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HomeMy WebLinkAboutT_5976_SCITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE §;' -' co 0C£AN Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE <t? FIRE HYDRANT I WM WATER METER BOX & SERVICI: □GM GAS METER ------------0--VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCK WALL TREE co SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ___ (i_ ___ CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -Tr--TELEPHONE LINE -CTV -CABLEVISION LINE -SP--SPRINKLER SYSTEM ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ARV BLK BVCS BVCE Cl CNS it CL CLR CATV E EXIST FM FE FL FLG GB GE GV G IP&T MILS MIN MJ NG NTS NW NO PE PROP RET RWV SCE SCH sea SHT STL SQ s STL T TV W/ w AIR RELIEF VALVE BLOCK BEGIN VERTICAL CURVE STATION BEGIN VERllCAL CURVE ELEVATION CAST IRON CITY OF NEWPORT BEACH CENTIERLINE CLASS CLEAR CABLE TV ELECTRIC (SCE) EXISTING FORCE MAIN FLANGED END FLOW LINE FLANGE GRADE BREAK GROVED END GATE VALVE GAS IRON PIPE AND TAG MILLIMETIERS '' MINIMUM MECHANICAL JOINT NATURAL GROUND NOT TO SCALE NORTHWESTERLY NUMBER PLAIN END PROPOSED RETAINING RESILIENT WEDGE VALVE SOUTHERN CALIFORNIA EDISON SCHEDULE CLEANOUT {SEWER) SHEET STEEL SQUARE SEWER STEEL TELEPHONE CABLE TELEVISION W1TH WATER PUBLIC WORKS DEPARTMENT PELICAN HILL ROAD STREET IMPROVEMENT PROJECT LOCATION r • ~ INDEX MAP NOT TO SCALE W SHEET NUMBER ORKS DIRECTOR R.C.E. NO. 36106 .C.E.NO.~ CO.AST DATE: .14'"''7 I DA TIE: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION",. 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD. SPECIAL PROVISIONS OR IN THIS CONTRACT'S SPECIAL PROVISIONS. • ' 2. 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. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. OJ TITLE SHEET 0 TRAFFIC SIGNAL INSTALLATION PLAN -PELICAN HILL RD/RESORT ENTRY [TI TRAFFIC SIGNAL INSTALLATION PLAN -PELICAN HILL RD/LOWER VILLAS [D TRAFFIC SIGNAL MODIFICATION PLAN -PELICAN HILL RD/NEWPORT COAST DR I ' • ; I I 0, a< 'O CITY OF COSTA MESA \ICTORIA ST -SC 5 a w "" > z, <C! al :::s' -SC 17TH ST zl w' <( 15TH ST ---' 0.. VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE "" a cc °" -SC :,: OCEAN Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE 't? FIRE HYDRANT I WM WATER METER BOX & SERVICE □GM GAS METER --------0------VALVE POWER POLE ANCHOR Q MONUMENT -x-x-x-FENCE BLOCKWALL ,,·.\JJI~, ·?J~~ TREE ao SHRUBBERY .LLL .LLL .LLL .LLL ASPHALT PAVEMENT !::""" : :, :;; ::: :; BRICK WALK I .•. · I ' ... -•. ·.· ... ·, CONCRETE r/////////a BUILDING ----EXISTING CONSTRUCTION ~--~ PROPERTY LINE NEW CONSTRUCTION C -•-L---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CTV -CABLEVISION LINE -SP--SPRINKLER SYSTEM :0: STREET LIGHT JOHN WAYNE AIRPORT 3/1~ -i-"c-, / ('-,_ ~ r;;'>c " UPPER.NE UN\1/ERS\1~ ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ARV AIR. RELIEF VALVE BLK BLOCK BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION Cl CAST IRON CNB CITY OF NEV,PORT BEACH IL CENTERLINE CL CLASS CLR CLEAR CATV CABLE TV E ELECTRIC (SCE) EXIST EXISTING FM FORCE MAIN FE FLANGED END FL FLOW LINE FLG FLANGE GB GRADE BREAK GE GROVE□ END GV GATE VALVE G GAS IP&T IRON PIPE AND TAG MILS MILLIMETERS MIN MINIMUM MJ MECHANICAL JOINT NG NATURAL GROUND NTS NOT TO SCALE NW NORTHWESTERLY NO NUMBER PE PLAIN END PROP PROPOSED RET RETAINING RWV RESILIENT WEDGE VALVE SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE sco CLEANOUT (SEWER) SHT SHEET STL STEEL SQ SQUARE s SEWER STL STEEL T TELEPHONE TV CABLE TELEViSION w/ WITH w WATER PUBLIC WORKS DEPARTMENT PELICAN HILL ROAD STREET IMPROVEMENT PROJECT LOCATION APPROVED: DATE: ______ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED:----::-=-:-=--:--------------DATE: ______ _ CITY ENGINEER R.C.E. NO. 24967 IT] 1 • ~ INDEX MAP NOT TO SCALE w SHEET NUMBER RECORD DRAWi G COAST 1. 