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HomeMy WebLinkAboutT_6050_Se PROJECT LOCATION VICINITY MAP NOT TO SCALE TRAFFIC SIGNAL GENERAL NOTES 1.TRAFFIC SIGNAL AND HIGHWAY LIGHTING EQUIPMENT AND THE INSTALLATION THEREOF SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION, THE STANDARD PLANS FOR PUBLIC WORKS CONS1'RUCTION (SPPWC), LATEST EDITION, THE CAL TRANS STANDARD PLANS AND SPECIFICATIONS (2015 EDITION), THE CAL TRANS STANDARD PLANS AND SPECIFICATIONS (2010 EDITION -FOR TRAFFIC SIGNAL STANDARDS/POLE, FOUNDATIONS, ANCHOR BOLTS, AND ANCILLARY ITEMS ONLY), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD), DATED 2014, THIS PLAN, AND THESPECIAL PROVISIONS. 2.ALL VEHICLE INDICATIONS SHALL BE 12" LED RED, LED AMBER, AND LED GREEN. 3.ALL CONDUIT SHALL BE MIN SIZE 2" RIGID NON-METALLIC AND PULL BOXES SHALL BE #6, UNLESS SHOWN OTHERWISE. 4.ALL PEDESTRIAN INDICATIONS SHALL BE LED COUNT-DOWN PEDESTRIAN HEADS. 5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATIONOF ALL UNDERGROUND FACILITIES, AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR SHALLBEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED DURING CONSTRUCTION. 6.EXCEPT AS OTHERWISE NOTED, INDUCTIVE LOOP DETECTORS SHALL BE 6' DIAMETER CAL 1'RANSTYPE E INSTALLATION AND CENTERED IN 1'RAVEL LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY INADVANCE OF THE CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. SEE CITY STANDARD DRAWINGNO. 923-L. 7.CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDELINE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 8.NEW PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL BE MOUNTED AT 3'-6" ABOVE THE FINISHEDSURFACE, MEASURED FROM THE SURFACE WHERE THE PEDESTRIAN IS LOCATED. PEDESTRIAN PUSHBUTTON ASSEMBLIES SHALL COMPLY WITH ADA REQUIREMENTS. 9.COORDINATE ELEC1'RICAL SERVICE DETAILS AND SCHEDULING WITH SOUTHERN CALIFORNIA EDISON. CONTACT JEFF AZULA AT (714) 895-0573 OR KELLY JANESKI AT (714) 895-041D. 10.ANY MODIFICATION OF OR CHANGES TO APPROVED PLANS MUST BE APPROVED BY THE CITYENGINEER. 11.LOCATION OF UNDERGROUND FACILITIES ARE APPROXIMATE. THE CON1'RACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATION AND VERIFY ALL CONDITIONS ON THE JOBSITE PRIOR TOORDERING POLES. 12.THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES BYLOCATING ALL UTILITIES PRIOR TO CONS1'RUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OFOBS1'RUCTION. COORDINATE POLE INSTALLATION WITH OVERHEAD UTILITY AND SUBSTRUCTUREOWNERS. CONTACT UNDERGROUND SERVICE ALERT AT 811 48 HOURS PRIOR TO CONSTRUCTION. 13.ALL EXISTING CONDUIT NOT SHOWN TO BE ABANDONED SHALL BE REUSED. (OR ALL EXISTING CONDUIT NOT SHOWN TO BE REUSED SHALL BE ABANDONED.) 14.ALL CONDUCTORS SHALL BE REPLACED WITH NEW, INCLUDING CONDUCTORS IN POLES AND MASTARMS. BASIS OF BEARINGS: 811 Know what's below.Call 811 before you dig. N/A BENCHMARK: N/A PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL REHABILITATION PROJECT FY 2019-2020 PROJECT NO. 20T01 PROJECT LOCATIONS: IRVINE AVENUE AT UNIVERSITY DRIVE SUPERIOR AVENUE AT HOSPITAL ROAD SAN MIGUEL DRIVE AT PORT RAMSEY PLACE C-7818-1 DATE: Z-t1J-2.6U . HOULIHAN, PE, DEPUTY DIRECTOR/ CITY ENGINEER PREPARED BY: ,,.._AADVANTEC Consulting Engineers � Traffic+ ITS+ Communications+ Systems+ Electrical 1200 Roosevelt Tel: (949) 861-4999 Irvine, CA 92620 Fax: (949) 502-5522 www.advantec-usa.com REVIEW D BY: 02/13/20 OHN A DORADO II, PE DATE R.C.E. No. 74405 Exp. 09/30/2021 DRAWN BY: MO DATE: 02/13/20 APPROVED BY: GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BECONSTRUCTED IN ACCORDANCE WITH 2010 CALTRANS STANDARD SPECIFICATIONS AND PLANS, 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD), THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD PROVISIONS, THESE PLANS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELDPRIOR TO BEGINNING CONSTRUCTION. 3.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISHTO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4.P.C.C, SHALL BE CLASS 560-C-3250. 5.THE CONTRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION IN-KINO AND TOTHE SA TI SF ACTION OF THE ENGINEER. 6. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO. SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADEPER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 7.PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OFEXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 8.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTIONOF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FORCORRECTION. 9.