CURB IN KIND AND PLACE FULL DEPTH AC PAVEMENT. Santa Rosa INSTALL DETAIL 40 MODIFIED 'MTH 10' SPACES. ----.TWO WORKING DA'IS BEF~ YOU DIO CITY OF NEWPORT BEACH Tl/IS PLAN IS SIGl>/ED BY TH£ CITY OF 1>1£WPORT B£ACH FOR CONC£PT Al>ID ADH£R£/IC£ TO CITY AND STAT£ STANDARDS AND R£QUIR£M£MTS ONLY. TH£ CITY IS NOT R£SPDNSIBL£ FOR D£SIGI>/ ASSUMPTIONS Al>/0 ACCURACY. () , ( APPROVED ~AAJt~~II--, 5 (4 (o D PUBLIC WORKS DEPT. r 0ATE APPROVED _~~~==-------==-unLmEs DEPT. DATE POLE SCHEDULE STANDARD LUMINAIRE 1.1.S.N.S. PED PUSH BTN BIKE PUSH BTN POLE LDC. REMARKS No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND PHASE ARROW PHASE ARROW A B 30' 50' 15' 200 W Big Conyon MAS MAS SV-1-T P-1-CS PV Zea 4 15 30' 12' 200 W SV-2-T P-1-CS 6 30' 35' 12' 200 W Son Joaquin MAS MAS SV-1-T PV 6 30' 15' 200 W SV-1-T P-1-CS 30' 50' 15' 200 W Santa Rosa MAS MAS SV-1-T P-1-CS PV Zea 15 30' 12' 200 W -SV-2-T 2 19-4-70 30' 30' 12' 200 W Son Joaquin MAS MAS PV 2 15 30' 15' 200 W -1-CS 4 1. ALL EQUIPMENT IS NEW EXCEPT CONTROLLER AND SERVICE CABINET. 2. ALL SIGNAL HEADS SHALL BE 12-inch ½1TH GLASS LENSES AND REFLECTORS. ALL RED INDICATIONS SHALL BE L.E.D. EXCEPT P.V. HEADS. 3. ALL PEDESTRIAN PUSH BUTTONS SHALL BE A.D.A. APPROVED ½1TH 50mm ACTUATOR BUTTONS. 4. LUMINAIRE ARMS SHALL BE DAVIT TYPE. 5. ALL POLES, HEADS, AND HARDWARE EXCEPT BACKPLATES AND VISORS SHALL BE FURNISHED ½1TH A WHITE POWDER COATING FINISH OVER GALVANIZED STEEL. SEE SPECIFICATIONS. PAINT BACK OF BACKPLATES AND OUTSIDE OF VISORS WHITE. ·"· /.1,1m1r,q,",,--, Qr,n:; .5/2,,// bl!! Oawl ry,,:,,,e .. 5 REMOVE FOUNDATION ---------- / Ex1sT. 1 1/2" c/~D~ ------, I -:r---,~------ ----------------c.b. 240' TO B.C. R. 40' TAPER _____ 2"C/2-DLC CB c.b. CJ CASE E DETAIL "B" PHASE DIAGRAM _j _j ----------- 0 -!7aL froL - ------R ------ · 1 +5 2+5 1+6 2+6 + \,._ + 0 I I 4 6 8 2 13' 3.0' 12' 3.0' 13' 3.0' 13' 3.0' ECR USE EXIST. FOUNDATION LOCATE POLE IN FIELD USE EXIST. FOUNDATION USE EXIST. FOUNDATION £>: 0 co POLE LOCATION DETAIL ----c.:J 1-0'6 -------------------- ----------------- ~\,._ ~ R + + DETAIL "B" SCALE: 1" = 20' 3+7 3+8 4+7 4+8 991450SR 1~ wrA TRAFf!C ENGINEERIN~ INC.1--+--+-------t-------1 TRAFFIC AND TRANSPORTATION ENGINEERING 23421 SOUTH-POINTE DR. SUITE 190 LAGUNA HIIJS, CA. B2653 (949)460-0110 1---f----+-,,--------------j-= 8r£R~4 "RCE 16828 ' DATE Oav,I DATE BY DESCRIPTION REVISIONS Traffic Signal Modification San Joaquin Hills Rd. DESIGNED JJS and ·-·-. CHECKED RLM/JJS Santa Rosa/Big Canyon DRAWN RLM CITY OF NEWPORT BEACH T-5813-S APP. DATI': 4/27/00 PUBLIC WORK DEPARTMENT SHEET 'i] OF 'i] "" "" -"' ii:i ~ g, • ., 0 t:; ;:,l s ~ ~ ~ " n ~ ' 0 " z z C s OJ m JJ I ,;'------' ' ,, j ,; ' ' ' , . .. ;. I I ~ \;: z I 0 5 N " n ' $ ;D ~ " z ~ . " N " z m n • C ' 0 ;D 2 ,; t \I-, (X) ' Lu \ \.I\ \ ! 0 JJ ~ z G) z C $ OJ m JJ 0 JJ ~ z G) z C $ OJ m JJ 0 JJ ~ z G)