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HomeMy WebLinkAbout2302-S GENERAL NOTES GENERAL NOTES (CONT. 4 CASE 1 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE SECTION "R" CAB. AND STANDARD SPECIFICATIONS DATED MAY 2006, AND AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. OF DOUBLE YELLOW LINE 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL ° OR MEDIAN CURB FACE 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS, MAINTENANCE EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. "R" CAB. SI o MANUAL, STANDARD SPECIFICATIONS AND STANDARD PSC, MUTCD 2006. CITY STANDARD SIDEWALK ' . PLAN 133 AND THE SPECIAL PROVISIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLEC70RIZE ALL SIGNS, STRIPES AND LEGENDS. AS SHOWN IN 120/240V SERVICE WIRING DIAGRAM ON CITY STANDARD PLAN 407. 30' 15' 10' COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED. PLAN SECTION0 a 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPEgFICATiONS FOR PUBLIC • x WORKS CONSTRUCTION. 2000 EDITION AND THE SPECIAL PROVISIONS. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL iv 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED C 8"WHITE TURNING LANE LINE FOR THE INTENDED OPERATION. Z' w CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR THRU LANE z SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- UTILITY COMPANIES PHONE NUMBERS a STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SOUTHERN CALIFORNIA EDISON CO. CASE 2 "R" 10' 2v v SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE (CONTACT CURT HORNE) 909 930-8540 N UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA GAS CO. 800) 227-2600 SECTION CAB \ ARE NOT SHOWN ON THESE PLANS. VERIZON .. —� 4" LANE LINE r1 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR (CONTACT STEVE HOCK) (909) 469-6327 TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR COCA(WATER COUNTY WATER DISTRICT (909) 987-2591 "R" CAB. SI o THRU LANE D LAYOUT. (WATER AND SEWER) SIDEWALKL�j W UNDERGROUND SERVICE ALERT (800) 227-2600 10' z PLAN SECTION J TD � CURB N T 4 LANE LINE OR 8 p M Y EXIST. � & G TURNING LANE LINE � o e W N CASE 3 "R„ THRU OR RIGHT 10' vNi ;I N TURN LANEC)— j 0 E.C.R. "R" CAB. SECTION CAB " e SIDEWALK `il O �� TOP OF CURB FACE 1 �� �» �� VARIES :'.r . o �c' _ 16�" 8 U C— 6 -C 21) rG "Bn "B" 10400 4„ PLAN SECTION 0��� 1 » r O rV 0: TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT m PAD DETAIL REFER TO PLAN FOR DISTANCE POLE LOCATION CODE TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD) I.I.S.N.S. LEGEND DETAIL 8'_0" SINGLE INPUT COUNTY OF COUNTYO EMERGENCY VEHICLE REMOVABLE STEEL CAP ARM LENGTH Ct Q PREEMPTION DETECTOR SEE "SIGN 648" 24.. N TAB" DETAIL ERNARDINO BERNARO/N / ASTRID Mini—Brat + 6' AB-0121-29—NPT—ALO --a n��D A � W/SE-0577—GLV OR AVE AVENUE SIGNAL POLE--""* OLE APPROVED EQUAL Haven W MAST ARM X X X X " z a 4 RAMAN (ONE WAY / ONE OUTPUT) H Er it i a S 3 a NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS H NDAVENUE NUTEMERGENCY VEHICLE DETECTORS COUPLING AT BOTTOM-FOR SIGN WIRING I / KOM AVE nlcnuHD A A�Ci. FISHER oR. y0 rneEReERN VE NIPPLE & CONNECTORS BY OTHERS) RAN STREET On P JECT CUC SUGAR M SITE �`"" �'M a 15 ARM TUBE SIZE GENERAL NOTES LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS D N ROAD I BASE UNE ROAD — " 238" x31 2" x11 GA. -- SHAFTSteel of 48,000 psi minimum yield after fabrication 'o►BASE PLATES & FLANGES ASTM A-35 Steel ASTM A-36 Steel a CHURCH STREET y, CHURCH NIUERCI OF LOCATION M AP_ BACK CLAMP W/4 BOLTS (ASTM A-307) PIPE ASTM A-36--53 Grade "B" Steel ey cD;UE ONTANA NOT TO SCALE 4 MATERIAL SPECIFICATIONS 3 REz •cA' COaO�E E n isE Ejr,JC., CABEA,E: & SERVICE 4/25/12 SIGNAL POLE DIAMETER AT 24' ABOVE °R FINISHED GRADE BUTT WELDS Ground flush with base metal ""TM" BHIlN 66 FOOTHILL _ _BOULEVARD _ _ rEEP Yo r s,' o N. RSEc oN Ck LONGITUDINAL WELDS All welds shall conform to AWS D1.1weld specification o p RELOCATE