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR�CE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED ANDCALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 10.ALL CONCRETE SIDEWALK, ADA ACCESS RAMP, ASPHALT CONCRETE (AC) AND PORTLAND CEMENT CONCRETE (PCC) PAVEMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND INACCORDANCE TO THE CITY OF NEWPORT BEACH REQUIREMENTS. THE REMOVAL LIMITS SHALL BEOUTLINED AND ACCEPTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO REPLACEMENT. COSTS FOR REPLACEMENT SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT BID ITEM PRICE PER UNIT (IF INDICATED) AND/OR UNDER VARIOUS BID ITEMS OF WORK PER THE SPECIFICATIONS WITH NOADDITIONAL COMPENSATION, UNLESS APPROVED OTHERWISE BY THE ENGINEER. 11.STRIPING AND PAVEMENT MARKINGS (PAINT OR THERMOPLASTIC) THAT IS REMOVED OR DAMAGEDDUE TO CONSTRUCTION SHALL BE REPLACED IN-KIND BY THE CONTRACTOR TO THE SATISFACTIONOF THE ENGINEER. NO. 1 2 3 4 5 EMERGENCY TELEPHONE NUMBERS COMPANY/AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY DAY (800)624-8153 (BOO) 611-1911 AT&T TELEPHONE COMPANY (800)332-1321 CITY OF NEWPORT BEACH UTILITIES DIVISION (949)644-3011 ORANGE COUNTY SANITATION DISTRICT (714)962-2411 TIME WARNER CABLE (714)542-6222 COX COMMUNICATIONS (866)961-D499 NIGHT (949)644-3717 UTILITY REPRESENTATIVES UTILITY UNDERGROUND SER�CE ALERT AT & T AT & T COX COMMUNICATIONS SO. CALIFORNIA EDISON SO. CALIFORNIA EDISON IRWD MESA CONSOLI DA TED WATER DISTRICT ORANGE COUNTY SANITATION DISTRICT THE GAS COMPANY TIME WARNER CABLE REPRESENTATIVE LESLIE MONTY DOUG GALVERY MARTY ZUPANCIC TIM MCGINNIS KIM GURULE MALCOLM CORTEZ PATTI REYNOLDS VICKY FRANCIS DAVE BALDWIN JOE BARRIOS PHONE 811 (714)666-5467 (714)237-6156 (949)546-2802 (714)895-0292 (714)796-9932 (949)453-5551 (949)631-1291 (714)593-7319 (714)634-3267 (714) 903-8337 SHEET INDEX DESCRIPTION TITLE SHEET TRAFFIC SIGNAL MODIFICATION PLAN TRAFFIC SIGNAL MODIFICATION PLAN TRAFFIC SIGNAL MODIFICATION PLAN DETAIL SHEET APPROVAL RECOMMENDED: LOCATION IR�NE AVENUE AT UNIVERSITY DRIVE SUPERIOR AVENUE AT HOSPITAL ROAD SAN MIGUEL DRIVE AT PORT RAMSEY PLACE CCTV INSTALLATION DETAIL C-7818-1 TRAFFIC SIGNAL REHABILITATION PROJECT FY 2019-20 TITLE SHEET CHECKED BY: JD DATE: 02/13/20 1-0_E_SIG_N _Eo_BY_: __ E_B��□-A_JE_:_0 _2/_1_3/_2_0 _, -C�-TY-�-T;-:-:-:i-;_,1,_r,'<--r-�E-•R_► __ R_C_E_N_O_. _4_55 _2_1 _.2_-_✓-���A-;_z;_<?I ERIC LOKE, RCE 60232 SENIOR CIVIL ENG INEER DATE: 0l./!f,/2.Dt.O CITY OF NEWPORT BEACH T-6oso-s PUBLIC WORKS DEPARTMENT SHEET 1 OF 5 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CITY OF COSTA MESA c..,~ !:<>.:, "'a )\, Cl TY OF ~ IRVINE ~ ■ • CITY OF NEWPORT BEACHPUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL REHABILITATION PROJECTFY 2019-20 JOHN A .DORADO I I 52 IRVINE AVENUE AT UNIVERSITY DRIVE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONDUCTOR SCHEDULE AWG POLE PHASES &. & & &. &. & IA. ~ ~ # 1 01, 06, 06P / 04PPB ~-~-~-~-~-~-~-~-1_..........., .2 03, 04, 04P / 06PPB, 04BPB ~-~-~-~-~-~-~-1_..,.....-2 1_..,.....-2 12 WIRE 3 03, 08, 08P ~-~-~-~-~-~-1_..,.....--1_..,.....--1_..,.....--CONDUCTOR CABLE 4 / 06PPB -:..------:..------:..-----/""--:..------:..-----1/l 1/l 1/l 5 05, 06, 06P / 08PPB, 06BPB ~-~-~-~-~-1_..,.....-2 1_., .. ....-2 1_..,.....-2 1_..,.....-2 6 02, 05, 02P / 08PPB v 1 v1 v1 i-----1 _ _..,....... _ _ _..,....... _ _ _..,....... _ _ _..,......._ 1_..,.....-1 7 07, 08P / 02PPB, 08BPB /""-Y2 Y2 Y2 /""-/""-~-~-V-2 3 WIRE 8 04, 07, 04P / 02PPB /""-~-Vi L---1 /""--~ ~ ~-.J,.----'""1 CONDUCTOR 9 ¢1, 02, fJ2P / ¢4PPB ~-~-~-1_..,.....-1 -_..,.....-_ -_..,.....-_ -_..,.....-_ ~-i-----1 CABLE TOTAL CABLES V-1 1/""'3 V'4 1..----"5 /""-V-2 1/""'3 ~5 §..-41 /112 IISNS 2 2 2 2 - -2 2 4 #10 LUMINAIRE 2 2 2 2 -2 2 2 4 EVP CABLE (M-138) 1 1 2 2 - -1 1 4 CCTV CABLE --1 1 - - --1 ¢1 - --- -1 1 1 1 ¢2 - ---5 - -- - ¢3 -1 1 1 - - - -1 TYPE B ¢4 - ---- - -2 2 DETECTOR ¢5 - - -1 - - - --LEAD-IN CABLE ¢6 4 4 4 4 - --- - ¢7 - --- - - -1 1 ¢8 -2 2 2 - ---2 TOTAL -3 3 3 6 5 5 8 11 CONDUIT SIZE 2· 3• 4"(N) 4°(111) 3• 2· 3• 4"(N) ~-4"(N) PERCENT FILL 24.9% 24.5% 24.9ll: 29.8% 14.4ll: 35.2% 26.5% 23.0% 30.5ll: AB-121 ASTRO MINI-BRAC OR EQUAL PHASE DIAGRAM __) ADVANCE DETECTION SPEED LIMIT: IRVINE AVENUE = 45 MPH '--::::::::C~~~--OPTICAL ASSEMBLY (MODEL 722) DETAIL "A" E. V.P. DETECTOR MOUNTING DETAIL ! I 1!14 I ! 1!18 R/W !