2. 3. 4. GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 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. All EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. [i] 0 0 0 SHEET INDEX TITLE SHEET ~~:;;:;-;;;~~/RE~ITT-;;~~& TRAFFIC SIGNAL INSTALLATION PLAN -~PELICAN HILL RD/RESORT e:isnl'i' TRAFFIC SIGNAL INSTALLATION PLAN -PELICAN HILL RD/Wi\1€«= VILLAS> CLUB TRAFFIC SIGNAL MODIFICATION PLAN -PELICAN HILL RD/NEWPORT COAST DR I .---u--S~IGN ----,,~::-:::='.'~~~~---===----,---""'T"':::~~----~-,--,.......,..--=r=-----~---,_,,,,_J,---------T:....•...::5;_:..,q '1_:_:"=-·-=S_. 0.. EMERGENCY TELEPHONE NUMBERS DAY NIGHT PREPARED BY, APPROVAL RECOMMENDED u i=! SOUTHERN CALIFORNIA GAS COMPANY (800)-624-8153 (800)-624-8153 ! CALL TOLL FREE SOUTHERN CALIFORNIA EDISON COMPANY (8D0)-611-1911 (800)-611-1911 [/) 1 800 422 4133 SBC-PACIFIC BELL 611 611 . 0.. <!. :::s t7! -SC [D ---CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) (949)-644-3011 (949)-644-3717 BEFORE YOU DIG ORANGE COUNTY SANITATION DISTRICT (714)-962-2411 ADELPHIA (714 )-542-6222 (714 )-644-6222 UNDERGROUND SERVICE ALERT (800)-422-4133 (800)-422-4133 MCWD (949)-574-1000 (949)-631-1200 Pirzadeh & ASSOCIATE S,INC. 30 Executive Pork t:(949) 851-1367 Suite 270 f: (949) 851-5179 Irvine, 9 926~--4726 www.pirzodeh.com ,,....,,, , • .,....,~;(_,(___ DATE: ()l/31J/07 P TER K. IR ADE , RCE 35283 EXPIRE 9-30..:09 & 2/5/09 rlf./ RECORD DRAl\1NG. REvlSED STREET NAME. REvlSED SHEET 2, 3, AND 4. --;--+---+----------------+-----II NO. DATE BY DESCRIPTION OF REvlSIONS APP'D TRANSP & DEV SERvlCES MANAGE R.C.E. NO. 45521 DATE ________ 0 DESIGNED PH DRAWN PH CHECKED DATE PK 1/30/07 PELICAN HU ROAD STiti:I IMPROVEMENT TITLE SHEET CITY OF NEWPORT BEACH 802 2 PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 0, ~ -0 ci ., 0 g Cl. "" Cl. u I=' z <( 1-(f) NOTES THIS SHEET 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 MAY 2006, CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 2004 EDITION, 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 ANY 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, AND CONTROLLER IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON THE PLAN. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 300'. PULL BOXES CONTAINING FIBER OPTIC CABLE SHALL BE DESIGNATED AS "TRAFFIC SIGNAL FIBER OPTIC". 6. ALL LOOPS SHALL BE TYPE "E", UNLESS OTHERWISE NOTED ON PLAN, SPACED 10' APART. EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS OTHERWISE NOTED. 7. ALL TRAFFIC SIGNAL AND PEDESTRIAN PUSH BUTTON POLES SHALL HAVE 2-PIECE BASE PLATE COVERS. POLES AND BASE PLATE COVERS SHALL BE POWDER COATED PER NOTE 15. 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 ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 10. ALL SIGNAL HEADS SHALL BE ALUMINUM AND POWDER COATED PER NOTE 15. VISORS AND BACKPLATES SHALL BE COMPOSITE AND PAINTED STANDARD BLACK. 11. PEDESTRIAN HEADS SHALL BE ALUMINUM AND POWDER COATED PER NOTE 15 WITH L.E.D. TYPE INTERNATIONAL SYMBOL INDICATIONS. 12. ALL VEHICLE HEADS SHALL BE 12" WITH DIALIGHT OR GELCORE L.E.D. INDICATIONS. 13. ALL PEDESTRIAN BUTTONS SHALL BE ADA COMPLIANT. 14. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. 15. ALL TRAFFIC SIGNAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, CABINETS, POLES, MAST ARMS, AND HANGERS TO BE POWDER COATED AT AN APPROVED FACILITY PRIOR TO SHIPMENT. PEDESTRIAN AND/OR BICYCLE PUSH BUTTON, FRAMES, VISORS, AND BACKPLATES SHALL NOT BE POWDER COATED. POWDER COATING FINISH COLOR AND SHEEN SHALL MATCH MINERAL BRONZE #10D91382/33-9012, OR AS DIRECTED BY PROJECT MANAGER. PAINT SAMPLE TO BE PROVIDED TO CITY AND PROJECT MANAGER PRIOR TO POWDER COATING PROCESS. CONDUCTOR SCHEDULE Cl RUN NUMBER 5 CIRCUIT LG ffi & ffi ffi <( ¢1 ----- ¢2 --3 6 6 ¢3 ----- ¢4 --3 6 6 ¢5 -3 -6 6 ¢6 3 3 3 6 6 ¢7 ----- ¢8 - - - - - ¢2P - - - - - #14 ¢4P -2 -4 4 ¢6P 2 2 -2 2 ¢8P - - - - - ¢2PPB-BPB /-/-/'.'