CONTROLLER CABINET & SERVICE3 CABINET, 4SF8N RELOCATE LMD DRIVE ACCESS RAMP, SIDEWALK 3/6/12 ROME ARRow ROM &FINISH COATING ACCESS, MEDIAN CUTBACK, CONSTRUCTION NOTES CLAMP STRUCTURE Hot dip galvanized per ASTM A-123 '7 IMVIs* G.ONSTEtICTtOMNOTE °I'Z5(Zo fHARDWARE a, 51�111 1 Hot dip galvanized per ASTM A-153 "°"° 15DESIGN CRITERIA RAILROAD LIETROUNK & F No. DESCRIPTION OF REVISION DATE CrK ARROW " DIA. HOLE IN CLAMP SUPPLIED WITH In accordance with the "Specification for Structural ROFESS/p SIGNAL POLE n „ STRUCTURE & HARDWARE Supports of HighwoY Siggns Luminaires and 9 CE Q NqC A TYPE F �"-16UNC BLUNT POINT Traffic zx nOIS. AASHTO 1J94 ��° �F0 K lFF Fy CITY OF RANCHO CUCAMONGA TAPPING SCREW (PILOT HOLE TO BE In accordance with the Specification for Structural COUNTY OF FIELD DRILLED) WELDING Support of Hiphwa Signs Luminaires and y TRAFFIC SIGNAL PLAN TrafTic i nils. AAHT� 1J94 'W �� r` 14" DIA. DEBURRED g m SAN No. 42445 a HOLE IN CLAMP / FARM RDINO sc1yl� HAVEN AVENUE AT VALENCIA AVENUE _ _ _ ERNAr �.P 3 1 " IrYOFONTAR/ 9lfOFCA1NFO� DETAIL SHEET NOTCH OR DRILL FOR DRAINAGE " DIA. HOLE W/GROMMET IN RAD. AS REQ D. (HOLD) /V�//" POLE (FIELD DRILLED) " RAD. SHEET INDEX Underground Service Alert APPROVED BY: DATE: S,//S Z' DIA. DRILL " "�� f` C, CITY ENGINEER 53�. �rGFORF yOG of Southern California DESIGN rRErARm BY: RCE; CLAMP DETAIL SIGN TAB DETAIL 1. TITLE / DETAIL SHEET p ADVANTEC Consulting Engineers RECOMM'E`ND//////EFFFFFpppppp 2. TRAFFIC SIGNAL PLAN—HAVEN AVE. / VALENCIA AVE. ��Q Call: TOLL FREE Tmffw+nS+CommuMcathne+Systems+Else lrkoi � � DRAWN 3237 E GUASTI ROAD Tei: (909) 605-9300 SHEET HORIZONTAL IISNS MAST ARM 1 -800-227-2600 Suite 91761 wFO)c(wM) 605-9311ec�usmcom 1 OF 2B CHECKED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG R.C.E. NO DATE 07 77 11 FILE NO23 2- S— S SHEET 1 OF 4 ■ DETECTOR SCHEDULE DETECTOR SCHEDULE PHASE DIAGRAM POLE SCHEDULE CONDUCTOR / CABLE SCHEDULE _ DETECTOR RACK il DETECTOR RACK #2 RUNS SENSOR CONTROLLER LOOPS PER SENSOR CONTROLLER LOOPS PER STANDARD MAST ARM H.P.S.V. SIGNAL MOUNTING PPB I.I.S.N.S. * POLE LOCATION AWG POLE PHASE Q Q Q 4 Q Q Q Q Q N0. CHANNEL DETECTOR INPUT CHANNEL NO. CHANNEL DETECTOR INPUT __i CHANNEL NOT USED NOT USED 1 NOT USED 3 1 NOT USED 19 _ N0. TYPE SIG LUM. WATTS MAST ARM VEHICLE PED. 0 ARROW LEGEND E B C 12c OA 02PPB _ - _ - _ ]/- 1/- 1/- 1/- 1 2 NOT USED 4 - 11 2 NOT USED 20 - - - - - G 1 1-N-01 1 1 1 NOT USED 17 - 01 02 03 04 O 15 15' 200W 02 16' 3' A © 01, 02, 06, 02P - - - - 1/1 1/] 1/1 1/1 1/1 2 2 1-S-02 2 3 12 2 3-S-02 18 2 - _ _ _ _ _ _ B - - - _ - _ � OB 1-A TV-2-T SP-1-CS 16' 3' L © 01, 06, 08 1/- 1/- 1/- 1/- 1/- 1 NOT USED 7 1 NOT USED 23 �+ - - - E 3c O 08, 08P, 08PPB - 1/1 1/1 1/1 - - - - 1/1 3 2 1-E-08 8 2 13 2 NOT USED 24 NOT USED NOT USED i OC 26-4-100 # 45' 15' 20OW 3-MAS SV-2-T Valencia 10400 PLAN PLAN AVE SEE SEE 3 C - 1 NOT USED 5 14 1 NOT USED 21 A O 02, 02P, 08PPB - - - - - - 1/1 1/1 4 2 1-N-06 6 3 2 3-N-06 22 2 O 24-4-100 35' 15'• 20OW MAS SV-1-T SP-1-CS 08 Haven 7200 PIAN PLAN 3' B OF 08P, 02PPB - - i/1 t/1 1/1 5 1 NOT USED 11 - t5 1 NOT USED 27 - �5 06 07 08 s _ L 2:± NOT USED 12 - 2 NOT USED 28 - O 24-4-100 35' 15 200W 2-MAS SV-1-T SP-i-CS 08 Valencia AVE 15' 3' E TOTAL 1/- 2/1 2/1 2/1 1/1 2/1 1. 3/2 4/3 6/4 6 1 2-N-01 9 3 t6 1 NOT USED 25 - - - - - 10500 - 2 2-S-02 10 4 2 4-S-02 26 2 O 1_A TP-1-T 02 #10 LUMINAIRES 2 2 2 2 - 2 2 2 7 1 NOT USED 15 - S7 1 NOT USED 31 _ ALL EQUIPMENT SHALL BE NEW. _ 2 2-E-08 16 2 2 NOT USED 32 • I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM. SEE TITLE SHEET #12 I.I.S.N.S. 2 2 2 2 - 2 8 1 NOT USED 13 - 16 1 NOT USED 29 _ • LUMINAIRE ARM SHALL BE MOUNTED PERPENDICULAR TO THE SIGNAL MAST ARM. EVP 1 2 2 2 - - - 1 3 2 2-N-06 14 4 2 NOT USED 30 9 1 EVP 01 & 06 EVP 3 WIRELSS ANTENNA CABLE - - - - - - - 1 1 2 EVP 02 EVP 4 - 10 1 EVP 08 EVP 5 - 7 01 - 2 2 2 - - - - 2 2 NOT USED EVP 6 - — TYPE C 02 - - - - 4 4 4 4 4 SCALE: 1"=20' DLC 06 - 2 3 3 - - - - 3 08 - - - - - - 2 2 2 HAVEN 46 45' 13 AVENUE EX. R/W TOTAL - 4 5 5 4 4 6 6 11 EX. R/� - - - - - - - - - - E - 5 RS EX. SNS CONDUIT SIZE 3" 3" 3"(E) 3" 3" 3" 3" 3" - - - - - SEE RAMP DETAIL 7 RL EX. R26(CA) ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED: (E)=EXISTING. 