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Home My WebLink AboutT_5902_S/ ( ) \ / 6 !§ j t,; Q: CD z 0 I-1- (.) if) Z!:!i -~ f-~ ~ zo ::::i ~ :r:m Li... 0 ADAMS AVE. CITY OF COSTA MESA . "1CTORIA ~ m "' 0 rn ~ ;,: ci "' ORANGE COAST COLLEGE BAKER 1------1 ORANGE CO. FAIRGROUND ~ > q ~ ,;;,~ <f' ST. CITY OF IRVINE UNIVERSITY 19TH ST. PROJECT LOCATION VICINITY MAP SCALE: 1" ; 4400' SYMBOL I EGEND 8 POWER POLE @SSMH SANITARY SEWER MANHOLE '(:1 FIRE HYDRANT ~ u ·· ··· · WATER METER BOX & SERVICE □GM GAS METER --<Sf-VALVE POWER POLE ANCHOR MONUMENT -X-X-X-FENCE .LLL LLL .LLL ..llL... BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ---~---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -TEL~ TELEPHONE LINE -· -CATV-CABLE LINE _5p __ SPRINKLER SYSTEM :a: STREET LIGHT -u-SIGN F .:::j GARAGE OPENING t:::------j WINDOW • SPRINKLER ~ POTHOLE LOCATION CALL TOLL FREE . 1-800-422-4133 BEFORE YOU DIG ABBREVIATIONS AC DIP VCP RWY FE MJ NTS RT STL ASPHALT CONCRETE DUCTILE IRON PIPE VITRIFIED CLAY PIPE RESILIENT WEDGE VALVE FLANGED END MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY CO CLEANOUT (SEWER) ARV AIR RELIEF VALVE 8/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC SO STORM DRAIN LEGEND QS---SANITARY SEWER MANHOLE +o+ ---FIRE HYDRANT w --~---WATER VALVE ---S---SEWER LINE ---W----WATER LINE --SCE---ELECTRICAL LINE --TEL---TELEPHONE LINE --COiv,,-1 ---CABLE LINE --SD -STORM DRAIN ---~----CENTERLINE -------PROPERTY LINE ---POTHOLE LOCATION EMERGENCY TELEPHONE NUMBERS SOUiHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELIPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPT. COUNTY SANITATION DISTRICT COMCAST CABLE VISION UNDERGROUND SERVICE ALERT 800-624-8153 800-611-1911 611 949-644-3011 714-962-2411 714-542-6222 800-422-4133 NIGHT 800-624-8153 800-611-1911 611 800-422-4133 THE CONTRACTOR SHALL NOTIFY THE FOLLOINING UTILITIES PRIOR TO COMMENCING WORK ELDON DAVIDSON LARRY KOBO BECKY CALVITTI-BRANDON MARK PALEN BOB WARTH MATT WAZNEWSKI TIM. SCANLIN BRAD JACKSON CITY SEWER AND WATER CITY STORM DRAIN PACIFIC BELL THE GAS COMPANY (DISTRIBUTION) THE GAS COMPANY (TRANSMISSION) EDISON CABLE IRVINE RANCH WATER DISTRICT 949-718-3400 949-644-3055 714-666-5711 714-634-3262 714-634-3119 714-895-0109 714-338-2000 949-453-5611 CONSTRUCTION NOTES: SAWCUT AND REMOVE INTERFERING PORTIONS OF EXIST. IMPROVEMENTS. CONSTRUCT 6" A.C. PAVEMENT OVER 8" AGGREGATE BASE. CONSTRUCT 6" A.C. BERM. CONSTRUCT TYPE A CURB AND GUTTER (18") PER CITY STD-182-L CONSTRUCT LOW POINT AND LEAVE 1' OPENING IN A.C. BERM AT LOW POINT. CONSTRUCTI01\J NOTES (SIGNING ONLY) CD PLACE SIGN AND POST (CAL TRANS DESIGNATION). @ REMOVE EXISTING SIGN AND POST (CALTRANS DESIGNATION). CONSTRUCTION NOTES (STRIPING ONLY) OJ INSTALL 8" SOLID WHITE LINE (CALTRANS DETAIL 38). IT] INSTALL 50' 4" SOLID WHITE LINE. [l] INSTALL WHITE PAVEMENT ARROW AS SHOWN (TYPE IV). INSTALL 12" WHITE CHEVRONS @ 10' SPACING AND 45' ANGLES. INSTALL 4" SKIP WHITE LINE (CALTRANS DETAIL 12). INSTALL 12" WHITE LIMIT LINE. CITY OF NEWPORT BEACH INSTALL 4" DOUBLE YELLOW LINE (CALTRANS DETAIL 27). INSTALL 4" DOUBLE YELLOW LINE (CALTRANS DETAIL 21). INSTALL TYPE "D" TWO-WAY YELLOW REFLECTIVE PAVEMENT MARKERS @ 3' SPACING ON TOP OF AC BERM. TRAFFIC SIGNAL AND ROADWAY IMPROVEMENTS ON NEWPORT COAST DRIVE APPROVED: APPROVED: SAGE HILL SCHOOL AT SAGE HILL SCHOOL CONTRACT NUMBER C-3587 p ' / w;i;..,~~ CITY ENctNEERi:24967 NFWPORT COAST DRIVE PROJECT LOCATION ~ ED MILLER Jr. No. 47615 Exp.12-31-0 ----iiiiiiiiiiir'lll SCALE: 1" -80' CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CliY AND STATE STANDARDS AND REQUIREMENTS ONLY. THE CliY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. n APPROVED K,yR~JiMU'NI.IN'<lk-_ 1a/l7/o'L PUBLIC l'iORKS DEPT. DATE APPROVED __________ ~~- DATE UTILITIES DEPT. 12./r,(ot... GAS RECOVERY PLANT ACCESS ROAD PREPARED BY: KFM ENGINEERING, INC. 26672 Towne Centre Dr. #300 Foothill Ranch, CA 92610 Phone (~;~).~f838 ~~~ 12./16/oz. R.C.E. NO. 47615 DATE [ill REMOVE "CONFLICTING" PAVEMENT MARKINGS AND STRIPING. SIGNAL CONSTRUCTION NOTES m m INSTALL CITY FURNISHED 8-PHASE MULTISONICS 820A CONTROLLER ASSEMBLY IN A TYPE "P" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, OPTICOM PHASE SELECTORS, ANO MISCELLANEOUS AUXILIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED. BIKE LOGIC ON SAGE HILL <l>7 ONLY. INSTALL 3" CONDUIT WITH PULL ROPES TO EDISON SERVICE POINT (CONDUCTORS BY EDISON). COORDINATE WITH SOUTHERN CALIFORNIA EDISON SERVICE PLANNER MATT WAZNEWSKI AT (714) 895-0109 FOR ENTRY INTO VAULT AND SERVICE CONNECTION. INSTALL TYPE II SERVICE PER CITY OF NEWPORT BEACH STD. 910-l. INSTALL CITY FURNISHED POLES ON EXISTING FOUNDATIONS. CONTRACTOR SHALL ARRANGE FOR UNLOADING OF POLES. INSTALL 6 PR#19 INTERCONNECT IN EXISTING CONDUIT TO ACCESS ROAD. CONTRACTOR TO VERIFY, CLEAN AND REPAIR SIC, AS NECESSARY. INSTALL E.V.P. DETECTOR ON SIGNAL MAST ARM, USING PELCO ASTRO MINI-BRACKET WlTH REDUCER BUSHING 1.5" TO 0.75". INSTALL TELEPHONE DEMARCATION CABINET AT GAS RECOVERY PLANT ACCESS ROAD, PAINTED AND ATTACHED TO TYPE "p" CABINET. THE CABINET SHALL CONTAIN 3/4" EXTERIOR GRADE PLYWOOD BACKBOARD ANO A 12 TERMINAL STRIP WITH A STAND OFF DEVICE. SWEEP CONDUIT INTO CABINET AND USE CABLE SLACK TO ACCESS TERMINAL BLOCK. INSTALL CONDUIT & PHASE CONDUCTORS TO TELEPHONE SERVICE POINT. COORDINATE WITH TELEPHONE SERVICE PROVIDER. 