{} 92 ~ I 5' • . • 14' ...,:-----H;---I -so------,._ I I I I 1111 II I I R/W POLE SCHEDULE STANDARD MAST ARM L.E.D. LED I.1.S.N.S. SIGNAL MOUNTING PED PUSH BTN BIKE PUSH BTN No. TYPE HEIGHT SIGNAL LUM LUMINAIRE LEGEND VEHICLE PED PHASE ARW G) ■ 26-4-100* 30' 45' 15' 133W University 2-MAS SV-1-T SP-1-T ¢4 LT @ ■ 15TS* 30' 15' 133W SV-2-T SP-1-T !1)6 RT @ • 26-4-100* 30' 40' 15' 133W Irvine Ave 2-MAS SV-1-T SP-1-T 0· PPB 3'-1011 06 LT 15TS* 30' 15' 133W SV-2-T SP-1-T ¢8 RT 26-4-100 • 30' 45' 15' 133W University 2-MAS SV-1-T SP-1-T ¢8 LT 0 15TS* 30' 15' 133W SV-1-T SP-1-T ¢2 RT ® • 24-4-100 30' 35' 15' 133W Irvine Ave 2-MAS SV-1-T SP-1-T 02 LT 15TS* 30' 15' 133W SV-2-T SP-1-T 04 RT 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (E) = EXISTING; (R) = RELOCATED. 2. PEDESTRIAN INDICATIONS SHALL BE LED COUNTDOWN TYPE. 3. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B PUSH BUTTON ASSEMBLY PER CALTRANS STANDARD PLAN ES-SC, DETAIL B. 4. SIGNAL HEADS SHALL HAVE 12• LED INDICATIONS. 5. I.1.S.N.S. SHALL BE EDGE LIT LED PER DETAIL IN SPECIAL PROVISIONS AND PER CITY OF NEWPORT BEACH STD. DRAWING No. 916-A. SIGN PANELS SHALL BE BLUE COLOR WITH CITY LOGO. SIGN PANELS SHALL BE APPROVED BY CITY PRIOR TO FABRICATION. * CONTRACTOR SHALL POTHOLE ALIL MAST ARM POLE LOCATIONS AS FIRST ORDER OF WORK PRIOR TO ORDERING. ■ CONTRACTOR SHALL VERIFY THE RISE OF THE PROPOSED LUMINAIRE MAST ARM DOES NOT CONTACT AND PROVIDES THE PROPER RADIAL CLEARANCE FROM EXISTING OVERHEAD LINES PRIOR TO ORDERING POLE. EX. SD VAULT EX. 1.5"C., 48 SMFO EX. 1.5"C., 48 SMFO EX. 1.5"C., 48 SMFO EX. 1.5"C., 48 SMFO TO MESA DRIVE EX. 1.5"C., 48 SMFO PHASE ARW LT LT !118 LT B *LOCATION A 8' 11.5' 9.5' 19' 10' 11' 8' 15.5' 3.5' A B.C.R. "' cj w B 5' 4' 3' 3' 3' 3' 4' 3' 3' (D ~~~~,,.,...;..,.~~: r.--fi~;~~-AVENUE EX. 2"C., INSTALL 2-DLC I POLE LOCATION DETAIL ;.,-, 0 LO N - - s -----_ -_ ~c1==:::::::- 1-1112 w - 2 LOOPS -so- ~~--cc::=--\=-=~-=--=~ R/W \ EX. 2"C., - 48 SMFO TO SANTA ISABEL AVE ---, ' -{ w:-........... SD - CONSTRUCTION NOTES (FOR THIS SHEET) [j] IT] FURNISH AND INSTALL TYPE P-44 CABINET ASSEMBLY COMPLETE WITH DOOR ON STREET SIDE. FURNISH AND INSTALL ECONOLITE COBALT CONTROLLER, EMERGENCY VEHICLE PRE-EMPTION (EVP) RACK AND 764 PHASE SELECTOR UNITS. DETECTION SHALL BE PROVIDED AS SHOWN. RELOCATE EXISTING CISCO IE-3000 ETHERNET SWITCH AND COHU POE AUXILIARY EQUIPMENT FROM EXISTING CABINET. CONTRACTOR TO MAKE ALL CONNECTIONS AND MODIFICATIONS AS NEEDED FOR THE INTENDED OPERATION SHOWN. REMOVE EXISTING FOUNDATION AND CONSTRUCT NEW FOUNDATION PER CITY STANDARD 910-L. CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNAL CABINET, CONTROLLER ASSEMBLY (ASC/3-2100), CISCO ETHERNET SWITCH, AND TYPE II SERVICE ENCLOSURE ADJACENT TO EXISTING LOCATION IN ORDER TO MAINTAIN TRAFFIC SIGNAL OPERATIONS DURING CONSTRUCTION. FURNISH AND INSTALL 120/240V TYPE II ELECTRICAL SERVICE ENCLOSURE WITH 100AMP METER. BREAKERS SHALL BE 100A MAIN, 50A FOR METERED SIGNAL, 30A FOR UNMETERED LUMINAIRES, 15A FOR METERED I.I.S.N.S., AND 15A METERED SPARE. SEE STANDARD DRAWING STD-910-L FOR DETAILS. FURNISH AND INSTALL NEW GTT EVP OPTICOM MODEL 722 OPTICAL DETECTOR. (PHASES AS SHOWN). DETECTOR SHALL BE PARALLEL TO ROADWAY. CONTACT GTT EVP COMPANY REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. SUPPLY AND INSTALL MODEL 138 DETECTOR CABLING. FOR MOUNTING, SEE DETAIL "A". RELOCATE CCTV CAMERA ASSEMBLY, CABLE, AND MOUNTING HARDWARE TO NEW POLE. CCTV CAMERA SHALL BE POINTED TO THE MIDDLE OF INTERSECTION. SEE DETAIL SHEET 5 OF 5. FURNISH AND INSTALL BATTERY BACKUP SYSTEM (BBS) COMPLETE WITH BATTERIES ( 4EA) ON NEW SIDE MOUNT ENCLOSURE PER CITY SPECIFICATION. INSTALL DETECTOR LOOPS PER THIS SHEET AND "LOOP DETECTOR DETAIL" IN THE SPECIAL PROVISIONS NO.'S 923-L-A & 923-L-B. [fil INSTALL 2" SCHEDULE 80 PVC CONDUIT WITH DLC(S), AS SHOWN. FURNISH AND INSTALL NEW NO. 5 PULL BOX. [ill [g] REMOVE AND SALVAGE EXISTING POLE/MAST ARM, VEHICLE HEADS (3), MAST ARM SIGN, IISNS, EVP, LUMINAIRE MAST ARM, LUMINAIRE, PPB ASSEMBLY, PED HEAD, AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING POLE, VEHICLE HEAD, PPB ASSEMBLY, BPB ASSEMBLY, PED HEAD, AND ALL OTHER ITEMS NECESSARY TO INSTALIL INTENDED EQUIPMENT. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING POLE/MAST ARM, VEHICLE HEADS (2), MAST ARM SIGN, IISNS, LUMINAIRE MAST ARM, LUMINAIRE, PPB ASSEMBLY, PED HEAD, AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. /4 - / @) REMOVE AND SALVAGE EXISTING POLE, VEHICLE HEADS (2), PPB ASSEMBLY, BPB ASSEMBLY, PED HEAD, AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. (B] REMOVE AND SALVAGE EXISTING TYPE P CABINET AND ECONOLITE ASC/3-2100 CONTROLLER. RELOCATE EXISTING CISCO ETHERNET SWITCH AND POE AUXILIARY EQUIPMENT TO NEW CABINET. ~ ~ @I ~ ~ ~ llil REMOVE AND SALVAGE EXISTING TYPE II SERVICE. FURNISH AND INSTALL SIGN(S) ON MAST ARM (AS NOTED) PER CAL TRANS STANDARD PLAN ES-7N, DETAIL "U". INSTALL 2" SCHEDULE 80 PVC CONDUIT, PULL TAPE, AND BOND WIRE. REMOVE EXISTING 6-SMFO DROP CABLE FROM EXISTING CONDUIT