2 BC 9 W3-3 10 . ■CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ALL NEW R6-2, 10 14 CONDUCTORS SHALL BE CONTINUOUS FROM TERMINAL COMPARTMENTS TO CONTROLLER CABINET. I O 1 TYPE K __ �, r-- - SIDEWALK 11'1-DLC STALL 1.5"C., O , � 8.5' INSTALL 1.5"C., 1-DLC - _ - - --- EX. R26(S) EX. W3-3 — - -- - --- SIDEWALK - _ _ +..w- - - - - - - # 06 8P {I 1n 50' -- R9-3a, 10 4 EVP 08 3-N-06 5 5 R9-3bop 06 08 08 SEE DETAIL A 08 —_ L=6' 15it I g d 3 L=50' z v 06 6 R3-4 — -- - - - - - — 4 EVP 06 z � N M R4-7, 6 M 2 L=100' 4 2 R6-2 '� 6 R10-12 - 16 345' TO FV LIMIT LA 500' INE �.J 01 - _ - 2_N-01 - - CROSSWALK - n - - - - - - - - II — -- -- - �� EX. TYPE K R3 4, TYPEK RS a R4-7, TYPE N 10 i _ -- 375' 7D S.Q 345' TO 3 {{ EX. 2„C M CROSSWALK _ _ 04 N ��(EMPTY) — _..— LIMIT UNE � _ � N _--- _ --- R3-18 6 ]� m v L=50 -- 5 ! cn ” EVP 02 4 i` -- { 10 R9-3a, 02 - I _ I 3-S-02 � R9-3b 11 10' EX. WM L=100' 4 w _ _ Ln,` - ^r,°�� :v 4-S-02 I PARKWAY _ _ - c #5 _ - �j _ 02 h SIDEWALK --+ _ � 02P INSTALL 1.5"C., - - - _02 02P - - - � - - PARKWAY 1-DLC N SIDEWALK EX. _ EX R W PARKWAY _ 0 1 08P O R/yy J / - - SEE DETAIL B JE EX. SNS CONSTRUCT 6" P.C.C. BOULDERS FIREPLACE EX. INSTALL 1.5"C., O _t5' i 3 MEDIAN ISLAND & NOSE 17' W3-3 RL --'- EX. R/W EX. R/W 1-DLC 5 - 7 SEE RAMP DETAIL (CA) X. R26 (TYPE B-1) gR/W EX. W3-3,EX. R REMAI) 9 -- --- '-- EX. R/W R26S(CA) 6 CB TO REMAIN SEE RAMP DETAIL 7 A Fr ' ` CONSTRUCTION NOTES: CONSTRUCTION NOTES CONT.): 6'X15' — ❑1 FURNISH AND INSTALL 8 PHASE NEMA ASC/35-2100 CONTROLLER, DETECTOR SENSORS AND 11 FURNISH AND INSTALL IP WIRELESS RADIO WITH INTEGRATED ANTENNA ON SIGNAL STANDARD. 2 RS EX. R1-1, POST REMOVE EXISTING a 2-E-08 f �( R ) INSTALL 2"C., 4 INSTALL CAT 5e ETHERNET CABLE FROM ANTENNA TO THE CONTROLLER CABINET. IP WIRELESS o ____ 1 1 �� 3-#10 LUMINAIRE, 9 MEDIAN ISLAND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. EXACT LOCATION SHOWN ON THE PLAN TO BE ANTENNA SHALL BE POINTED NORTH TOWARDS HAVEN AVENUE & AMBER LANE. EXACT7:11 Lj VERIFIED BY THE CITY ENGINEER. INSTALL CABINET ON NEW FOUNDATION. INSTALL TESCO ANTENNA LOCATION SHALL BE BASED ON SIGNAL STRENGTH ANALYSIS PERFORMED BY THE U I 1 8 CONSTRUCT 4" A.C. PAVEMENT JOIN EXIST. TRAFFIC BATTERY BACK-UP SYSTEM AND EVP SELECTOR PHASE EQUIPMENT. FURNISH AND CONTRACTOR. FINAL ANTENNA LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO - 6' 28' 36' EX. R/W O ` MEDIAN INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE MANUFACTURERS INSTALLATION. W SPECIFICATION TO PROVIDE THE INTENDED OPERATION. SEE SPECIAL PROVISIONS. ((8 6E OVER 17" C.A.B. IN KIND ❑2 FURNISH AND INSTALL MODIFIED TYPE III-BF 120V/240V SERVICE EQUIPMENT ENCLOSURE, WITH 12 FURNISH AND INSTALL ETHERNET RADIO POWER SUPPLY UNIT(S) AND INTEGRATED ETHERNET 79 4 L=150' DETAIL »�» ONE (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNALS, TWO (2) 30A-1P CIRCUIT BREAKERS MODULE(S) INSIDE CONTROLLER CABINET. CONTRACTOR SHALL SUPPLY ALL NECESSARYA 1 : 25 3 NOT TO SCALE FOR UNMETERED LIGHTING, AND ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE APPURTENANCES PER THE MANUFACTURERS SPECIFICATION TO PROVIDE THE INTENDED LVAR CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SEE SPECIAL OPERATION. SEE SPECIAL PROVISIONS. EX. R/C G 15' I Q� 1 12 1Q REVISE CONSTRUCTION NOTE 7 09/28/11 PROVISIONS AND CITY STANDARD PLAN 407, 13 REMOVE EXISTING BOULDERS COMPLETE. INSTALL CONCRETE SIDEWALK PER CITY STANDARD 3 INSTALL VTC., PLAN 102, FROM ADA RAMP TO EXISTING SIDEWALK ACCESS. MAXIMUM CROSS SLOPE SHALL BE __ ----- 2-#6 SERVICE DETAIL B © RELOCATE LMD DRIVE ACCESS RAMP, SIDEWALK 02/15/12 INSTALL 3" PVC CONDUIT WITH PULL ROPE 