.'. /-/- ¢4PPB-BPB /'.'.'. !,--'.'.. /'.'.'. Y-Y- ¢6PPB-BPB Y, Y, /'.'.'. Y, 1/, ¢8PPB-BPB 1/-1/-1/-1/-/- PPB & BPB COMMON 1 1 1 2 2 SPARES 3 3 3 6 6 TOTAL 11 17 13 42 42 ( :) --C - EVP OPTICOM EVP CABLE 2 2 2 4 4 SIGNAL & SIGN COM. 1 1 1 2 2 #10 LUM IN AIRES 2 2 2 4 4 TOTAL 3 3 3 6 6 ¢1 - - --- ¢2 --3 3 3 LOOP ¢3 --- - - DET ¢4 2 2 -2 2 CABLE ¢5 - - 2 2 2 2#16 ¢6 -3 -3 3 ¢7 ----- ¢8 -- - --DEVELOPl=R' TOTAL 2 5 5 10 10 SIC ----2 CONDUIT SIZE 3" 3" 3" 2-3" 3-3" CONSTRUCTION NOTES @ FURNISH AND INSTALL NEW EIGHT PHASE 820A CONTROLLER ASSEMBLY WITH TYPE R CABINET (PROVIDED WITH AN ADDITIONAL SHELF FOR BBS), DETECTION AS SHOWN, OPTICOM PHASE SELECTORS, AND MISCELLANEOUS AUXILIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED. CABINET SHALL BE POWDER COATED PER NOTE 15. @7. FURNISH AND INSTALL MODIFIED TYPE II SERVICE PER CITY OF NEWPORT BEACH SPECIAL PROVISIONS STD. 910-L. CABINET SHALL BE POWDER COATED PER NOTE 15. FURNISH AND INSTALL 3M OPTICOM 711 E.V.P. DETECTOR ON SIGNAL MAST ARM USING PELCO ASTRO MINI-BRAG (AB-0121) WITH REDUCER BUSHING 1.5" TO 0.75" OR TO SIGNAL POLE AT 22' USING ASTRO MINI-BRAG AND PELCO 1-WAY 10" NIPPLES ALUMINUM SIDE-OF-POLE (SE-3000) WITH REDUCER BUSHING 1.5" TO 0.75". FURNISH AND INSTALL DIMENSIONS UNLIMITED BATTERY BACK-UP SYSTEM INSIDE OF THE CONTROLLER CABINET PER MANUFACTURER'S REQUIREMENTS AND PROJECT SPECIAL PROVISIONS. BATTERIES SHALL BE INSTALLED ON ADDITIONAL SHELF PROVIDED WITHIN R CABINET. FURNISH AND INSTALL MYERS POWER PRODUCTS SIDEMOUNT COMMUNICATIONS CABINET MEA-800. COIL 25 FEET OF FIBER OPTIC CABLE IN COMMUNICATIONS CABINET. LABEL CABLE ACCORDINGLY. CABINET SHALL BE POWDER COATED PER NOTE 15. FIBER OPTIC CABLE SHALL BE ~~CM CJ~IIIIIC ,.tTZ~ (#Cl2EII I 'f1101E23). IN A 12/10mm RED MICRODUCT. COIL A MINIMUM OF 1 D' OF FIBER OPTIC CABLE IN EACH PULL BOX. (#17:') 1' !lls141f\lD CilfslCgg:j:g P/1.••ER. c.:i:.:cTO~ blK•\O IM 111IRIK Ul•ls·S:R )'~VS:Pi $M1•,LL -gg 11•13T,\l~ED 11'1 P•,C CJMDUl'f /1,MO :GMM[('flsC· TIJ DLC !l[Mll•ID CURl:I. :Ol•ITl<,';C:'f"Qls: SM1ILL. EJETERMIME LEl>IGTI I 01" LE11D 11-1 Wlf.£ PRIOR TO OREJE:Rli'IG PRe l'ORME:D LOOPS. '20 FURNISH AND INSTALL STANDARD TYPE "E" LOOPS. LOOPS TO BE CUT INTO BASE '-::.:.;,I COURSE AND CAPPED. INSTALL 2"C, #6 PULL BOX EVERY 300', ~ 48 STRAND SINGLE-MODE FIBER OPTIC CABLE TO CONTROLLER CABINET AT LO 111[R VILLAS CLUB (APPROX 2000') & ----- 1-¢6 345'j TO X-WALK INSTALL 2"C, 2 DLC CAPPED 3"C BY OTHERS TO SCE VAULT AT STA 38+50 INSTALL 2"C, #6 PULL BOX EVERY 300', ~ 48 STRAND SINGLE-MODE FIBER OPTIC CABLE TO CONTROLLER CABINET AT LJW[R VILLAS CLUB (APPROX 2000') R/W PELICAN EXISTING R4- 0M1-1 , - J I 25• 1--I~ ... ------+· _·_L-l R/W INSTALL 2"C, 2 DLC EXISTING SIDEWALK DRIVEWAY LOOP INSTALLATION SHALL BE COORDINATED WITH DRIVEWAY CONSTRUCTION, PERMIT # NP2005-2999 SCALE: 1" = 20' (P) (P) (P) & FOR SIGNING AND STRIPING, SEE PELICAN HILL ROAD STREET IMPROVEMENT PLAN SHEET NO. 16 POLE SCHEDULE POLE DATA* SIGNAL H.P. SOD. YAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN PHASE QUAD. G) 17-3-100 30' 20' 15' II 250 SV-1-T A MAS SV-2-T --- ® 17-3-100 30' 20' 15' 250 SV-1-T MAS SP-1-CS #= ::;;: ' @ PPB POST 4' -. -----~ ~ © TYPE 1-A 7' -----TP-2-T >~p ~ @ TYPE 15TS 30' -15' 250 SV-1-T -SV-1-T A -~-~- ® 24-4-100 30' 35' 15' 250 SV-2-T 2 MAS SP-1-CS 4P -~ PPl:I POST :ai=) \ ;4lil: @ -PED PUSH BUTTON WITH BICYCLE SIGNS PER CITY STD. 914-L & SPECIAL TIMING CIRCUITRY Ill -LUMINAIRE ARM ROTATED 90' (P) -POTHOLE NEW MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES POTHOLING SHALL BE PERFORMED TO THE PROPOSED POLE FOUNDATION'S FULL DEPTH AND WIDTH. E ;g: POLE LOCATION TYPE "A" SIGN (DOUBLE FACE "s" "E" "c" REFLECTORIZED) STA 30+92 (3,} ,Pelican Hill Road So. \. -(-9') 2.