7. CONSTRUCT CONCRETE PAVEMENT AT MISSING LOCATIONS AT FOUNDATIONS. DESIGNED DJ CHECKED EM DRAWN DJ DATE BY DATE 12/10/02 GENER,4L NOTES 1. ALL WORK SHALL CONFORM TO THE CITY OF NEWPORT BEACH STANDARQ PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1997 EDITION (GREEN BOOK) 1999 CALIFORNIA STANDARD SPECIFICATIONS, AND CALTRANS STANDARD PLANS. 2. PUBLIC AND PRIVATE UTILITIES AND THE ACCOMPANYING SUBSTRUCTURES SHOWN ON THESE PLANS ARE FROM AVAILABLE PUBLIC DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES AND SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS, DAMAGE TO SUCH RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE THE 3. CONTRACTORS RESPONSIBILITY. ALL UNDERGROUND UTILITY AND OTHER SUBSURFACE WORK SHALL BE 4. COMPLETED PRIOR TO COMPLETING THE FINAL SURFACING. THE CONffiACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT, PH. (949) 644-3311, forty -eight (48) hours, PRIOR 5• TO ANY ROAD CLOSURE AND /OR DETOUR. CONSTRUCTION SURVEY WORK FOR THE LINES AND GRADES FOR CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, BENCH MARK: SHEET INDEX DESCRIPTION TITLE SHEET ROADWAY PLAN SIGNING AND STRIPING SIGNALIZED INTERSECTION SHEET NO. 2 3 4-5 TITLE SHEET NEWPORT COAST DRIVE AT SAGE HILL SCHOOL DESCRIPTION T-5902-S REVISIONS SHEET 1 OF_5_ ( ') ') I f-. " " ~ \I) • ,._ Q CONSTRUCTION NOTES: 0 ® Q) 0 ® SAWCUT AND REMOVE INTERFERING PORTIONS OF EXIST. IMPROVEMENTS. CONSTRUCT 6" A.C. PAVEMENT OVER 8" AGGREGATE BASE. CONSTRUCT 6" A.C. DIKE TYPE A. CONSTRUCT TYPE A CURB AND GUTTER PER CITY STD-182-L. CONSTRUCT LOW POINT AND LEAVE 1' OPENING IN A.C. BERM AT LOW POINT. LEGEND --A.C. PAVEMENT (18") 18.50' 6" AC DIKE 6" AC DIKE 18" 17 I \ I L- L 6" AC w ' (/) co<( 8" BASE co INTERSECTION PAVEMENT SECTI01~ NOT TO SCALE +0.21' FROM ROADWAY SAWCUT LINE w ' (/) co<( [l) 1.50% A-A 6" TC I ROADWAY l~~PROVEMENT SECTION B-B NOT TO SCALE SAGE Hill SCHOOL DRIVEWAY ' ' I i ; '. i/ ,, ' ~-177+1133 q{-~NEWPORT·COA-Sf-QRIVE / ,;{J ·-·10't'G000 ',\Iv;--SAGEJ:lll.L.S_CH_OQL DB_l','EWAf/ 1, --------·· ··---~=~;,.~ ·Zf~;~Jlffj-,;;£11/ :;:_::;::-.:..._-:::::_ "'" ' ---·--~ / i ! / I J-.-1 vi;,.,.· C ----c------·t+v- '"---·-• I / ' J J I -~..,.,.---~· ./;> ·.----f,---•• -_. . L _f-:;,, -' -·," \ -r-~~- \ I ... --:.,,s1;cc1•, •""-1::::-;;.