70 EDISON FEED POINT. (TO BE CONFIRMED BY t%, AND TO THE SATISFACTION OF THE ENGINEER. DIMENSIONS SHOWN ON PLAN. SCALE: 1"=10' ACCESS, MEDIAN CUTBACK, & CONSTRUCTION NOTES EDISON.) I ( ( A � RELOCATE CONTROLLER CABINET, SERVICE CABINET, & 04/06/12 ® 14 REMOVE EXISTING LMD DRIVE ACCESS RAMP AND GUTTER COMPLETE. INSTALL NEW ACCESS FURNISH AND INSTALL SIGNAL INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. SEE RAMP USING W=24', X=3' AND GUTTER PER CITY STANDARD PLAN 101, TYPE R-2. CITY N07 TO SCALE SERVICE FEED POINT TO 320' E/0 INTERSECTION ttj TITLE/DETAIL SHEET. CONTRACTOR TO REMOVE AND REPLACE IN KIND EXISTING BOULDERS AS NECESSARY TO THE I NO. DESCRIPTION OF REVISION DATEpRO SATISFACTION OF THE ENGINEER. I - I APPROVED. ❑5 CONTRACTOR TO CONTACT SCE (FELIPE ANTILLON, 909-357-6163) FOR REMOVAL OF STREET >" LIGHT POLE, LUMINAIRE, LUMINAIRE ARM AND FOUNDATION. 15 INSTALL FULL CURB HEIGHT PER CITY STANDARD PLAN 104, BETWEEN ADA RAMP AND NEW LMD EXP JOINT CITY OF RANCHO CUCAMONGA DRIVE ACCESS RAMP. LENGTH OF CURB SHOWN ON PLAN. E� ESR7NHDETAILAND NSITALL SIGN ON MAST ARM AS SHOWN. MOUNT PER CALTRANS STD. PLAN t6 CUTBACK MEDIAN NOSE PER CITY STANDARD PLAN 109. REMOVE AND REPLACE IN KIND E TRAFFIC SIGNAL PLAN EXISTING BOULDERS AS NECESSARY TO 1HE SATISFACTION OF THE ENGINEER. SEE DETAIL "C". CB EX. EDISON PB 7 ❑7 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102. INSTALL R=10' � RAISED TRUNCATED DOME PATTERN (IN LINE) DETECTABLE WARNING SURFACE PER LATEST EX. R/W °; 4' A CALTRANS STANDARD PLANS AND SPECIFICATIONS. REMOVE AND REPLACE SIDEWALK AND CURB SIGNING AND STRIPING CONSTRUCTION NOTES;_ I 1 ;, 7' 10% HAVEN AVENUE & GUTTER TO THE SATISFACTION OF THE CITY ENGINEER. NOTE: REMOVE CONFLICTING STRIPING OR PAVEMENT MARKING BY WET SANDBLASTING. I EX. R/W ;' MAX 1 () PAINT 12" SOLID WHITE THERMOPLASTIC LINE PER CALTRANS STD. PLAN A24E. C2 AT VALENCIA AVENUE ® INSTALL 4" CONCRETE PAD. DIMENSIONS SHOWN ON PLAN. 1 5 O pFESS/p ❑9 RELOCATE EXISTING SIGN FROM EXISTING POLE TO NEW POST OR EXISTING POLE AS SHOWN. O PAINT WHITE ARROW PAVEMENT MARKING PER CALTRANS STD. A24A. o 0 o 4' MIN CURB AND GUTTER QR Vq2 'f' o 'n I Qk� F,0 K LF Fy APPROVED BY: DATE: EXISTING R26 CA SIGN TO REMAIN. O 7 F CITY ENGINEER R.C.E.: GITYRCE R26(CA) 3 PAINT 4" WHITE LANE LINE. I / A y W3-3 j m DESIGN I'ttEPARED BY. RECOMMENDED 10 INSTALL SIGN AS SHOWN ON NEW STANDARD/POST. 4 PAINT 8" WHITE CHANNELIZING STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 38C. I ■MINI R/yy EXP JOINT w No, 42445 m UUUIIIIIYYYIIIIIIIIIIIILLL of DDE ADVANTEC Consulting EnObeers Traffic+ITS+Communications+Systema+Electrical 0Ef0oRE }OG Under �5 PAINT WHITE PAVEMENT MARKING PER CALTRANS STD. PLAN A24D. CALTRANS STD. NOTES (PER CALTRANS STD. PLAN ES-1A) P DRAWN 1`" Tei: (sos} sG5-s3oo SHEET Service Alert `�T CIVI'V �� 3237 E. Guasti Road For. (909) 605-9311 " a°w°°" 6. CONTRACTOR SHALL RE-STRIPE AND MATCH-IN-KIND EXISTING STRIPING ALONG VALENCIA AVENUE qlF \FOR HLAT OOnntario,00 91761 www.odvantec—uso.com -.Z—OF Coll: TOLL FREE I APPROXIMATELY 250' EAST FROM PROPOSE CROSSWALK PER CALTRANS STD. PLANS AND AS DIRECTED RL RELOCATE EQUIPMENT RAMP DETAIL of CAL. 1 -800 BY CITY ENGINEER. REMOVE ALL CONFLICTING STRIPING NOT INTENDED FOR THE SIGNAL OPERATION. NOT TO SCALE CHECKED DRAWING NO. 422-4133 RS REMOVE AND SALVAGE EQUIPMENT. KYC DATE Ga 12 FILEENoO 2302—S TWO WORKING GAYS BEFORE YOU DIG SHEET 2 OF 4 e CONDUCTOR / CABLE SCHEDULE DETECTOR SCHEDULE DETECTOR SCHEDULE PHASE DIAGRAM POLE SCHEDULE DETECTOR RACK #1 DETECTOR RACK 12 RUNS SENSOR CONTROLLER LOOPS PER SENSOR CONTROLLER LOOPS PER STANDARD MAST ARM H.P.S.V. SIGNAL MOUNTING PPB I.I.S.N.S. • POLE LOCATION AWG POLE PHASE NO. CHANNEL DETECTOR INPUT CHANNEL NO. CHANNEL DETECTOR INPUT CHANNEL NOT USED NOT USED 1� Kz� i NOT USED 3 - 1 NOT USED 19 - '—� NO. TYPE SIG LUM. WATTS MAST ARM VEHICLE PED. 0 ARROW LEGEND E B C 12c ® 02PP6 - - - - - -/1 -/1 -/1 1 2 