~ ::ffil7 Resort ) 15' -**4' - 14' -**6' - ~-9') -2.5' -& STA 31+57 3'** ~ Resort } $+:,•~ ~,,;e ;§;:§! • -ALL POLES (EXCEPT 1-A OR TYPE 15) SHALL USE LINGO INDUSTRIAL ELECTRONIC MODEL LESV1T (OR APPROVED EQUAL) TERMINAL COMPARTMENTS. ,. -¢2 AND ¢6 V HIGLE HEAD MOUNTED AT 17' •• -C = CENTER OF POLE 3-¢2 25' 10' 4' INSTALL 2"C, //6 PULL BOX EVERY 300', ~ 48 STRAND SINGLE-MODE FIBER OPTIC CABLE TO CONTROLLER CABINET AT NEWPORT COAST DRIVE (APPROX 2500') ----- 1-¢5 ---30+DD _______ _ I- INSTALL 2"C, #6 PULL BOX EVERY 300', ~ 48 STRAND SINGLE-MODE FIBER OPTIC CABLE TO CONTROLLER CABINET AT NEWPORT COAST DRIVE (APPROX 2500') INSTALL 2"C, 2 DLC '• '•. ~~ ·, •. INDUCTIVE LOOP 111 DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR 1 1 1-¢2A 2 2-¢2A EXISTING OM1-1 2 1 3-¢2 ¢6 •1 --INSTALL R3..:IB 25' CONTRACTOR SHALL REFRESH ALL EXISTING STRIPING WITHIN 300' OF THE INTERSECTION ' L .. •,. ,""-.. ' ··,,, if '",.... '-,_ ·,,, ,/? I '· ' ' ~ I ',, "'.., .,it • "-. t/ I ',, ', '-, ' ;11. "'1· / ', #1!._ "--, '-. I ~ it • .,~ // ;"--... • ' 'v >, ', , ;z:. * // 2 1-¢5 1 1-¢6 A 3 2 2-¢6 A 1 3-¢6 4 SPARE 2 1 1-¢4 5 2-¢4 2 1 EVP ¢2+¢5 6 EVP 06 2 Ill = SENSOR UNITS SHALL BE RACK MOUNTED WITH INTEGRAL TIMING CAPACITY PER CHANNEL CALL HOLD: 0-5 SEC. MIN., CALL DELAY: 0-30 SEC. MIN., SPECIAL DETECTOR OPERATION SHALL BE AS NOTED. w N vi 96" 72" - - - 72" @ = SYSTEM SAMPLE -NO OUTPUT TO PHASE A = INTEGRAL CALL HOLD CAPABILITY RECORD DRAWi G Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU OIG PREPARED BY, THIS RECORD DRAWING (SHEET 2) PROVIDES UPDATED INFORMATION REGARDING FIELD REVISIONS TO SPECIFIED SIGNAL EQUIPMENT AND ELEMENTS. ALSO FIELD MODIFICATIONS TO THE LOCATION OF CERTAIN . IDENTIFIED IMPROVEMENTS ARE SHOWN. ALL REVISIONS, AS SHOWN, ARE BASED ON INFORMATION PROVIDED BY THE CONTRACTOR f-"c" 0 H---1-ECR ' w CF POLE LOCATION DETAIL NO SCALE ¢1 - { ¢5 (0-5 SEC. MIN.) PHASE DIAGRAM ¢2 ¢3 04 1 ' ' -iY -- ◄-----► ¢6 ¢7 ¢8 PEI..ICAN HU ROAD sm, IMPROVEMENT rn 3' "O 0 .,. 0 g "-"' a_ u I=' z ;'." (/) ( CONDUCTOR SCHEDULE (.'.) RUN NUMBER :s: CIRCUIT & IA & & & <( 01 --- -- ¢2 3 3 -6 6 03 ----- ¢4 --3 6 6 05 -3 -6 6 06 3 3 3 6 6 ¢7 - --- - ¢8 ----- ¢2P - --- -f-"c" #14 ¢4P -2 -4 4 ¢6P 2 2 -2 2 0 w ¢SP -- ---H--+ECR !1>2PPB-BPB -..,.,-::: -:,.--'.:'.. -:,,-:::: 1/-1/- l'i4PPB-BPB -::,--:'.. Y--:;.< V-V- ¢6PPB-BPB 1./'.'. 1__.----; 1/-M 1/1 l'i8PPB-BPB -::,--:'.. ~ ~ -.✓-:. -- PPB & BPS COMMON 1 1 1 2 2 SPARES 3 3 3 6 6 TOTAL 13 20 10 42 42 TvP :I ---- OPTICOM EVP CABLE --2 4 4 SIGNAL & SIGN COM. 1 1 1 2 2 #10 LUMINAIRES 2 2 2 4 4 & CF POLE LOCA. TION DET A.ii. NO SCALE TOTAL 3 3 3 6 6 ¢1 ----- ¢2 --3 3 3 LOOP ¢3 -- --- DET il4 2 2 -2 2 CABLE ¢5 --2 2 2 2#16 ¢6 -3 -3 3 il7 - -- -- ¢8 - -- -- TOTAL 2 5 5 10 10 SIC ----1 CONDUIT SIZE 3" 3" 3" 2-3" 3-3" BPS = BICYCLE PUSH BUTTON THIS RECORD DRAWING (SHEET 3) PROVIDES UPDATED INFORMATION REGARDING FIELD REVISIONS TO SPECIFIED SIGNAL EQUIPMENT AND ELEMENTS. ALSO FIELD MODIFICATIONS TO THE LOCATION OF CERTAIN IDENTIFIED IMPROVEMENTS ARE SHOWN. ALL REVISIONS, AS SHOWN, ARE BASED ON INFORMATION PROVIDED BY THE CONTRACTOR INDUCTIVE 11.00P 11 DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR 1 1 1-¢2" PHASE DIAGRAM 2 2-I1)2A 01 02 ¢3 04 2 1 3-¢2 2 1-¢5 1 1-¢6A 3 2 2-¢6A 1 3-06 4 SPARE 2 l -------~ -- --< ' j ~ ' ' ' --' I ' 1 1-04 5 2-¢4 2 05 06 07 08 1 EVP ¢2+05 6 EVP 06 2 11 = SENSOR UNITS SHALL BE RACK MOUNTED WITH INTEGRAL TIMING CAPACITY PER CHANNEL Underground Service Alert CALL HOLD: 0-5 SEC. MIN., CALL DELAY: 0-30 SEC. MIN., SPECIAL DETECTOR OPERATION SHALL BE AS NOTED. @ = SYSTEM SAMPLE -NO OUTPUT TO PHASE A = INTEGRAL CALL HOLD CAPABILITY (0-5 SEC. MIN.) Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DEVELOPER, CAPPED 3"C BY OTHERS . TO SCE MAN HOLE ' '· \ \ ' \ \ ' \ . ' AT STA 53+0o---\:-...,--'rt+'i INSTALL 2"C,-"~~\ 2 DLC \ \ ' I I \ \ I I \ \ \ \ \t7-,----- \ ' \ \ 25' \ 8'\ \ • I I \ I ' \ I ' \ I , I \ I\ ' \ \ ~APPED "c \ 1 BY OTHERS JO -EXISTING SIDEWALK __ , -\-j SBE:" ~AN H LE SCALE: 1" FOR SIGNING AND STRIPING, SEE PELICAN HILL ROAD STREET IMPROVEMENT PLAN SHEET NO. 17 DRIVEWAY LOOP INSTALLATION SHALL BE COORDINATED WITH DRIVEWAY CONSTRUCTION, PERMIT # NP2005-2999 -, \ 'f":AT\STA53 00 R/W \I \ ~\ 1 11 -I _2,-1- INSTALL 2"C.,--t-t-• ~ 1 2 DLC I \ \ \ 3 t¢G R/W I ' I I ' I I I I I I I , I I I I , . • I I I ' I I I , I , I ! I I I I I I I \ .,-, I I PREPARED BY, ' \ ---1 I CONNECT T0,1 CAPPED 3"C- • I \ INSTALL 3"C, 3#6 CONDUCTORS, EDISON #3 BOX AT CAPPED 3"C LOCATION R/W (P) (P) (P) & POLE SCHEDULE POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON POLE LOCATION TYPE "A" SIGN (DOUBLE FACE NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN PHASE QUAD. "B" "E" "C" REFLECTOR\ ZED) G) 17-3-100 30' 20' 15' II 250 SV-2-T MAS ---STA 49+52 2.5' Pelican Hill Road So. 0 17-3-100 30' 20' 15' 250 sv 1 T MAS SP-1-CS -=.-----::: / -3' 2.5' {ffll:l: Villa Club 110, sv 1 T" @ PPB POST 4' ------6P E 16' -2.5' - © TYPE 1-A 7' TP-1-T 6P E 16' 2.5' ---~ --- ® TYPE 15TS 30' -15' 250 SV-1-T -SP-1-CS ~ ¼ 3' -2.5' - ® 24-4-100 30' 35' 15' 250 sv 1 TA 2 MAS SP-1-CS '4P -s' STA 50+43 2.5' ~& sv 2 T ' m ~~~ :=i:1~:j: "I= ) -\ :2f:I": ~ ~=I=, ~ ~•~§ ~ - @ -PED PUSH BUTTON WITH BICYCLE SIGNS PER CITY STD. 914-L & SPECIAL TIMING CIRCUITRY II! -LUMINAIRE ARM ROTATED 90" & (P) -POTHOLE NEW MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES POTHOLING SHALL BE PERFORMED TO THE PROPOSED POLE FOUNDATION'S FULL DEPTH AND WIDTH. • -ALL POLES (EXCEPT 1-A OR TYPE 15) SHALL USE LINGO INDUSTRIAL ELECTRONIC MODEL LESV1T (OR A -02 & 06 VEHICLE HEAD MOUNTED AT 17' NOTES THIS SHEET APPROVED EQUAL) TERMINAL COMPARTMENTS 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 MAY 2006, CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 2004 EDITION, 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 ANY 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, AND CONTROLLER IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON THE PLAN. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 300'. PULL BOXES CONTAINING FIBER OPTIC CABLE SHALL BE DESIGNATED AS "TRAFFIC SIGNAL FIBER OPTIC". 6. ALL LOOPS SHALL BE TYPE "E", UNLESS OTHERWISE NOTED ON PLAN, SPACED 1 O' APART. EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS OTHERWISE NOTED. 7. ALL TRAFFIC SIGNAL ANO PEDESTRIAN PUSH BUTTON POLES SHALL HAVE 2-PIECE BASE PLATE COVERS. POLE AND BASE PLATE COVERS SHALL BE POWDER COATED PER NOTE 15. 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 ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 10. ALL SIGNAL HEADS SHALL BE ALUMINUM AND POWDER COATED PER NOTE 15. VISORS AND BACKPLATES SHALL BE COMPOSITE AND PAINTED STANDARD BLACK. 11. PEDESTRIAN HEADS SHALL BE ALUMINUM AND POWDER COATED PER NOTE 15 WITH CONTRACTOR SHALL REFRESH ALL EXISTING STRIPING WITHIN 300' OF THE INTERSECTION L.E.D. TYPE INTERNATIONAL SYMBOL INDICATIONS. 12. ALL VEHICLE HEADS SHALL BE 12" WITH OIALIGHT OR GELCORE L.E.D. INDICATIONS. 13. ALL PEDESTRIAN BUTTONS SHALL BE ADA COMPLIANT. & & 14. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. 