AND CABINET. INSTALL NEW 6-SMFO DROP CABLE IN NEW CONDUIT FROM SPLICE ENCLOSURE TO NEW CABINET. FURNISH AND INSTALL NEW NO. 840 PULLBOX. FURNISH AND INSTALL NEW NO 6 PULILBOX. CONSTRUCT ADA CURB ACCESS RAMP PER "CASE" AND/OR "DETAIL" AS NOTED PER CITY STANDARD DRAWING NO. STD-181 SHEETS 1 TO 3. REMOVE EXISTING RAMP. RECONSTRUCT P.C.C. SIDEWALK SURROUNDING ACCESS RAMP FROM ECR TO BCR (AS NEEDED). SEE CONSTRUCTION NOTE 22 FOR DETAILS AND QUANTITIES. REMOVE AND RECONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD DWG NO. STD-180-L IN THE SPECIAL PROVISIONS. APP ROXI MA TE AREA PER SQUARE FOOT (SF) AS NOTED. ENTIRE SIDEWALK PANELS SHALL BE REPLACED FROM SCORELINE TO SCORELINE. INSTALL YELLOW THERMOPLASTIC "LADDER" STYLE CROSSWALK THAT IS REMOVED DUE TO CONSTRUCTION. THE CROSSWALK SHALL BE REPLACED IN-KIND TO THE SATISFACTION OF THE ENGINEER. APPROXIMATE AREA PER SQUARE FOOT (SF) AS NOTED. PREPARED BY: J \ADV ANTEC Consulting Engineers (_~ Traffic+ ITS+ Communications+ Systems+ Electrical 1200 Roosevelt Tel: (949) 661-4999 Irvine, CA 92620 Fox: (949) 502-5522 www.advontec-usa.com NOTES (FOR THIS SHEET) 1. SEE TITLE SHEET FOR GENERAL NOTES. CB SC 1 2 R/W (±100 SF) INSTALL .-17--.--, 5-DLC~~ 2. ALL SALVAGED MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. REVIEW D BY: 02/10/20 OHN A. DORADO II, PE DAlE R.C.E. No. 74405 Exp. 09/30/2021 DRAWN BY: MO DAlE: 02/10/20 CHECKED BY: JD DAlE: 02/10/20 EX. 2"C., INSTALL 2-DLC w - -w G - 2 LOOPS c<\ ----"----~;:----------,=, _'\:-_ -~~-> __ --- \ \ -w ---W----w--- R/W EX. SD VAULT 20 BC SC EQUIPMENT REMOVAL LIST ITEM DESCRIPTION QUANTITY VEHICLE HEADS 15 PEDESTRIAN HEADS B IISNS 4 EVP 2 CONTROLLER 1 TYPE P CABINET 1 SIGNAL MAST ARM 4 LUMINAIRES 4 SIGNAL POLE/FOUNDATION 8 PPB ASSEMBLY B BPB ASSEMBLY 4 MAST ARM SIGN 4 SERVICE ENCLOSURE 1 SIGN LEGEND: DETAIL "B" SCALE: 1" = 10' R3-4 R73-2(CA) DESIGNED BY: EB DAlE: 02/10/20 t-------t----+------------------------------------< f--------~-------; NO. DAlE DESCRIPTION OF REVISIONS -'-------§ ( ± 55 SF) LOOPS------ LEGEND: BPB BICYCLE PUSH BUTTON PPB PEDESTRIAN PUSH BUTTON --< -< 0 I ;, I ~ ~ ~ @g EXISTING CCTV CAMERA PROPOSED CCTV CAMERA EXISTING EVP DETECTOR PROPOSED EVP DETECTOR CAL TRANS MODIFIED TYPE E LOOP DETECTOR RECONSTRUCT P.C.C. SIDEWALK ABANDON INSTALL PULLBOX IN EXISTING CONDUIT RUN INSTALL CONDUIT INTO EXISTING PULLBOX CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED SPLICE NEW TO EXISTING CONDUCTORS C-7818-1 T-6050-S SHEET OF CITY OF NEWPORT BEACHPUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL REHABILITATION PROJECTFY 2019-20 JOHN A .DORADO I I 53 SUPERIOR AVENUE AT HOSPITAL ROAD RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONDUCTOR SCHEDULE AWG POLE PHASES & IA # 1 1112, 1115, 1112P / 1118PPB ::;.-------::;,----_ 12 WIRE (2) 1114, 1118P / 1112PPB, \118BPB -=---------::;,----_ CONDUCTOR 3 1111, 1114, 1118 / \112PPB /""-v1 CABLE 1112, 1112P / 1112BPB 1..---1 1..---1 4 5 1111, \116, \118/ --::;.,-------::;.,----- 3 WIRE 6 \118, 1116P / \116PPB -=---------=-----=- CONDUCTOR ] 1115, ¢6, ¢8, ¢6P, 1118P / \116PPB, \118PPB --:.----' ---:.----' - CABLE TOTAL CABLES 1/i ~2 1112 IISNS - - #10 LUMINAIRE -2 EVP CABLE (M-138) -- 6 SINGLE MODE FIBER OPTIC* - - 48 SINGLE MODE FIBER OPTIC* - - 1111 - - ¢2 5 5 TYPE B 1114 - - DETECTOR !115 1 1 LEAD-IN CABLE 1116 - - 1118 - - TOTAL 6 6 CONDUIT SIZE 3"(N) 3"(N) PERCENT FILL 14.5% 24.5% ALL CONDUITS ARE EXISTING, UNLESS OTHERWISE NOTED: (N)=NEW ALL CONDUCTORS ARE NEW, UNLESS OTHERWISE NOTED: (E)=EXISTING PROTECT IN PLACE EXISTING SINGLE MODE FIBER OPTIC, AS NOTED (•). & & ::;.------V-1 V-2 V-2 1/1 !..----1 1/1 1----1 --::;.,-------::;.,----- -=---------=----------::;.,-------::;.,----- V4 V-5 -2 2 2 -1 - - -- -- 5 5 -- 1 1 -- 3 3 9 9 3"(N) 4"(N) 37.7% 27.6% ~ &. -::;,----_ ::;.------ ::;.-------::;,----_ /""-/""- -::;,----_ -::;,----_ v -V- -::;,----_ V-1 --::;.,-----v2 V-V-3 2 2 2 2 2 2 -- 1(E) 1(E) - - -- -1 - - - - - - -1 2.5" 2.5·· 3"(N' 23.3% 25.3% CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATIONS. R/W\ ~--81 -IX) Ill f!j EQUIPMENT REMOVAL LIST & ITEM DESCRIPTION QUANTITY VEHICLE HEADS 11 V-1 PEDESTRIAN HEADS 6 V-2 IISNS 2 !..----1 EVP 3 1/1 CONTROLLER 1 V-TYPE P CABINET 1 1 1 LUMINAIRE 2 v2 SIGNAL POLE/MAST ARM 2 §.../"s LUMINAIRE MAST ARM 2 4 PPB ASSEMBLY 6 4 BPB ASSEMBLY 3 3 1(E) MAST ARM SIGN - CCTV CAMERA - SERVICE ENCLOSURE 1 - 1 STREET LIGHT 1 5 1 SIGN LEGEND: 1 5 3 16 2-3" 47.7% ® § AU< R9-3a R9-3b (L OR R) SUPERIOR ~ /!