NOT USED 4 - 1t 2 NOT USED 20 - " --{' - - _ - - - C 1 1-N-01 1 1 1 NOT USED 17 - �� �2 �3 �4 O 15 15' 20OW 02 16' 3' A O 0i, 02, 06, 02P - - - - - - 1/- 1/_ 2 2 1-S-02 2 3 12 2 1 3-S-02 18 2 _ - - - - _ _ _ + B © 01, 06, 08 1/- 1/- 1/- 1/- 1/- 1/- 1/- 1/- 3 1 NOT USED 7 - 1 NOT USED 23 1-A N-2-T SP-1-CS 16 3 SEE L 2 1-E-08 8 2 13 2 NOT USED 24 - _ _ _ E 3c pO 08, 08P, 08PPB - 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1 NOT USED 5 - 1 NOT USED 21 _ NOT USED NOT USED O 26-4-100 ; 45' 15' 200W 3-MAS SV-2-T Valencia 10400 PLAN I 3' A O 02, 02P, 08PP6 - - - 1/1 1/1 1/1 1/1 1/1 4 2 1-N-06 6 3 14 2 3-N-06 22 2 OD 24-4-100 + 35' 15'■ 200W MAS SV-1-T SP-1-CS 08 Haven AVE20p PLAN SEE SEE 3' B O 08P, 02PP6 - - - - 1/1 1/1 1/1 1/1 5 1 NOT USED 11 - t5 1 NOT USED 27 (65 06 07 08 ► AVE L 2 NOT USED 12 - 2 NOT USED 28 - EO 24-4-100 35' 15' 200W 2-MAS SV-1-T SP-1-CS 08 Valencia 10 00 - 15' 3' E TOTAL 1/- 2/1 2/1 3/2 4/3 4/3 5/4 5/4 1 2-N-01 9 3 16 1 NOT USED 25 - _ _ _ _ _ 6 2 2-S-02 10 4 2 4-S-02 26 2 O 1-A - - TP-1-T 02 i6' 3' #10 LUMINAIRES 2 2 2 2 2 2 2 7 1 NOT USED 15 - 17 1 NOT USED 31 _ ALL EQUIPMENT SHALL BE NEW. 2 2 2 2 2 2 2 - 2 2-E-08 16 2 2 NOT USED 32 + I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM. SEE TiTLE SHEET #12 I.I.S.N.S. 8 1 NOT USED 13 - 18 1 NOT USED 29 _ ■ LUMINAIRE ARM SHALL BE MOUNTED PERPENDICULAR TO THE SIGNAL MAST ARM. EVP 1 2 2 3 3 3 3 3 2 2-N-06 14 4 2 NOT USED 30 g 1 EVP 01 & 06 EVP 3 WIRELSS ANTENNA CABLE - - - - - - 1 1 2 EVP 02 EVP 4 - 1 EVP 08 EVP 5 - 7 01 - 2 2 2 2 2 2 2 t0 2 NOT USED EVP 6 - TYPE C 02 - - - - - - 3 4 SCALE: 1"=20' DLC 06 - 2 3 3 3 3 3 3 08 - - - - 2 2 1 2 1 2 TOTAL - 4 5 5 7 7 10 11 46' 45' - - EX. R/W f 73 5R E . CONDUIT SIZE 3" 3" 3"(E) 3" 3" 3" 2-4" Z-4" - - - - - - - - SEE RAMP DETAIL 7 RL EX. R26(CA) REFERENI ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED: (E)=EXISTING. ___ _ - - 5 - - - - �� ! B - - - - - — - - C 9 W3-31Q ■CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS so sG so - - - -_ �. ._- __ _- __ RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ALL NEW 14 so - >u CONDUCTORS SHALL BE CONTINUOUS FROM TERMINAL COMPARTMENTS TO CONTROLLER CABINET. R6-2, 10 M O 1 TYPE K EX. R26(S) O SIDEWALK » _ D 8.5� INSTALL 1 5"C., 1-DLC INSTALL 1.5 C., - -_ -- - ---- - - - -- - -- -- - - - - - -- - - - - - - - - - - - ----- - - - -EX. R26(S) -EX. R26(S) EX. W3-3� SIDEWALK _ _ 14-DLC _ - #5 — --�-- I - n 06 9F II n 50 I 08 SEE DETAIL A 4 EVP 08 08 i 3-N-06 5 5 ; .t R9-3b 06 08 �S — — - - - - - L=B, 15 - - - - ---..- to a v 3 L=50' z � 06 6 R3-4 F �_ I 4 EVP 06 Z h fV R4-7, 6 it 2 M L=100' R6-2 6 R10-12 500' TO j� i r. -- ��� 01 I 16 It 2-N-01 0 1-N-01 =, 345' TO rV LIMIT LINE ;< CROSSWALK - - EX. TYPEK R3-4, TYPE K RS - R4-7, TYPE N 10 1 _ s - �- - -- - - - - -- s - - - - - - - I I- -- - - - - - - s - - - - s - -375`-TO LQ 345' TO __ __._ I EX. 2"C. ,1 -LIMIT-LINE` - -- - - - - - Ne r - - CROSSWALK - - - - - - - , - - - -� - - - - - - e - _-- - e - - - -- - - E - - - - -- -- e - - - e - - - - - -- v: s _ R -18 6 (EMPTY) — Lr3 n L-50' 3 N -' ji II RS EX. SNS 5 In - - - -- - - 02 - -3a ¢ ; -- - c - - - - c - - - -- - - - - - - - 1. - - - - - - - c _ - - - - - __ ..- - S.� - - _ ,, i 3=S- 2. - - c - - - - _ _10- - 11-11- ' X. WM - G ._ c r 10 R9 J R9--3b c - - ^fv- - - - - r, L=100 4 - - _� - - - - - - c -11 - - -T FI ,.,<1 , - 1Y _— .. .._ -.-_ yJ .— W N� .— y _ -__ _.. .._ .- _ __-_ -_ t -- T in T T -- T - -- T _- T __ T - 50 �1 5 ^t i. L U PARKWAY - c -- - - - - - - - 1 #' - - c , 3 -- _ — — c — -- — _ — -4 G — . .._ _ ¢°S-02 -�1 s ._i - c - -02 -- -` c — — — c -- — SIDEWALK G -- - -- — G — » ------- - -- -------- -- ------- 02P PARKWAY ' INSTALL 1.5 C., - - , - 02 02P - - - - - - - - - - - - Il 1-DLC SIDEWALK / - - 08P X. R26(CA) R/W ` = j rS V z� -1-PARK _r �, // _1- S ,OE CB EX. R/y�J s a � ' e. RL E EX vs, - INSTALL 1.5"C , O X'�- O i / 9 EDIAN ISL CTP.C.C. BOULDERS I - - CONSTRUCT 6" P C J 4 INSTALL 2"C., M AND & NOSE 1T W3-3 RL - 7;X. R/W EX. R/W EX. R/W 1-DLC 8 F 7 SEE RAMP DETAIL 3-#10 LUMINAIRE, (TYPE B-1) 6' EX. W3-3, SEE DETAIL B ♦ 3-#12 I.I.S.N.S EX. R26S(CA) 9 - ----- -- -- --- - R26S(CA) 5 4 TO REMAIN - ------- - EX. R/W F� SEE RAMP DETAIL 7 � , �`1, O 3 CONSTRUCTION NOTES: CONSTRUCTi0N NOTES (�ONT.