~,1.. ------ FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES i i I ;< :£1 ,--.; 10 SCALE: 1 " ED MlLLER No. 47615 Exp.12-31-0 SAWCUT LINE PAVEMENT RT 40' PLACE EXIST. MEDIAN IMPROVEMENTS DETAIL SACALE: 1" = 20' GAS RECOVERY PLANT ACCESS ROAD cO ,•--.::' u-:: C-3587 CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY AND STATE STANDARDS AND REQUIREMENTS ONLY. THE CfTY IS PREPARED BY: DESIGNED DJ l----+---+---------t-------------7 STREET I tv1 PRO VE M ENT PLAN NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND KFM ENGINEERING, INC. 26672 Towne Centre Dr. #300 CHECKED EM ACCURACY. Q ( .I Foothill Ranch, CA 92610 APPROVED 'f...._~°"'JJ"{\ · ~~~ t2fr111J?. Phone (949) 580-3838 PUBLIC WORKS DEPT. DATEr 9-~ l.,IJA,._Q)~ R.C.E. NO. 47615 APPROVED -----------------UTILITIES DEPT. DATE DATE DJ ( 'L/11 /Q'l, >--------< DATE BY DESCRIPTION {' DATE t----'----'---------------~~---1 12/ 10/02 REVISIONS DRAWN NEWPORT AT SAGE COAST DRIVE HILL SCHOOL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-5902-S SHEET 2 OF_5_ I .n - 1J v\ Q._ -,.,;y (1 cr---V, - SAGE HILL SCHOOL DRIVEWAY J I I / ! . I i 1.rj, ;! L I <t_SAGE HILL SCHOOL DRIVEWAY i 177+11.33 <i;. NEWPORT COAST DRIVE = 10+00.00 SAGE HILL SCHOOL DRIVEWAY EX. CURB & GUTTER 7 "~' 2 GAS RECOVERY PLANT ACCESS ROAD I I I <t_ACCESS ROAD 169+94.43 IC. NEWPORT COAST DRIVE = 10+00.00 CL GAS RECOVERY PLANT ACCESS ROAD -----❖---❖-------•-- Lt' 12' iNEWPORT COASTDRIVE 1 270' 168 ~, FOR REDUCED PLANS VAR. GENERAL NOTES: 1. PAVEMENT STRIPING AND MARKINGS SHALL BE SPRAYABLE THERMOPLASTIC UNLESS OTHERWISE INDICATED. 2. PAVEMENT STRIPING, MARKINGS AND SIGNS SHALL CONFORM TO THE CAL TRANS STANDARD PLANS, LATEST EDITION. 12' VAR. ·------------• --- ----------~----- 90' TRANSITION -----·---~ 11' 12· ··---·--•·----.. -_ -1_7_:t:::==---====-·-...:...._:·_--:::::==·1''tt=-: ---= •• 11' -,.! ----·-11' ------·------·------·---❖-------------------· --•• • ' ' •• -~ ------ ·••s-•- EXIST. RAISED MEDIAN • • -¾TYP~ N-&-IV5;(LT)---NEWPORT COAST DRIVE SCALE: 1 " = 40' CONSTRUCTION NOTES (SIGNING ONLY) CONSTRUCTION NOTES (STRIPING ONLY) CD PLACE SIGN AND POST (CAL TRANS DESIGNATION). IT] INSTALL 8" SOLID WHITE LINE (CALTRANS DETAIL 38). ® REMOVE EXISTING SIGN AND POST (CAL TRANS DESIGNATION). (I] INSTALL 50' 4" SOLID WHITE LINE. IT] INSTALL WHITE PAVEMENT ARROW AS SHOWN (TYPE IV). 3. EXACT SIGN LOCATION SHALL BE DETERMINED BY THE ENGINEER. [I] INSTALL 12" WHITE CHEVRONS @ 10' SPACING AND 45· ANGLES. @J INSTALL 4" SKIP WHITE LINE (CALTRANS DETAIL 12). 4. CONFLICTING STRIPING SHALL BE SANDBLASTED. 5. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. THIS PLAN ACCURATE FOR SIGNING & STRIPING ONLY ED MILLER J No. 47616 Exp,1_2_-3_1_-0_ I 6 I INSTALL 12" WHITE LIMIT LINE. I]] INSTALL 4" DOUBLE YELLOW LINE ( CAL TRANS DETAIL 27). []] []] INSTALL 4" DOUBLE YELLOW LINE (CAL TRANS DETAIL 21 ). INSTALL TYPE "D" TWO-WAY YELLOW REFLECTIVE PAVEMENT MARKERS @ 3' SPACING ON TOP OF AC BERM. [ill REMOVE "CONFLICTING" PAVEMENT MARKINGS AND STRIPING. Cl1Y OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY AND STATE STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. n APPROVED (;J,,,pJ,W\A tL,.,~ (1../11/02. PUBLIC WORKS DEPT. 