//--==a --w---- - - w --~--~w--~-w- R10-12 121--F--~ MOUNT AT 17' CROSS ONLY ON [I] SIGNAL R10-2 -~ -~ co 'h :)yii10C R3-8a R9-3(~j 12 R9-3bP( >' ' ~r I NO PARKING AIIY TIME R28A(CA) EX. 1.5"C., 2-48 SMFO, 1-6 SMFO DETAIL "c" SCALE: 1 " = 10' LEFT TURN YIELD ON GREEN • R10-12 27' 7' ---37' __ __, R3-8a, R28(CA) R10-12 "' 1-114 (6'x10') W ': -+-;;1--t .... ""-L - - w ', l"-1'-~-" ~ • II 116 ----------------------------------------__ __,::? -------:--==•-7{; 1111 0 0 --+-----~-~ -s - - L....ilttl~ EX. SPLICE ENCLOSURE 0 EX. 1"C., INSTALL 2-DLC 3 10 2 11 25 (±112 SF) SEE DETAIL "c" --------- 4-116 3-116 POLE SCHEDULE STANDARD MAST ARM L.E.D. LED 1.1.S.N.S. SIGNAL MOUNTING PED PUSH BTN No. TYPE HEIGHT SIGNAL LUM LUM IN AIRE LEGEND VEHICLE PED PHASE ARW CD 26-4-100 * 30' 45' 15' 133W Hospital Rd 2-MAS SV-1-T SP-1-T \118 LT ® 1A 10' - ----TV-1-T SP-1-T 1112 RT @ 15TS • 30' -15' 133W --SV-3-T -;2 LT © 1A 10' - ----TV-1-T SP-1-T -- ® ■ 26-4-100 * 30' 40' 15' 133W Hospital Rd 2-MAS SV-2-T -- - ® 1A 10' -----TV-1-T SP-1-T 1!16 LT 0 ■ 15TS • 30' 15' 133W -SV-3-T SP-2-T 1!16 RT --\118 LT 1. ALL EQUIPMENT IS NEW. 2. PEDESTRIAN INDICATIONS SHALL BE LED COUNIDOWN TYPE. 3. SIGNAL HEADS SHALL HAVE 12" LED INDICATIONS. 4. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B PUSH BUTTON ASSEMBLY PER CALTRANS STANDARD PLAN ES-SC, DETAIL B. 5. 1.1.S.N.S. SHALL BE EDGE LIT LED PER DETAIL IN SPECIAL PROVISIONS AND PER CITY OF NEWPORT BEACH SID. DRAWING No. 916-A. SIGN PANELS SHALL BE BLUE COLOR 'MTH CITY LOGO. SIGN PANELS SHALL BE APPROVED BY CITY PRIOR TO FABRICATION. • CONTRACTOR SHALL POTHOLE ALL MAST ARM POLE LOCATIONS AS FIRST ORDER OF WORK PRIOR TO ORDERING. ■ CONTRACTOR SHALL VERIFY THE RISE OF THE PROPOSED LUMINAIRE MAST ARM DOES NOT CONTACT AND PROVIDES THE PROPER RADIAL CLEARANCE FROM EXISTING OVERHEAD LINES PRIOR TO ORDERING POLE. EX. 1"C., INSTALL 2-DLC '' (X) AVENUE ~ I !111 __) PHASE DIAGRAM -=:J-----t>- NOT USED NOT USED !117 I I I l ADVANCE DETECTION SPEED LIMIT: SUPERIOR AVENUE = 40 MPH EX. 1 .. C., /R/W _ _ =-1:INSTAL':_2-DLC _ ; -=~ ct~-=-=-=-='iil ==-~-----~ 230' TO X-WALK w -----w----w-- 1--==-fiA.iilB 8 LOOPS .,., 5 9 LOOPS ----------------=-=-=~=---"'---"---.... ------,,'--s ----- <D ---, ' ' ' ' , ........ , ~ : Atl : (---, 2 LOOPS ' , .. __ , BIKE PUSH BTN *LOCATION PHASE ARW A B - -17' 3' f>8 LT 26' 3' - --5' 3' ;2 LT 3' 3' --PER 2.5' PLAN - - PER 2.5' PLAN - - PER 2.5' PLAN A -A I • (D •• -oi t.i ~ i,j < B.C.R. - < B I POLE LOCATION IX) l . :;j: "' "' DETAIL - s -s --s---1-. s s -- - s - -s s----s---s s----s----s-- . ~ .,. ,, ...... , ' ' ' ' , __ , 2 LOOPS ,---,, ' ' ' , --- ---~--I- 1-112 2-f)2 230' TO X-WALK ~--~--~ -w 8 LOOPS AB 3-\112 "' ~- 9 LOOPS ~5;:;---1-- R9-3(2), 4-1112 :'.? w --------,, --- ---w--- - -w -R9-3bP(2 -~ w co 1112 =-.:: .... ~ ~--IX)-R/W~ ~ =--•.,!. __ -=-=------=-= ~ ~ -----_-EX. 1"c~;r--: .. c.~:--·i· :. CONSTRUCTION NOTES (FOR THIS SHEET) INSTALcx2~~~c INSTALL 2-DLc (±75 sFJ 25 [j] [II 8J IT] FURNISH AND INSTALL TYPE P-44 CABINET ASSEMBLY COMPLETE ON NEW FOUNDATION. FURNISH AND INSTALL ECONOLITE COBALT CONTROLLER, EMERGENCY VEHICLE PRE-EMPTION (EVP) RACK AND 764 PHASE SELECTOR UNITS. DETECTION SHALL BE PROVIDED AS SHOWN. RELOCATE EXISTING CISCO IE-3000 ETHERNET SWITCH FROM EXISTING CABINET. CONTRACTOR TO MAKE ALL CONNECTIONS AND MODIFICATIONS AS NEEDED FOR THE INTENDED OPERATION SHOWN. FURNISH AND INSTALL 120/240V TYPE II ELECTRICAL SERVICE ENCLOSURE WITH 100AMP METER. BREAKERS SHALL BE 100A MAIN, 50A FOR METIERED SIGNAL, 30A FOR UNMETIERED LUMINAIRES, 15A FOR METERED 1.1.S.N.S., AND 15A METERED SPARE. SEE STANDARD DRAWING SID-910-L FOR DETAILS. FURNISH AND INSTALL BATTERY BACKUP SYSTEM (BBS) COMPLETE WITH BATTERIES ( 4EA) ON NEW SIDE MOUNT ENCLOSURE PER CITY SPECIFICATION. FURNISH AND INSTALL NEW GTT EVP OPTICOM MODEL 722 OPTICAL DETECTOR. (PHASES AS SHOWN). DETECTOR SHALL BE PARALLEL TO ROADWAY. CONTACT GTT EVP COMPANY REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. SUPPLY AND INSTALL MODEL 138 DETECTOR CABLING. SEE DETAIL "A" FOR MAST ARM MOUNT. SEE DETAIL "B" FOR SIGNAL HEAD MOUNT. INSTALL DETECTOR LOOPS PER THIS SHEET AND "LOOP DETECTOR DETAIL" IN THE SPECIAL PROVISIONS NO.'S 923-L-A & 923-L-B. REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE 1 PER CITY STANDARD DWG STD-160-L-A (CURB OPENING APPROX 32.5'), UNLESS APPROVED OTHERWISE BY THE ENGINEER. REMOVE AND SALVAGE EXISTING POLE/MAST ARM, VEHICLE HEADS, IISNS, EVP, LUMINAIRE MAST ARM, LUMINAIRE, PPB ASSEMBLY, AND PED HEAD(S). REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING POLE, VEHICLE HEAD, PPB ASSEMBLY, PED HEAD(S), AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. [1) FURNISH AND INSTALL MAST ARM MOUNTED SIGN (AS NOTED) PER CALTRANS STANDARD PLAN ES-7N, DETAIL •u•. REMOVE EXISTING FOUNDATION ANO CONSTRUCT NEW FOUNDATION