�: 2 6'X15' RS EX. R1-1, POST — ❑1 FURNISH AND INSTALL 8 PHASE NEMA ASC/3S-2100 CONTROLLER, DETECTOR SENSORS AND 11 FURNISH AND INSTALL IP WIRELESS RADIO WiTH INTEGRATED ANTENNA ON SIGNAL STANDARD. EX. EDISON`�PB CB -- I 00 2-E-08 7 3 REMOVE EXISTING INSTALL CAT 5e ETHERNET CABLE FROM ANTENNA TO THE CONTROLLER CABINET. IP WIRELESS " t I 6E MEDIAN ISLAND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. EXACT LOCATION SHOWN ON THE PLAN TO BE z ; --; �t w Y -� VERIFlED BY THE CITY ENGINEER. INSTALL CABINET ON NEW FOUNDATION. INSTALL TESCO ANTENNA SHALL BE POINTED NORTH TOWARDS HAVEN AVENUE & AMBER LANE. EXACT ANTENNA LOCATION SHALL BE BASED ON SIGNAL STRENGTH ANALYSIS PERFORMED BY THE V y' 8 e CONSTRUCT 4" A.C. PAVEMENT JOIN EXIST. TRAFFIC BATTERY BACK-UP SYSTEM AND EVP SELECTOR PHASE EQUIPMENT. FURNISH AND CONTRACTOR. FINAL ANTENNA LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO ��� 6' 28' 36' 8' I EX. R/W » MEDIAN INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE MANUFACTURERS O INSTALLATION. !/ G 5 OVER 17 C.A.B. IN KIND SPECIFICATION TO PROVIDE THE INTENDED OPERATION. SEE SPECIAL PROVISIONS. 79' a2 FURNISH AND INSTALL MODIFIED TYPE III-BF 120V/240V SERVICE EQUIPMENT ENCLOSURE, WiTH 12 FURNISH AND INSTALL ETHERNET RADIO POWER SUPPLY UNIT(S) AND INTEGRATED ETHERNET � 4 L=150' 8 DETAIL "LE G 15' NOT TO SCALE ONE (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNALS, TWO (2) 30A-1P CIRCUIT BREAKERS MODULE(S) INSIDE CONTROLLER CABINET. CONTRACTOR SHALL SUPPLY ALL NECESSARY A 11 25' Q� 1 12 2 FOR UNMETERED LIGHTING, AND ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE APPURTENANCES PER THE MANUFACTURERS SPECIFICATION TO PROVIDE THE INTENDED VAR CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SEE SPECIAL OPERATION. SEE SPECIAL 11 PROVISIONS. EX. R/C 1Q REVISE CONSTRUCTION NOTE 7 09/28/11 PROVISIONS AND CITY STANDARD PLAN 407. 13 REMOVE EXISTING BOULDERS COMPLETE. INSTALL CONCRETE SIDEWALK PER CITY STANDARD INSTALL 2"C., nETAIL B RELOCATE CONTROLLER CABINET & SERVICE CABINET, PLAN 102, FROM ADA RAMP TO EXISTING SIDEWALK ACCESS. MAXIMUM CROSS SLOPE SHALL BE DETAIL A 2-#6 SERVICE © RELOCATE LMD DRIVE ACCESS RAMP, SIDEWALK 02/15/12 ❑3 INSTALL 3" PVC CONDUIT WITH PULL ROPE TO EDISON FEED POINT. (TO BE CONFIRMED BY 2% AND TO THE SATISFACTION OF THE ENGINEER. DIMENSIONS SHOWN ON PLAN. NOT TO SCALE SCALE: 1"=10 ACCESS, MEDIAN CUTBACK, & CONSTRUCTION NOTES EDISON.) 3' •/'L FURNISH AND INSTALL SIGNAL INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. SEE 14 REMOVE EXISTING LMD DRIVE ACCESS RAMP AND GUTTER COMPLETE. INSTALL NEW ACCESS ® TITLE/DETAIL DETAIL SHEET. RAMP USING W=24', X=3' AND GUTTER PER CITY STANDARD PLAN 101, TYPE R-2. CITY CONTRACTOR TO REMOVE AND REPLACE IN KIND EXISTING BOULDERS AS NECESSARY TO THE I NO. DESCRIPTION OF REVISION DATEAPPROPROVED: SATISFACTION OF THE ENGINEER. EX. R/W Y EX. R/W F5 CONTRACTOR TO CONTACT SCE (FELIPE ANTiLLON, 909-357-6163) FOR REMOVAL OF STREET o LIGHT POLE, LUMINAIRE, LUMINAIRE ARM AND FOUNDATION. 