15. ALL TRAFFIC SIGNAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, CABINETS, POLES, MAST ARMS, AND HANGERS TO BE POWDER COATED AT AN APPROVED FACILITY PRIOR TO SHIPMENT. PEDESTRIAN AND/OR BICYCLE PUSH BUTTON, FRAMES, VISORS, AND BACKPLATES SHALL NOT BE POWDER COATED. POWDER COATING FINISH COLOR AND SHEEN SHALL MATCH MINERAL BRONZE #10091382/33-9012, OR AS DIRECTED BY PROJECT MANAGER. PAINT SAMPLE TO BE PROVIDED TO CITY AND PROJECT MANAGER PRIOR TO POWDER COATING PROCESS. CONSTRUCTION NOTES @ FURNISH AND INSTALL NEW EIGHT PHASE 820A CONTROLLER ASSEMBLY WITH TYPE R CABINET (PROVIDED WITH AN ADDITIONAL SHELF FOR BBS), DETECTION AS SHOWN, OPTICOM PHASE SELECTORS, AND MISCELLANEOUS AUXILIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED. CABINET SHALL BE POWDER COATED PER NOTE 15. 117:'-FURNISH AND INSTALL MODIFIED TYPE II SERVICE PER CITY OF NEWPORT BEACH \.:.!.;) SPECIAL PROVISIONS STD. 910-L. CABINET SHALL BE POWDER COATED PER NOTE 15. FURNISH AND INSTALL 3M OPTICOM 711 E.V.P. DETECTOR ON SIGNAL MAST ARM USING PELCO ASTRO MINI-BRAC (AB-0121) WITH REDUCER BUSHING 1.5" TO 0.75" OR TO SIGNAL POLE AT 18' USING ASTRO MINI-BRAC AND PELCO 1-WAY 10" NIPPLES ALUMINUM SIDE-OF-POLE (SE-3000) WITH REDUCER BUSHING 1.5" TO 0.75". FURNISH AND INSTALL DIMENSIONS UNLIMITED BATTERY BACK-UP SYSTEM INSIDE OF THE CONTROLLER CABINET PER MANUFACTURER'S REQUIREMENTS AND PROJECT SPECIAL PROVISIONS. BATTERIES SHALL BE INSTALLED ON ADDITIONAL SHELF PROVIDED WITHIN R CABINET. FURNISH AND INSTALL MYERS POWER PRODUCTS SIDEMOUNT COMMUNICATIONS CABINET MEA-800. COIL 25 FEET OF FIBER OPTIC CABLE IN COMMUNICATIONS CABINET. LABEL CABLE ACCORDINGLY. CABINET SHALL BE POWDER COATED PER NOTE 15. FIBER OPTIC CABLE SHALL BE Ff:3I,I 221l:lllll3 bT38 (l)!(I:![,. I T1I1orn.:n). IN A 12/10mm RED MICRODUCT. COIL A MINIMUM OF 10' OF FIBER OPTIC CABLE IN EACH PULL BOX. FURNISH AND INSTALL ~~t~R~:IA~~l~~9f:k, ~:tT~wFci~~.~D Pi~0 ~~~:~6R~ovJg~ E(~~~~ 1' BEHIND CONCRETE PAVER. DETECTOR LEAD-IN WIRE UNDER PAVER SHALL BE INSTALLED IN PVC CONDUIT AND CONNECTED TO DLC BEHIND CURB. CONTRACTOR SHALL DETERMINE LENGTH OF LEAD-IN WIRE PRIOR TO ORDERING PRE-FORMED LOOPS . w N Vi 96" 72" - - - 72" PELICAN HILL ROAD STHl:E I IMPROVEMENT 0, "' "O ci .,,. 0 0 ...J Q_ "' 0.. '-' I:!: z ~ NOTES THIS SHEET 1. ALL WORK, MA TERI AL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY 2006, CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 2004 EDITION, 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 ANY 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 4B 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, AND CONTROLLER IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON THE PLAN. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 300'. PULL BOXES CONTAINING FIBER OPTIC CABLE SHALL BE DESIGNATED AS "TRAFFIC SIGNAL FIBER OPTIC". 6. ALL LOOPS SHALL BE TYPE "E", UNLESS OTHERWISE NOTED ON PLAN, SPACED 10' APART. EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS OTHERWISE NOTED. 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. ALL SIGNAL HEADS SHALL BE COMPOSITE. 10. PEDESTRIAN HEADS SHALL BE L.E.D. TYPE INTERNATIONAL SYMBOL INDICATIONS. 11. ALL VEHICLE HEADS SHALL BE 12" WITH DIALIGHT OR GELCORE L.E.D. INDICATIONS. 12. ALL PEDESTRIAN BUTTONS SHALL BE ADA COMPLIANT. 13. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. 14. THE NEW CONTROLLER CABINET, SERVICE CABINET, COMMUNICATIONS CABINET, BEACON POLE AND CABINET SHALL BE POWDER COATED AT AN APPROVED FACILITY PRIOR TO SHIPMENT. POWDER COATING FINISH ADVANCED FLASHING INS"ft,LL :i":, 3#8 ~[PivI::c COHEUCiM$ r: e:CJf;ClsJ F!Uttso:w: COLOR AND SHEEN SHALL MATCH MINERAL BRONZE #10091382/33-9012, OR AS DIRECTED BY PROJECT MANAGER. PAINT SAMPLE TO BE PROVIDED TO CITY AND PROJECT MANAGER PRIOR TO POWDER COATING PROCESS. EXISTING 2"C WITH 6 PR #22 TWISTED, SHIELDED IC TO CONTROLLER AT PACIFIC COAST HIGHWAY (APPROX 1849' 'i:, TO 'i:_) 15. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CHECK AND _ _- VERIFY THE AMOUNT OF AVAILABLE SIC SLACK TO ACCOMMODATE ,\.\\ __ RELOCATION OF TRAFFIC SIGNAL CONTROLLER CABINET. IF ~--~-• EXISTING SIC CAN NOT BE REUSED, CONTRACTOR SHALL REPLACE __ __. __ ---\\\,_..... _ WITH FIBER OPTIC CABLE AND PROVIDE NECESSARY EQUIPMENT ____ --_-_:.>,-- TO CONNECT FIBER AT NEW CONTROLLER CABINET. --· INDUCTIVE LOOP e DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR 1 1 1-¢5 2 1-¢2(SD-2)A 2 1 2-¢2 2 3-¢2 1 1-01 3 2 1-06(SD-6)A 1 2-¢6 4 2 3-¢6 1 1-¢7 5 2 1-04(SD-4)A 1 3-¢4 6 2 4-¢4 1 1-¢3 7 2 1-¢8 1 2-¢8 8 2 2-¢7 Eil = SENSOR UNITS SHALL BE RACK MOUNTED WITH INTEGRAL TIMING CAPACITY PER CHANNEL CALL HOLD: 0-5 SEC. MIN., CALL DELAY: 0-30 SEC. MIN., SPECIAL DETECTOR OPERATION SHALL BE AS NOTED. 9 = SYSTEM SAMPLE -NO OUTPUT TO PHASE A = INTEGRAL CALL HOLD CAPABILITY (0-5 SEC. MIN.) CONSTRUCTION NOTES EXISTING 2"C WITH PULLROPE, 1 DLC AND 4 #10 @ REMOVE EXISTING 8¢ MUL TISONICS 820 SYSTEM CONTROLLER ASSEMBLY, TYPE Ill-BF SERVICE, INTERCONNECT CABINET AND FOUNDATIONS. EXISTING CONTROLLER PLUS ALL EQUIPMENT TO BE SALVAGED TO THE CITY OF NEWPORT BEACH. @ FURNISH AND INSTALL NEW EIGHT PHASE 820A CONTROLLER ASSEMBLY WITH TYPE R CABINET (PROVIDED WITH AN ADDITIONAL SHELF FOR BBS), DETECTION AS SHOWN, OPTICOM PHASE SELECTORS, AND MISCELLANEOUS AUXILIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED. '18' FURNISH AND INSTALL MODIFIED TYPE II SERVICE PER CITY OF NEWPORT BEACH SPECIAL PROVISIONS \.'..'.:) STD. 910-L. RELOCATE EXISTING EDISON METER TO NEW SERVICE. FURNISH AND INSTALL DIMENSIONS UNLIMITED BATTERY BACK-UP SYSTEM INSIDE OF THE CONTROLLER CABINET PER MANUFACTURER'S REQUIREMENTS AND PROJECT SPECIAL PROVISIONS. BATTERIES SHALL BE INSTALLED ON ADDITIONAL SHELF PROVIDED WITHIN R CABINET. 1,. 1,. EXISTING 2"C WITH PULLROPE, 1 DLC AND 4 #10 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 24' FURNISH AND INSTALL TYPE 1-A (12' HEIGHT) ADVANCED FLASHING BEACON ASSEMBLY AT EXISTING W3-3 SIGN (STA. 15+00) PER LATEST CALTRANS STANDARD PLANS ES-7J, INCLUDING A NEW TYPE 337 CABINET AND ALL NECESSARY EQUIPMENT FOR FLASHER OPERATION. BE ACTIVATED VIA TWO ADVANCED TYPE "E" LOOPS AT STA. 17+39 AND SHALL BE CONTROLLED BY A STANDARD DETECTION CARD WITH DELAY AND EXTENSION CAPABILITIES. BEACON SHALL BE DEACTIVATED 5 SECONDS AFTER LAST VEHICLE DETECTION. CONTRACTOR SHALL PROVIDE EXTRA DETECTION CARD TO CITY AT TURN-ON. RECORD DRAWi DEVELOPER< PREPARED BY• / / PHASE • FUNCTION • SEQUENCE DIAGRAM EXISTING 2"C WITH 1 DLC AND IC I 0 i..., i-r--i-ECR i..., ' 0 ~ ,f<--·--=·B_"-~..,.-~·--=·B'+l" }) ......__--J--_O_j_ CF POLE 11.0CA. TION DETAIL NO SCALE VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION FUNCTION TYPE COORDINATED FUNCTION • * Determined by Master Computer During Coordination Operation SCALE: 1" = 20' EXISTING R26(CA) EXISTING 2"C WITH 6 PR #22 TWISTED, SHIELDED IC TO CONTROLLER AT PROVENCE POLE DATA (APPROX 1,600' ct TO 'i:,) --~ o~-=---i:1=~ I EXISTING 2"C WITH 1 DLC AND IC DRIVE " II I I I I I )--7 I I I 1-¢6 I LJ - --!" I 1"7 I I I 1-¢6 I I I I LO ------~ -405' TO LIMIT LINE r 1 --' -.,/'_ =·{ _ _J .. J:--¢6_ ----·r-----------·------------- 33+00 ' ' ---S&--SS- H.P. SOD. VAP. POLE SCHEDULE SIGNAL HEADS AND MOUNTINGS _) 5 s • f 1+5 I ( ----- l ! ! I ( \___ ~ ------ 1 6 2 7 3 8 4 s DP DP s s DP DP * • • • • * * 1+6 I l ( ·1 3+8 : I 2+6 I 3+7 I 4+8 I J ( J I 2+5 I 4+7 : I ('.) s: <{ CONDUCTOR SCHEDULE m RUN NUMBER CIRCUIT ¢1 3 6 6 ¢2 3 3 3 3 03 3 6 6 ¢4 3 6 6 ¢5 3 3 3 6 6 ¢6 3 3 ¢7 3 3 3 3 ¢8 3 3 3 6 6 ¢2P 2 2 - 2 2 #14r:-;-:------t--=-t--=-+-;-+-:--+-:-i ¢8P 2 2 