PER CITY STANDARD 910-L. CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNAL CABINET, CONTROLLER ASSEMBLY (ASC/3-2100), CISCO ETHERNET SWITCH, AND TYPE II SERVICE ENCLOSURE ADJACENT TO EXISTING LOCATION IN ORDER TO MAINTAIN TRAFFIC SIGNAL OPERATIONS DURING CONSTRUCTION. [ill @I REMOVE AND SALVAGE EXISTING TYPE II SERVICE. FURNISH AND INSTALL SIGN(S) ON POLE (STRAP AND SADDLE METHOD), AS NOTED, PER STANDARD PLANS RS4. REMOVE AND SALVAGE EXISTING POLE, PED HEAD, PPB ASSEMBLY, AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING PPB POST AND BPB ASSEMBLY, AND ALL ITEMS NECESSARY TO INSTALL INTIENDED EQUIPMENT. REMOVE FOUNDATION. fisl REMOVE EXISTING STRIPING (GRIND OR OTHER APPROVED METHOD). ALL CONFLICTING l..!.::'..I STRIPING AND MARKINGS SHALL BE REMOVED. Im @I ~ ~ ~ llil ~ INSTALL "BASIC" STYLE CROSSWALK 10' WIDTH FROM INSIDE TO INSIDE OF 12" SOLID WHITE THERMOPLASTIC STRIPE PER CAL TRANS SID PLAN A24F. ALL CROSSWALK MARKINGS SHALL BE PAINT AND APPLIED PER THE SPECIAL PROVISIONS. INSTALL 6" SOLID WHITE THERMOPLASTIC STRIPE TO CROSSWALK (APPROX. 10'). INSTALL 4" SOLID WHITE THERMOPLASTIC STRIPE TO CROSSWALK (APPROX. 10'). INSTALL 8" SOLID WHITE THERMOPLASTIC STRIPE TO CROSSWALK (APPROX. 10'). INSTALL 4" DOUBLE YELLOW THERMOPLASTIC STRIPES TO CROSSWALK (APPROX. 15'). CONTRACTOR SHALL COORDINATE WITH CITY UTILITIES DEPARTMENT FOR REMOVAL OF STREET LIGHT AND FOUNDATION. THE STREET LIGHTING CIRCUIT SHALL BE MAINTAINED. CONSTRUCT ADA CURB ACCESS RAMP PER "CASE" AND/OR "DETAIL" AS NOTED PER CITY STANDARD DRAWING NO. SID-181 SHEETS 1 TO 3. REMOVE EXISTING RAMP. RECONSTRUCT P.C.C. SIDEWALK SURROUNDING ACCESS RAMP FROM ECR TO BCR (AS NEEDED). SEE CONSTRUCTION NOTE 25 FOR DETAILS AND QUANTITIES. FURNISH AND INSTALL NEW NO. 6 PULL BOX. PULL BACK AND REPULL EXISTING FIBER OPTIC CABLE IN EXISTING/NEW CONDUIT TO COMMUNICATION PULLBOX WITH SPLICE ENCLOSURE, AS SHOWN. REMOVE AND RECONSTRUCT P.C.C. SIDEWAUK PER CITY STANDARD DWG NO. STD-180-L IN THE SPECIAL PROVISIONS. APP ROXI MA TE AREA PER SQUARE FOOT (SF) AS NOTIED. ENTIRE SIDEWALK PANELS SHALL BE REPLACED FROM SCORELINE TO SCORELINE. REMOVE EXISTING PULL BOX. FURNISH AND INSTALL NEW NO. 840 PULL BOX. PREPARED BY: J \ADV ANTEC Consulting Engineers (_~ Traffic+ ITS+ Communications+ Systems+ Electrical 1200 Roosevelt Tel: (949) 661-4999 Irvine, CA 92620 Fox: (949) 502-5522 www.advontec-usa.com \ REVIEW D BY: .,., 24 EX. 2-5" C., 48 SMFO EX. 1.5"c., 48 SMFO "' .,. - - -w -w----w----w----w----w-_ T_O PL_ACENwTIA~A~V=E __ -----------------------c.,,-....---1----------- <D ---------~--:,--------------:.,,~----c5-------------- R/W 02/10/20 120 SF) AB-121 ASTRO MINI-BRAC OR EQUAL '--OPTICAL ASSEMBLY (MODEL 722) --MAST ARM ~-..-1'./)0i>lr--sTAINLESS DETAIL "A" E. V. P. DETECTOR MOUNTING DETAIL NO SCALE STEEL BAND NOTES (FOR THIS SHEET) 1. SEE TITLE SHEET FOR GENERAL NOTES. DETIECTOR 1" P.V.C. NIPPLE {LENGTH AS REQUIRED) 1.5" PVC NIPPLE SIGNAL HEAD HOUSING SLIPFITTER OPENING SIGNAL HEAD HOUSING '\._R/W 1 1 /2" TO 1" REDUCER BACKPLATE DETAIL 11 811 NO SCALE EMERGENCY VEHICLE PRE-EMPTION DETECTOR ASSEMBLY (TYPICAL) 2. ALL SALVAGED MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR, UNLESS DIRECTIED OTHERWISE BY THE ENGINEER. LEGEND: PPB PEDESTRIAN PUSH BUTTON --< --< 0 1 • ;. J ~ ~ ~ @£1 EXISTING CCTV CAMERA EXISTING EVP DETECTOR PROPOSED EVP DETECTOR CAL TRANS MODIFIED TYPE E LOOP DETECTOR RECONSTRUCT P.C.C. SIDEWAUK ABANDON INSTALL PULL BOX IN EXISTING CONDUIT RUN INSTALL CONDUIT INTO EXISTING PULLBOX CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED EXISTING TO REMAIN REMOVE AND SALVAGE EQUIPMENT SPLICE NEW TO EXISTING/ PROPOSED CONDUCTORS C-7818-1 OHN A. DORADO II, PE DATE R.C.E. No. 74405 Exp. 09/30/2021 DRAWN BY: MO DATE: 02/10/20 CHECKED BY: JD DATE: 02/10/20 DESIGNED BY: EB DATE: 02/10/20 t---t------t----------------------------------, T-6050-S NO. DATE DESCRIPTION OF REVISIONS SHEET OF CITY OF NEWPORT BEACHPUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL REHABILITATION PROJECTFY 2019-20 JOHN A .DORADO I I 54 SAN MIGUEL DRIVE AT PORT RAMSEY PLACE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONDUCTOR SCHEDULE AWG POLE PHASES & & # 12 WIRE 1 1'11, 1'16, 1'18 -:;:.,---' --::,..,---_ CONDUCTOR :; \'18, 1'18P / 1'18PPB =-------::;..-""" - CABLE 3 \'12, 1'16, 1'12P / 1'18PPB 1_.......-1 1_.......-1 4 118, 1'18P / 112PPB, 1'18BPB ::;..---"" -V2 3 WIRE 5 112PPB -::;..-""" -::------: CONDUCTOR 6 1'11, 02, 1'12P / 1'12BPB -....---". -____..--: CABLE TOTAL CABLES 1......,..