'DM'E PREPARED BY: DESIGNED DJ KFM ENGINEERING, INC. 26672 Towne Centre Dr. #300 CHECKED EM Foothill Ranch, CA 92610 Phone (949) 580-3838 DRAWN DJ 170 6 169 ' •-s•---❖ .. --•-· --- VAR. C-3587 SIGNING & STRIPING PLAN NEWPORT COAST DRIVE AT SAGE HILL SCHOOL 0 2 3 ¾,/'<" CIV\1- 0F C~ APPROVED ________ ~=--~~ I • .Q~!h~llzr 1 ~,,t. o .,_ DATE BY DATE R.C.E. NO. 47~ DATE 1---~-~---D_Es_c_R1_Pr_1o_N ____ ~---1 CITY OF NEWPORT BEACH T-5902-S ORIGINAL SCALE IS IN INCHES UTILITIES DEPT. DATE 12/10/02 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 3 OF_5_ 1 ' ) ) ( J ~ ') _ ... ~ CONDUCTOR AWG PHASE ¢2 ¢4 ¢5 #14 (/; 6 ¢8 TOTAL E.V.P. CABLE #10 LUMINARE 6PR #11 S.I.C. ¢2 DLC ¢4 DLC (/; 5 DLC LOOP ¢6 DLC DET CABLE ¢8 DLC 2-#12 TOTAL TYPE B CONDUIT SIZE ALL CONDUCTORS SHALL BE NEW. PROPOSED 1 2 NOT USED 5 6 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES & 3 3 1 1 2 " ( E) PHASE 0 3 NOT USED 7 NOT USED SCHEDULE RUNS £ & & & 3 3 3 3 3 6 3 3 3 6 6 21 9 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 3 2"(E) 2" 2-3" 3"(E) DIAGRAM 4 2 & 3 3 6 2 1 1 2" 3 IA 3 ~ J 6 2 2" DETECTOR SCHEDULE SENSOR DETECTORS UNIT· CHANN 1 1 -¢4 * 1 2 1 -¢8 1 1 -¢2 2 2 1 -¢5 1 1 -¢6 3 2 1 Ll. . 2 1 5 2 STANDARD No. TYPE HEIGHT ( 1) 29A-5-80 35' 0 17-2-80 30' 0 29A-5-80 35' 0 1-A 1 o· ® 1-A 1 o· H.P.S. = HIGH PRESSURE SODIUM ALL EQUIPMENT SHALL BE NEW. ALL VEHICLE INDICATIONS SHALL BE LED. SIG.M.A. 20' 20' 50' POLE LUM.M.A. 15' 12' 15' S.I.S.N.S. = SELF ILLUMINATING STREET NAME SIGN (SEE SPECS) LUMINAIRE H.P.S. 310W 250W 310W ALL DETECTORS SHALL BE NEW. * TEMPORARY 20' MA -FLANGE FOR 50' M.A. (FUTURE) ON 29A-5-80 POLE. DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTEGRAL CALL HOLD (D-7 SECS) AND CALL DELAY (D-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 TIMING FOR SYSTEM SAMPLING PURPOSES. NE'vVPORT SCALE: 1" = COAST DRIVE 20' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. GENERAL NOTES: SCHEDULE S.I.S.N.S. SIGNAL MOUNTING PPB 1BPB POLE LOCATION 1. 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 1999 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. LEGEND VEHICLE PED PHASE QUAD LOCATION A 2-MAS SV-2-T 3'-6" Newport MAS SV-1-T Coast 3-MAS SV-1-T TV-1-T 8' TV-1-T 8' B C D REMARKS 2'-6' FOUNDATION EXISTS IN FIELD 3' FOUNDATION EXISTS IN FIELD 3' FOUNDATION EXISTS IN FIELD 2'-8' FOUNDATION EXISTS IN FIELD 3'-4' FOUNDATION EXISTS IN FIELD 2. SEE STREET IMPROVEMENT PLANS 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 CONTRUCTION. 