1 5EI INSTALL FULL CURB HEIGHT PER CITY STANDARD PLAN 104, BETWEEN ADA RAMP AND NEW LMDI o 0 5 EXP JOINT CITY OF RANCHO CUCAMONGA DRIVE ACCESS RAMP. LENGTH OF CURB SHOWN ON PLAN. cn 167 FURNISH AND INSTALL SIGN ON MAST ARM AS SHOWN. MOUNT PER CALTRANS STD. PLAN I M ES-7N, DETAIL "U 16 CUTBACK MEDIAN NOSE PER CIN STANDARD PLAN 109. REMOVE AND REPLACE IN KINDjj� TRAFFIC SIGNAL PLAN ❑7 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102. INSTALL EXISTING BOULDERS AS NECESSARY TO THE SATISFACTION OF THE ENGINEER. SEE DETAIL "C'. I 10 W3-3 R=10' 7 RAISED TRUNCATED DOME PATTERN (IN LINE) DETECTABLE WARNING SURFACE PER LATEST „, 4'nA HAVEN AVENUE CALTRANS STANDARD PLANS AND SPECIFICATIONS. REMOVE AND REPLACE SIDEWALK AND CURB SIGNING AND STRIP{NG CONSTRUCTION NOTES: I 1' 7' 10% & GUTTER TO THE SATISFACTION OF THE CITY ENGINEER. NOTE: REMOVE CONFLICTING STRIPING OR PAVEMENT MARKING BY WET SANDBLASTING. I I _ , MAX 1 Ol PAINT 12" SOLID WHITE THERMOPLASTIC UNE PER CALTRANS STD. PLAN A24E. tl�' S VALENCIA AVENUE 8❑ INSTALL 4" CONCRETE PAD. DIMENSIONS SHOWN ON PLAN. • ❑9 RELOCATE EXISTING SIGN FROM EXISTING POLE TO NEW POST OR EXISTING POLE AS SHOWN. OO PAINT WHITE ARROW PAVEMENT MARKING PER CALTRANS STD. A24A. 4' MIN CURB AND GUTTER QROFESSIp Vq EXISTING R26(CA) SIGN TO REMAIN. O3 PAiNT 4" WHITE LANE LINE. CALTRANS STD. NOTES (PER CALTRANS STD. PLAN ES-1A) / A y��� ��0 K CFS`Fci CAPPROVED Y ENG N E R / �-="may" R.C.E.: �CITYRCE 10 INSTALL SIGN AS SHOWN ON NEW STANDARD POST. O4 PAINT 8" WHITE CHANNELIZING STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 38C. / m DESIGN PREPARED By. RE ED / RL RELOCATE EQUIPMENT / R W EXP JOINT No. 42445 rn DDE ADVANTEC ConsultingEngineeis 0fF0�RE rab Under O PAINT WHITE PAVEMENT MARKING PER CALTRANS STD. PLAN A24D. RS REMOVE AND SALVAGE EQUIPMENT. DRAWN \,. TroUIc+ITS+CommunlcaUons+Systeme+aedrical SHECY 9 e Tel: (sos) 605-9300 J� Serv�ee Alert `rT C1V11 �� 3237 1 Guastl Road Fox: (909) 605-9311 l. 6. CONTRACTOR SHALL RE-STRIPE AND MATCH-IN-KIND EXISTING STRIPING ALONG VALENCIA AVENUE RAMP DETAIL 9Tf �EO� HLAT Ontarto� st7st Wxw.adwntec-usa.com _2_OF +ul Call: TOLL FREE + OFC 1 -800 APPROXIMATELY 250 EAST FROM PROPOSE CROSSWALK PER CALTRANS STD. PLANS AND AS DIRECTED NOT TO SCALE CHECKED DRAWING N0. 422-40 BY CITY ENGINEER. REMOVE ALL CONFLICTING STRIPING NOT INTENDED FOR THE SIGNAL OPERATION. R.C.E. No 2302-S KYC DATE 030U/12 FILE NO TWO WORKING DAYS BEFORE YOU DIO SHEET 3 OF 4 CONDUCTOR / CABLE SCHEDULE DETECTOR SCHEDULE DETECTOR SCHEDULE PHASE DIAGRAM POLE SCHEDULE DETECTOR RACK #1 DETECTOR RACK #2 RUNS SENSOR CONTROLLER LOOPS PER SENSOR CONTROLLER LOOPS PER R AWG POLE PHASE Q Q Q Q 0 Q Q NO. CHANNEL DETECTOR INPUT CHANNEL NO. CHANNEL DETECTOR INPUT CHANNEL STANDARD MAST ARM H.P.SN. SIGNAL MOUNTING PPB I.I.S.N.S. * POLE LOCATION 2 NOT USED NOT USED 1 NOT USED 3 1 NOT USED 19 12c OA 02PP6 _ 11 _ Y —' N0. TYPE SIG LUM. WATTS MAST ARM VEHICLE PED. 0 ARROW LEGEND E B C -/1 -/1 -/1 -/1 1 2 NOT USED 4 2 NOT USED 20 �---� C 1 1-N-01 1 1 1 NOT USED 17 - A 15 - 15' 20OW - - - 02 - - 16' 3' A B 01, 02, 06, 02P 1/- 1/- 1/- 1/- 1/- 2 12 01 132 03 04 2 1-S-02 2 3 2 3-S-02 18 2 B © 01, 06, 08 1/- 1/- 1/- 1/- 3 1 NOT USED 7 - 13 1 NOT USED 23 - O A l� 1-A - - - - TV-2-T SP-1-CS - - - 16' - 3' E 0 08, 08P, 08PPB 1 1 1 1 1 1 2 1-E-08 8 2 2 NOT USED 24 = �— I * - _ 3c D / / / NOT USED NOT USED C 26-4-100 45 15 20OW 3-MAS SV-2-T Valencia AVE SEE 3' C 4 1 NOT USED 5 - 14 1 NOT USED 21 (?) Iy O 1AVE PUN PLAN A O 02, 02P, 08PPB 1/1 1/1 2 1-N-06 6 3 2 3-N-06 22 2 ? Y * AVE SEE B OF 08P, 02PP8 1/1 1/1 1/1 5 1 NOT USED 11 - 15 1 NOT USED 27 - O 24-4-100 35 15 200W MAS SV-1-T SP-1-CS 08 Haven 3' 7200 PLAN PLM E TOTAL 1/- 2/1 1/- 1/1 2/2 5/4 5/4 2 NOT USED 12 - 2 NOT USED 28 = 05 06 07 08 O 24-4-100 * 35' 15 200W 2-MAS SV-1-T SP-1-CS 08 Valencia AVE - 15' 3' 6 1 2-N-01 9 3 16 1 NOT USED 25 DETAIL A 10500 #10 LUMINAIRES 2 2 - 2 2 2 - 2 2-S-02 10 4 2 4-S-02 26 2 NOT TO SCALE O 1-A - - - - - TP-1-T 02 - 16' - 3' 1 NOT USED 15 1 NOT USED 31 ALL EQUIPMENT SHALL BE NEW. _ 7 2 2-E-08 16 2 17 2 NOT USED 32 - * I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM. SEE TITLE SHEET #12 I.I.S.N.S. 2 2 - - - 2 8 1 NOT USED 13 - 18 1 NOT USED 29 - LUMINAIRE ARM SHALL BE MOUNTED PERPENDICULAR TO THE SIGNAL MAST ARM. EVP 1 2 3 3 2 2-N-06 14 4 2 NOT USED 30 - 9 1 EVP 01 & 06 EVP 3 - CAT 5e CABLE (WIRELSS ANTENNA) - - - - - 1 1 2 EVP 02 EVP 4 - 01 - 2 - - - 2 10 1 2 EVP 08 EVP 5 = 2 NOT USED EVP 6 TYPE C 02 - - 4 4 4 4 4 7 DLC 06 _ 3 - - - 3 3 08 - - - - 2 2 2 TLO' SHEET TOTAL - 5 4 4 6 11 11 CONDUIT SIZE 3" 3" 3" 3" 3" 2-4" 2-4" 5 RS EX. SNS 46 45' ALL CONDUITS AND CONDUCTORS ARE NEW. RL EX. R26(CA) EX. R/W EX. R/W EX. R/W EX. R/W HAVEN Ex. RR/W— - - - - - 7 9 - - AVENUE - - - - w3-3 10 EX. R26(S) R6-2, 10 INSTALL 1.5"C., 1-DLC INSTALL 1.5"C., f`EX. R26(S) EX. W3-3 SIDEWALK O TYPE K - - O - - - - - - SIDEWALK 1-DLC ED- 1 - i '-306 I 08 n 50 R9-3a, 10 08 3-N-06 5 5 R9-3b 08 SEE DETAI A 4 EVP 08 06 08 - - - -- — I 6 R3-4 3 L=50' Z — 06_-.. 