-:j 2~ #12 IISNS 2 2 #10 LUMINAIRE 2 2 EVP CABLE (M-138) 1 1 12 SINGLE MODE FIBER OPTIC (SMFO)• - - 111 - - TYPE B 1'12 - - DETECTOR \'16 - - LEAD-IN CABLE 118 2 TOTAL -2 CONDUIT SIZE 2" 3" PERCENT FILL 24.9% 23.6% ALL CONDUITS ARE EXISTING, UNLESS OTHERWISE NOTED: (N)=NEW. ALL CONDUCTORS ARE NEW, UNLESS OTHERWISE NOTED: (E)=EXISTING. PROTECT IN PLACE EXISTING FIBER OPTIC, AS NOTED (*). ~ & -::,..,---_ -:;..------ -::;..-""" -1_.......-1 1_.......-1 -::;..-""" - V2 ::;..---"" - -_.......-, -____..--: -____..--: -....---". 2....,......-4 1......,..-:j 2 2 2 2 1 1 - - -1 -- -5 2 - 2 6 3" 2" 25.3% 37.9% & & V-V- V1 1.......--, -_.......-_ 1_.......-1 ::;..---"" -V2 -__,..,.-: -_.......-, -.........-: 1_.......-1 3......,..-:j 6.......-15 2 4 2 4 2 3 - - 1 1 -3 5 5 -2 6 11 3" 3-3" 32.2% 23.0% CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATIONS. j a SCALE: 1 • = 20' SAN -- ~ 2_.......-_ 1.......--, 1_.......-1 V2 -_.......-, 1_.......-1 6.......-15 4 4 3 1(E) 1 5 5 2 13 3-3" 24.4% EX. 2"C., 48 SMFO INSTALL NEW 2-DLC EX. SPLICE VAULT WITH SPLICE ENCLOSURE 8 AB-121 DETAIL "B" SCALE: 1• = 10' ASTRO MINI-BRAC OR EQUAL ~--f==9-----0PTICAL ASSEMBLY (MODEL 722) --MAST ARM ~'>-.--{)//.___STAINLESS DETAIL "A" E. V.P. DETECTOR MOUNTING DETAIL NO SCALE MIGUEL STEEL BAND EX. 3"C., 12 SMFO, 48 SMFO SIMULTANEOUS 0 0 0 ® DETAIL "C" (NO SCALE) EQUIPMENT REMOVAL LIST ITEM DESCRIPTION QUANTITY VEHICLE HEADS 12 PEDESTRIAN HEADS 4 EVP 2 CONTROLLER 1 TYPE P CABINET 1 LUMINAIRE 4 SIGNAL MAST ARM 3 LUMINAIRE MAST ARM 4 SIGNAL POLE/FOUNDATION 6 BPB ASSEMBLY 1 PPB ASSEMBLY 4 MAST ARM SIGN 1 POLE MOUNTED SIGN 8 SERVICE ENCLOSURE 1 17' -i-------70' -------+-20' CASE 11B" 0 -- T-----------T -------------------------_ ---------------- (±94 SF)[ili-----Y 0 0 0, 0 ,;- - I") - 1 ' - 0 1-112 s 345" TO X-WALK s - ~--. ·'/ -i----li.~ ·j :----- T - -- -s -T -- , ...... , ' ' I I ' , --- -T - - s -- s - - - T - - - T - ' -,- ---------r;t- - s -s , ' ' -II u.. 8 LOOPS 6 1--11---+----, 8 LOOPS AB 11-----115 R73-2(CA) EX. R4-7 EX. R6-1 s - - 6 4 LOOPS f----l---1 AB 4 LOOPS -E ~---- -s EX. R4-7 EX. TYPE N BC19 R/W --r--------s.:-c'J--r----- SPY GLASS HILL ROAD EX. 2"C., 48 SMFO INSTALL 2-DLC -- CONSTRUCTION NOTES (FOR THIS SHEET) OJ 8J FURNISH AND INSTALL TYPE P-44 CABINET ASSEMBLY COMPLETE WITH DOOR ON STREET SIDE. CONSTRUCT NEW FOUNDATION. FOUNDATION SHALL EXTEND 18" ABOVE GRADE. FURNISH AND INSTALL ECONOLITE COBALT CONTROLLER, EMERGENCY VEHICLE PRE-EMPTION (EVP) RACK AND 764 PHASE SELECTOR UNITS. DETECTION SHALL BE PROVIDED AS SHOWN. RELOCATE EXISTING CISCO IE-3000 ETHERNET SWITCH. CONTRACTOR TO MAKE ALL CONNECTIONS AND MODIFICATIONS AS NEEDED FOR THE INTENDED OPERATION SHOWN. REMOVE EXISTING FOUNDATION AND CONSTRUCT NEW FOUNDATION PER CITY STANDARD 910-L. CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNAL CABINET, CONTROLLER ASSEMBLY (ASC/3-2100), CISCO IE-3000 ETHERNET SWITCH, AND TYPE II SERVICE ENCLOSURE ADJACENT TO EXISTING LOCATION IN ORDER TO MAINTAIN TRAFFIC SIGNAL OPERATIONS DURING CONSTRUCTION. FURNISH AND INSTALL 120/240V TYPE II ELECTRICAL SERVICE ENCLOSURE WITH 100AMP METER. BREAKERS SHALL BE 100A MAIN, 50A FOR METERED SIGNAL, 30A FOR UNMETERED LUMINAIRES, 15A FOR METERED 1.1.S.N.S., AND 15A METERED SPARE. SEE STANDARD DRAWING STD-910-L FOR DETAILS. 11£1 [ill -- REMOVE AND SALVAGE EXISTING TYPE II SERVICE. REMOVE AND SALVAGE EXISTING POLE/MAST ARM, VEHICLE HEADS (4), IISNS, SIGNS ( 4), EVP, LUMINAIRE MAST ARM, LUMINAIRE, AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING POLE/MAST ARM, VEHICLE HEADS (2), IISNS, LUMINAIRE MAST ARM, LUM IN AIRE, PPB ASSEMBLY, PED HEAD, AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING POLE/MAST ARM, VEHICLE HEADS (3), EVP, SIGN, PPB ASSEMBLY, PED HEAD, AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING POLE, VEHICLE HEAD, LUMINAIRE MAST ARM, LUMINAIRE, PPB ASSEMBLY, AND PED HEAD. REMOVE FOUNDATION. ---\ ,, \ I I I .... _ .. , PREPARED BY: J \ADV ANTEC Consulting Engineers I I I R/W REVIEW D BY: POLE SCHEDULE STANDARD MAST ARM L.E.D. LED 1.1.S.N.S. SIGNAL MOUNTING PED PUSH BTN BIKE PUSH BTN *LOCATION No. TYPE HEIGHT SIGNAL LUM LUMINAIRE LEGEND VEHICLE PED PHASE ARW PHASE ARW A B 0 26-4-100** 30' 40••· 15'** 133W Port Ramsey (R) 2-MAS SV-2-T -- -- -••• 3.5' ® • 30' 20' 15' 133W San Miguel (R) MAS SV-1-T SP-1-T 118 LT ••• 4.5' 17-3-100 - - 0 • 30' 20· 15' Port Ramsey (R) MAS SV-1-T SP-1-T \'18 LT 11.5' 3' 17-3-100 133W SV-1-T - - © 1-A 10' -----TV-1-T SP-1-T 112 RT •8 LT 14' 4' ® 15TS* 30' -15' 133W ----112 LT - -16' 3' ® 1-A 10' -----TV-2-T SP-1-T --\!l2 LT 12' 3' 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (E) = EXISTING; (R) = RELOCATE. ••• SEE PLAN FOR POLE LOCATION. 2. PEDESTRIAN INDICATIONS SHALL BE LED COUNTDOWN TYPE. LEGEND: 3. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B PUSH BUTTON ASSEMBLY PER CALTRANS STANDARD PLAN ES-SC, DETAIL B. 4. SIGNAL HEADS SHALL HAVE 12" LED INDICATIONS. BPB PPB -< -< 0 I > I ~ ~ ~ ~ BICYCLE PUSH BUTTON PEDESTRIAN PUSH BUTTON EXISTING EVP DETECTOR PROPOSED EVP DETECTOR CAL TRANS MODIFIED TYPE E LOOP DETECTOR RECONSTRUCT P.C.C. SIDEWALK INSTALL PULL BOX IN EXISTING CONDUIT RUN INSTALL CONDUIT INTO EXISTING PULLBOX REMOVE AND SALVAGE EQUIPMENT SPLICE NEW TO EXISTING/ PROPOSED CONDUCTORS * CONTRACTOR SHALL POTHOLE AUL MAST ARM POLE LOCATIONS AS FIRST ORDER OF WORK PRIOR TO ORDERING. •• CITY TO FURNISH POLE SHAFT, MAST-ARM, AND LUMINAIRE ARM. EX. 2"c., INSTALL 2-DLC DRIVE_ ------------ T - SIGN LEGEND: R9-3 EX. 2"C., INSTALL 2-DLC ( ± 30 SF)l!2~0 C\-f--- ---T - --s --- R3-18 USE+ CROSSWALK ---so R9-3bP (L OR R) R73-2(CA) ·,n .... A 8.C.R. 8 POLE LOCATION DETAIL OJ -so- so ------------- 02/10/20 ---so--- -w -so --- E --E - - - CONSTRUCTION NOTES (FOR THIS SHEET) fiy REMOVE AND SALVAGE EXISTING POLE, LUMINAIRE MAST ARM, LUMINAIRE, PPB ASSEMBLY, l..!.::'..I AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING POLE, VEHICLE HEADS (2), PPB ASSEMBLY, BPB ASSEMBLY, SIGNS (4), AND ALL OTHER ITEMS NECESSARY TO INSTALL INTENDED EQUIPMENT. REMOVE FOUNDATION. @] FURNISH AND INSTALL MAST ARM MOUNTED SIGN (AS NOTED) PER CALTRANS STANDARD PLAN ES-7N, DETAIL •u•. FURNISH AND INSTALL SIGN(S) ON POLE (STRAP AND SADDLE METHOD), AS NOTED, PER STANDARD PLANS RS4. CONSTRUCT ADA CURB ACCESS RAMP PER "CASE" AND/OR "DETAIL" AS NOTED PER CITY STANDARD DRAWING NO. STD-181 SHEETS 1 TO 3. REMOVE EXISTING ACCESS RAMP. RECONSTRUCT P.C.C. SIDEWALK SURROUNDING ACCESS RAMP FROM ECR TO BCR (AS NEEDED). SEE CONSTRUCTION NOTE 20 FOR DETAILS AND QUANTITIES. INSTALL 2• SCHEDULE 80 PVC CONDUIT WITH DLC(S), AS SHOWN. FURNISH AND INSTAL NEW NO. 5 PULLBOX. REMOVE AND RECONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD DWG NO. STD-180-L IN THE SPECIAL PROVISIONS. APPROXIMATE AREA PER SQUARE FOOT (SF) AS NOTED. ENTIRE SIDEWALK PANELS SHALL BE REPLACED FROM SCORELINE TO SCORELINE. -----R/W PHASE DIAGRAM { NOT NOT -=>----~ USED USED 9l1 9l2 9l3 9l4 NOT NOT ~l USED USED 9l5 9l6 9l7 9l8 ADVANCE DETECTION SPEED LIMIT: SAN MIGUEL = 50 MPH C-7818-1 FURNISH AND INSTALL NEW GTT EVP OPTICOM MODEL 722 OPTICAL DETECTOR. (PHASES AS SHOWN). DETECTOR SHALL BE PARALLEL TO ROADWAY. CONTACT GTT EVP COMPANY REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. SUPPLY AND INSTALL MODEL 138 DETECTOR CABLING. FOR MOUNTING, SEE DETAIL "A". NOTES (FOR THIS SHEET) (_~ Traffic+ ITS+ Communications+ Systems+ Electrical OHN A. DORADO II, PE DATE [II FURNISH AND INSTALL BATTERY BACKUP SYSTEM (BBS) COMPLETE WITH BATTERIES ( 4EA) ON NEW SIDE MOUNT ENCLOSURE PER CITY SPECIFICATION. INSTALL DETECTOR LOOPS PER THIS SHEET AND "LOOP DETECTOR DETAIL" IN THE SPECIAL PROVISIONS NO.'S 923-L-A & 923-L-B. 1. SEE TITILE SHEET FOR GENERAL NOTES. 2. ALL SALVAGED MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 1200 Roosevelt Tel: (949) 661-4999 Irvine, CA 92620 Fox: (949) 502-5522 www.advontec-usa.com R.C.E. No. 74405 Exp. 09/30/2021 DRAWN BY: MO DATE: 02/10/20 CHECKED BY: JD DATE: 02/10/20 DESIGNED BY: EB DATE: 02/10/20 t-----t---+-----------------------------------< T-6050-S NO. DATE DESCRIPTION OF REVISIONS SHEET OF 5 DETAIL SHEET CCTV INSTALLATION DETAILCCTV MOUNTING DETAIL ” ” ” CCTV CITY OF NEWPORT BEACHPUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL REHABILITATION PROJECTFY 2019-20 JOHN A .DORADO I I 5 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. FOUR 5/16 MOUNTING STUDS (NUTS AND SPLIT LOCK WASHERS SUPPLIED) FOR ATTACHING THE WALL MOUNT 12" TYP. END CAP"--...~----~ -T 1.5" NPT PIPE THREAD II 1 :::--..! LI I = -= = QUICK DISCONNECT TOP SCREWS DIRECTLY INTO MOUNT '-sET SCREW ~ == -I '-.THREE STAINLESS STEEL STRAPS ARE SUPPLIED. STRAPS FIT 3 (7.62 cm) to 8 (20.32 cm) DIAMETER POLE POLE MOUNTING NO SCALE PREPARED BY: ~ADV ANTEC Consulting Engineers L.x Traffic+ ITS+ Communications+ Systems+ Electrical 1200 Roosevelt Tel: (949) 861-4999 Irvine, CA 92620 Fox: {949) 502-5522 www.advantec-usa.com REVIEWED BY: ·--·:.iz" 02/10/20 ~ A. DORAOO II, PE DAlE R.C.E. No. 74405 Exp. 09/30/2021 DRAWN BY: MO DAlE: 02/10/20 CHECKED BY: JD DAlE: 02/10/20 DESIGNED BY: EB DAlE: 02/10/20 TYPE P-44 CONTROLLER CABINET ETHERNET SWITCH MID-SPAN PoE INJECTOR ATC - CONTROLLER 1---------1 t;:; 1-----P-,___----I '-g (IP) ~z a.. -- CAT 5 .___,,........,:----"\r ~ ~ EXT :t-t----------------------1'\---1 \ 4-ID IP CCTV CAMERA NO. DAlE ETHERNET PoE EXTENDER (AS NEEDED) OUTDOOR CAT 5E CABLE DESCRIPTION OF REVISIONS \OUTDOOR CAT 5E CABLE NO SCALE C 7818 1 T-6050-S SHEET OF