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. 5. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON THE PLAN. 6. ALL LOOPS SHALL BE TYPE "E" OR 6' x 6' SPACED 10' APART. EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS NOTED OTHER\\ISE . 7. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL TURN ON. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 9. WORK SHALL BE PERFORMED ACCORDING TO CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1994 EDITION. GAS RECOVERY PLANT ACCESS ROAD 10. ALL SIGNAL HEADS TO BE METAL TYPE. 11. PEDESTRIAN INDICATIONS SHALL BE TYPE "c". SIGNAL CONSTRUCTIOf\l NOTES I i \ / I -, IT] INSTALL CITY FURNISHED 8-PHASE MULTISONICS 82DA CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, OPTICOM PHASE SELECTORS, AND MISCELLANEOUS AUXILIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED. BIKE LOGIC ON SAGE HILL <1>7 ONLY. BATERY BACKUP BY CITY. IT] INSTALL 3" CONDUIT WITH PULL ROPES TO EDISON SERVICE POINT (CONDUCTORS BY EDISON). COORDINATE WITH SOUTHERN CALIFORNIA EDISON SERVICE PLANNER MATT WAZNEWSKI AT (714) 895-D109 FOR ENTRY INTO VAULT AND SERVICE CONNECTION. INSTALL TYPE II SER~CE PER CITY OF NEWPORT BEACH STD. 910-L. QJ INSTALL CITY FURNISHED POLES ON EXISTING FOUNDATIONS. CONTRACTOR SHALL ARRANGE FOR UNLOADING OF POLES. [Ij INSTALL 6 PR#19 INTERCONNECT IN EXISTING CONDUIT TO SAGE HILL SCHOOL DRIVEWAY. CONTRACTOR TO VERIFY, CLEAN AND REPAIR SIC, AS NECESSARY. [I] INSTALL E.V.P. DETECTOR ON SIGNAL MAST ARM, USING PELCO ASTRO MINI-BRACKET WITH REDUCER BUSHING 1.5" TO 0.75". ~ INSTALL TELEPHONE DEMARCATION CABINET AT GAS RECOVERY PLANT ACCESS ROAD, PAINTED AND ATTACHED TO TYPE "p" CABINET. THE CABINET SHALL CONTAIN 3/4" EXTERIOR GRADE PLYWOOD BACKBOARD AND A 12 TERMINAL STRIP WITH A STAND OFF DEVICE. SWEEP CONDUIT INTO CABINET AND USE CABLE SLACK TO ACCESS TERMINAL BLOCK. INSTALL CONDUIT & PHASE CONDUCTORS TO TELEPHONE SERVICE POINT. COORDINATE WITH TELEPHONE SERVICE PRO~DER. 7. CONSTRUCT CONCRETE PAVEMENT AT MISSING LOCATIONS AT FOUNDATIONS. EXIST. 2" CONDUIT 169+94.43 <C. NEWPORT COAST DRIVE = ¢5 11' 12· 169 .~-· 560'FROM LIMIT LINE 168 EXl~.!,.,z,3" CONDUIT 1 2' 12' ¢4 Cl1Y OF NEWPORT BEACH PREPARED BY: THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY AND STATE KFM ENGINEERING, INC. ro B. ' .. L .. ' .. STANDARDS AND REQUIREMENTS ONLY. THE CITY IS # NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO 26672 Towne Centre Dr. 300 ACCURACY. Q • Foothill Ronch, CA 92610 APPROVED <f-¥l',,.AM{ YY\. ~\-_, 1'2.~?