2 4 4 (b2PPB 1 1 - 1 1 ¢4PPB - 1 - 2 2 (b6PPB - - 1 2 2 ¢8PPB 1 1 1 2 2 PPB & BPB COMMON 1 1 1 2 2 SPARES 3 3 3 6 6 TOTAL 22 31 19 68 68 :/ 1 2 ISNS 2 2 2 4 4 3:/:/:20 OPTICOM E.V.P. - - -4 4 SIGNAL & SIGN COM. 1 1 1 2 2 #10rL_U_M_IN_A_IR_E_s ___ -l-_2_+-2--t-_2 __ 4--lc-4-I ADV FLASH BEACON - 4 - 5 5 TOTAL 3 7 3 11 11 ~ - - 1 1 1 ¢2 -3 -3 3 LOOP 03 1 1 - 1 1 1---------+--+--+---+--+---I DET ¢4 ---3 3 1--------+---+--t----+--l----l CABLE ¢5 -1 -1 1 1---------+--+--+---+--+---I 2#16 rll_6 ______ --+---+-----+-3-+--3--t-3--1 2 2 2 2 2 2 TOTAL 3 7 4 16 16 SIC 3 CONDUIT SIZE 3" 3" 3" 2-3" 3-3" 9 INSTALL NEW CONDUIT Eil ALL NEW CONDUCTORS EXCEPT DLC. DLC MAY BE SPLICED FROM PULL BOX TO NEW CABINET LOCATION. PED. PUSH BUTTON POLE LOCATION SIGNAL t----,------,-----j 1----.----+-----,----,-----+----.---+---.--,--M.A. NO. TYPE "A" SIGN (DOUBLE FACE) w N vi TYPE HEIGHT M.A. WATTS VEHICULAR M.A. PEDESTRIAN PHASE QUAD. 118" "E" "C" G) 29-5-70(E) 30' 50'(E) 15'(E) 250 SV-1-T(E) 2 MAS(E) SP-1-CS(E) 4P NE 14' 3' Pelican Hill Road So.(E 96" 1-A(E) 10' TV-2-T(E) SP-1-CS(E) 6P -SE 16' 3' Q) 26-4-70(E) 30' 40'(E) 15'(E) 250 SV-1-T(E) 2 MAS(E) SP-2-CS(E) 6P SE 16' 3.5' Newport Coast Dr.(E) 96" 1-A(E) 10' TV-1-T(E) SP-1-CS(E) BP SW 14.5' 3.5' - 29-5-70(E) 30' 55'(E) 15'(E) 250 SV-1-T(E) 2 MAS(E) SP-1-CS(E) 6.5' 3' Pelican Hill Road So.(E 96" @ PPB POST(E) 3' BP NW 16' -3.5' - (J) 1-A(E) 1 o· TV-2-T(E) SP-1-CS(E) 2P SW 15' 3' @ 19-4-709(E) 30' 30'(E) 15'(E) 250 SV-1-T(E) 2 MAS(E) SP-1-CS(E) 2P NW -14.5' 5.5' Newport Coast Dr.(E) 96" @ 1-A(E) 10' TV-1-T(E) SP-1-CS(E) 4P NE 13.5' -3' G L.....;@aao__.._1_-_A_(_Nl _ _,__1_2_· ___. __ -_ _,__-_ _,__-_.,_ __ -__ _,__-_ ___. __ -__ ..L,._-_ ...... __ -_ _.__sT_A_1_5+_0_0..L,._2._5_' ,__-_______ _,__-__. (E) -EXISTING EQUIPMENT (N) -NEW EQUIPMENT PELICAN HU. ROAD l:slRl:E I IMPROVEMENT FURNISH AND INSTALL 3M OPTICOM E.V.P. DETECTOR ON SIGNAL MAST ARM USING PELCO ASTRO p1·rzadeh TRAFFIC siGNAL MooiFicAT,oN MINI-BRAC (AB-0121) WITH REDUCER BUSHING 1.5" TO 0.75" OR TO SIGNAL POLE AT 22' USING THE IRVINE COMPANY F... .,1/1 f,/@, ASTRO MINI-BRAC AND PELCO 1-WAY 10" NIPPLES ALUMINUM SIDE-OF-POLE (SE-3000) WITH &ASSOCIATE S,IN C. Ll.'s 2/5/09 /'{Y RECORD DRAWING. REVISED TRAFFIC SIGNAL . c,t( NEWPORT COAST. DR/PELICAN HILL RD '\,R..,E,,_D.,.u .... c ... E.,.R-B ... u_s.,,.H...,IN..,G,....,.1 .... 5_".,.T._.o.._,.o ..... 7.._5,..".,.· ..,..,....,. __ ..,.......,.......,...,,...,...,.·.....,...,,. ______ .....,.,....,...,..,,,....,..,,....,.... .............. ---..,. &. 550 NEWPORT CENTER DR IVE 30 Execu live Park t: (949) 851-1367 CONTROLLER, CONDUIT, AND PULLBOX LOCATIONS. o.. @ FURNISH AND INSTALL MYERS POWER PRODUCTS SIDEMOUNT COMMUNICATIONS CABINET MEA-800. NEWPORT BEACH, CALIFORNIA Suite 270 f:(949) 851-5179 DESG ED DRAWN 802 2 ~ COIL 25 FEET OF FIBER OPTIC CABLE IN COMMUNICATIONS CABINET. LABEL CABLE ACCORDINGLY. Irvin~~ _;26 -6 www.pirzadeh.com REVISED SIC SPECS. REVISED STREET NAME. 1 N PH PH CITY OF NEWPORT BEACH t:,j CABLE SHALL BE fRZ~,I ZZRl>IIMG 11bTOO (#Qll[Vi<I T•IIOIDlO) IN A 12/10mm RED MICRODUCT. (949)720-2200 -~~~-...,,,.~~E'~W::,,..==-'==-=-=-=-==DATE~t/re@z 11--+---t---+--------------+--+,C"'HE"'C::-:;KED=----'--+.0:-:-ATE=-----ll .. ---~~---, ,'.ii L=~~cgo1~L::::A~M~IN~l~M~U~M~O~F~1~0:::' ~O~F~C~A~B~L~E~l~N~E~A~C~H~P~U~LL:d:B~O~X:::. :::::;;;:;:::::;;~::::::;;;::;::::;;:::::::::::::::::::::::~::::::::::::::.. ___ J. _____ ====-===-------=J.-1i!i[m~RJK~.JP~IR~Z~A~Hi,JREc~E=3~5~2183~E~XP~IR~E[i9;...:~30~=10~9===::.....1_~::==---...1~N~O.J,!D:ATE~~B:YJ.=--~DE:S~CR:1P:TI~O~N.'.:O~F!RE~Vl:S~IO:Ns:... __ _L_,;A:P:P·~o.L ............ ~P~K;J.:...::.111,3~0~/~07~-P:U~B~L~l~C~W:o:::R:K~S~D~E:P:A~R~T~M:E:N:T~J.:S:HE~E~T.,;4~~0:F;4~ T-':Jqrrfo-S