/02, Phone (949) 580-3838 PUBLIC WORKS DEPT. D~ El ~~~~-!1..{!!{0'Z, APPROVED __________ ~ R.C.E. ND. 476156 DATE UTILITIES DEPT. DATE ¢2 VAR 11 ' ¢2 T DESIGNED DJ CHECKED EM DRAWN DJ CONDUIT, SIC r~, r·-! / ('\ t, - ~-\,_) \ __ _j ,,"'_ C-3587 TRAFFIC SIGNAL PLAN NEWPORT COAST DRIVE AND ACCESS ROAD DATE BY DATE 1---~~~---□-Es_c_Ri_PT_io_N ____ ~--CITY OF NEWPORT BEACH T-5902-S 12/10/02 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 4 OF_5_ 1 ) ) ' f I s;: ~ CL ,:r---- (;/1 CONDUCTOR SCHEDULE RUNS AWG PHASE & ~ & & r/> 2 3 3 3 r/>6 3 #14 r/> 7 3 3 3 TOTAL 9 6 6 EVP CABLE 2 #10 LUMINARE 2 2 2 3PR #1 S S.I.C. 1 1 1 LOOP r/!2 DLC 1 1 DET r/) 6 DLC 1 CABLE 2-#12 r/) 7 DLC 1 1 TYPE B TOTAL 1 3 1 CONDUIT SIZE 2" 2-3" 2'' 2" ALL CONDUITS ANO CONDUCTORS SHALL BE NEW EXCEPT SIC. PROPOSED PHASE DIAGRAM 1 2 3 4 NOT NOT NOT USED USED USED 5 6 7 8 - NOT ~~ NOT USED USED \ \ POLE STANDARD LUMINAIRE S.I.S.N.S. No. TYPE HEIGHT (1) 26A-4-80 35' 0 1A 1 o· 0 24A-4-80 35' H.P.S. = HIGH PRESSURE SODIUM ALL EQUIPMENT SHALL BE NEW. SIG.M.A. LUM.M.A. H.P.S. LEGEND 45' 15' 310W Sage Hill 35' 15' 310W Sage Hill ALL VEHICLE INDICATIONS SHALL BE LED. S.I.S.N.S. = SELF ILLUMINATING STREET NAME SIGN (SEE SPECS) DETECTOR SENSOR UNIT CHANN 1 1 2 1 2 2 . 1 3 2 1 4 2 1 5 2 SCHEDULE DETECTORS 1-r/>7 1-¢2 1-¢6 ALL DETECTORS SHALL BE NEW. DETECTOR LOOP LOCATIONS SHA.LL BE APPROVED BY THE 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 TIMING FOR SYSTEM SAMPLING PURPOSES. PROPOSED SERVICE POINT SIGNAL MOUNTING VEHICLE PED 2-MAS SV-1-T TV-1-T 2-MAS SV-2-T SCHEDULE PPB 'BPB POLE LOCATION PHASE QUAD LOCATION A B C 2'-6' 3' SAGE HILL SCHOOL DRIVEWAY \ \ D REMARKS FOUNDATION EXISTS IN FIELD FOUNDATION EXISTS IN FIELD FOUNDATION EXISTS IN FIELD . -----------~ -------·---~~---~------~-----------~-------- FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES -t, > 560' FROM LIMIT LINE 2 3 12' \ 12' i I ' __ ,,,,. ------ __ __, ... /" -~--.,-,--- _......, _______ ..._ ~~~------· SCALE: 1" 20' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ¢6 34-2 SI ED MILLER Jr. No. 47615 Exp.12-31-03 12' -•-·---·· ---~~--------- ~ R34-2 12' 7 4 -----~--------· ~-~-~--,... • • -~:; • ---- CITY OF NEWPORT BEACH PREPARED BY: THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CrfY AND STATE KFM ENGINEERING, INC. STANDARDS AND REQUIREMENTS ONLY. THE CITY IS 26672 T C t D #300 NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND owne en re r. ACCURACY. () Foothill Ranch, CA 92610 .'PPROVED ii:=iJ.,.....,.l_ 1M ~~k-12,.,11/0 Phone (949) 580-3838 ¾;: CiV\'-~~'<-PUBLIC WORKS DEPT. DAT ~~~x~ (Z.(1//o,Z,,,. APPROVED __________ ===-R.C.E. NO. 47615 0 DATE UTILITIES DEPT. DATE GENERAL NOTES: f ,..-, \.) _; 1. 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 1999 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. SEE STREET IMPROVEMENT PLANS 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 NOllFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UllLITY COMPANIES INVOLVED. 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, DETECTOR LOOPS. 5. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON THE PLAN. 6. ALL LOOPS SHALL BE TYPE "E" OR 6' x 6' SPACED 10' APART. EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS NOTED OTHERWISE. 7. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL TURN ON. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 9. WORK SHALL BE PERFORMED A.CCORDING TO CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1994 EDITION. 10. ALL SIGNAL HEADS TO BE METAL TYPE. 11. PEDESTRIAN INDICATIONS SHALL BE TYPE "c". SIGNAL CONSTRUCTION NOTES OJ INSTALL CITY FURNISHED 8-PHASE MULTISONICS 820A CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, OPTICOM PHASE SELECTORS, AND MISCELLANEOUS AUXILIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED. BIKE LOGIC ON SAGE HILL ¢17 ONLY. BATTERY BACKUP BY CITY. INSTALL 3" CONDUIT WITH PULL ROPES TO EDISON SERVICE POINT (CONDUCTORS BY EDISON). COORDINATE WITH SOUTHERN CALIFORNIA EDISON SERVICE PLANNER MATT WAZNEWSKI AT (714) 895-0109 FOR ENTRY INTO VAULT AND SERVICE CONNECTION. INSTALL TYPE II SERVICE PER CITY OF NEWPORT BEACH STD. 910-L. INSTALL CITY FURNISHED POLES ON EXISTING FOUNDATIONS. CONTRACTOR SHALL ARRANGE FOR UNLOADING OF POLES. INSTALL 6 PRi,119 INTERCONNECT IN EXISTING CONDUIT TO GAS RECOVERY PLANT ACCESS ROAD. CONTRACTOR TO VERIFY, CLEAN AND REPAIR SIC, AS NECESSARY. INSTALL E.V.P. DETECTOR ON SIGNAL MAST ARM, USING PELCO ASTRO MINI-BRACKET V~TH REDUCER BUSHING 1.5" TO 0.75". INSTALL TELEPHONE DEMARCATION CABINET AT GAS RECOVERY PLANT ACCESS ROAD, PAINTED AND ATTACHED TO TYPE "p" CABINET. THE CABINET SHALL CONTAIN 3/4" EXTERIOR GRADE PLYWOOD BACKBOARD AND A 12 TERMINAL STRIP WITH A STAND OFF DEVICE. SWEEP CONDUIT INTO CABINET AND USE CABLE SLACK TO ACCESS TERMINAL BLOCK. INSTALL CONDUIT & PHASE CONDUCTORS TO TELEPHONE SERVICE POINT. COORDINATE WITH TELEPHONE SERVICE PROVIDER. 7. CONSTRUCT CONCRETE PAVEMENT AT MISSING LOCATIONS AT FOUNDATIONS. ,#-11' ,, _____ ,. -\ ________ _ s1c@J ·~ 560' FR LIMIT LINE 1-956 C-3587 01----- DESIGNED TRAFFIC SIGNAL PLAN NEWPORT COAST DRIVE AND SAGE HILL SCHOOL DRIVEWAY DJ CHECKED EM DRAWN DJ DATE BY DESCRIPTION DATE 1----'---'------------'----1 CITY OF NEWPORT BEACH T-5902-S 12/10/02 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 5 OF-2_