4 EVP 06 - I N 2 R4-7, 6 6 R70-12 2 L=100' 4 2 R6-2 500' TO fes. R3-4 RS 345' TO LIMIT LINE �.rn �'"'.I 01 I p 1-N-0}-,�: ,�i � _ _ R4-710 2-N-01 CROSSWALK EX. TYPE K EX. TYPE K TO REMAIN ` - L� 345' TO - iv-- s --- _ .� ___ _-. _ -- -_._ _ _-._-- -. _---- _ - _--. _-- - --...- ---. .__ __.._ ___ - __ ___ .___ -__ _-. _._ ____ _-_ _---. 375' 10 -A __ ---- -LIMIT-NNE° __. .__ _ _- ---- ..__ --__ .--. _:-___ C"ICROSSWALK V I - - — 02 R3-18 6 scz 5 I L=50' fVP 0 - - r- - r.. s 2 4 1� 10 R9-3a -- 02 _ -- R9-3b 10! -*2-- - - - -- _. - - - - - f - - - - — -- -- c -- — - _ - -- r c -' 11 1 5 0' C14 r 4-S-02 PA�RK'WIAY _ ^ _. 2 ' - - - ��--------- ----------- ------------------- 02P PARKWAY INSTALL 1.5'C ,p 02 02P — — — — — — — — — — — rl 1-DLtr - S ' - - C - - `. 6 Y = - G INSTALL 1.5 _. \ i` O o t SEE DETAIL B EX. R/W EX. R/W - -- S r E . R/W ,; F.X. R/W c. So Iw:J J� 1-DLC 1 ---- --------------- X7 � 7 y EX. R/W __ `EX. R yy _ F W3-3 RL / O EX. T02REMAAIJ 9 - ----------------------- - '' R2 S(CA) 7 tip_, 4CALTRANS S N (PER CALTRANS STD. PLAN ES-1A) A CONSTRUCTION NOTES CONT.): ~`S 6'X15' RS Rt-1, POST RL RELOCATE EQUIPMENT CONSTRUCTION NOTES: (_� 2 ❑1 FURNISH AND INSTALL 8 PHASE NEMA ASC/3S-2100 CONTROLLER, ❑8 INSTALL 4' CONCRETE PAD. DIMENSIONS SHOWN ON PLAN. -_ �_� I 2-E-08 RS REMOVE AND SALVAGE EQUIPMENT. DETECTOR SENSORS AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. EXACT LOCATION SHOWN ON THE PLAN TO BE VERIFIED BY THE CITY n9 RELOCATE EXISTING SIGN FROM EXISTING POLE TO NEW POST OR ENGINEER. INSTALL CABINET ON NEW FOUNDATION. INSTALL TESCO TRAFFIC EXISTING POLE AS SHOWN. EXISTING R26(CA) SIGN TO REMAIN. ', 28' 36' 8' I EX. R/W BATTERY BACK-UP SYSTEM AND EVP SELECTOR PHASE EQUIPMENT. FURNISH AND INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE 10 INSTALL SIGN AS SHOWN ON NEW STANDARD/POST. �W r 1 79' MANUFACTURERS SPECIFICATION TO PROVIDE THE INTENDED OPERATION. SEE Q,' 4 L=150' SPECIAL PROVISIONS. 11 FURNISH AND INSTALL IP WIRELESS RADIO WITH INTEGRATED ANTENNA ON SIGNAL STANDARD. INSTALL CAT 5e ETHERNET CABLE FROM ANTENNA TO VAR A 11 25' FURNISH AND INSTALL MODIFIED TYPE III-BF 120V/240V SERVICE EQUIPMENT THE CONTROLLER CABINET. IP WIREIESS ANTENNA SHALL BE POINTED EX. R/C ENCLOSURE, WITH ONE (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNALS, NORTH TOWARDS HAVEN AVENUE dt AMBER LANE. EXACT ANTENNA RL EX. R26(CA) TWO (2) 30A-lP CIRCUIT BREAKERS FOR UNMETERED LIGHTING, AND ONE (1) LOCATIONBY TNTRACBE FINAL N SIGNAL STRENGTH 1ON SHALL ANALYSIS BE APPRO PERFORMED - 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE CONTRACTOR SHALL 9 PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SEE SPECIAL BY THE ENGINEER PRIOR TO INSTALLATION. EX. SNS 5 RS PROVISIONS AND CITY STANDARD PAN 407. 12 FURNISH AND INSTALL ETHERNET RADIO POWER SUPPLY UNIT(S) AND INSTALL 20C., � [g 3-; 10 LUMINAIRE, J INSTALL 3" PVC CONDUIT WITH PULL ROPE TO EDISON FEED POINT. (TO BE INTEGRATED ETHERNET MODULE(S) INSIDE CONTROLLER CABINET. I �" - 6� V ISA 60msMW-T(Oht NOTE CONFIRMED BY EDISON.) CONTRACTOR SHALL SUPPLY ALL NECESSARY APPURTENANCES PER THE I 3-#12 I.I.S.N.S 0000000 MANUFACTURERS SPECIFICATION TO PROVIDE THE INTENDED OPERATION. EX. R/W I NO. DESCRIPTION OF REVISION DATE APPRovEO: ® FURNISH AND INSTALL SIGNAL INPUT EVP OPTICAL DETECTOR ON SIGNAL SEE SPECIAL PROVISIONS. o J EX. R/Wm000000l MAST ARM. SEE T11LE/DETAIL SHEET. ~ 3 N; CITY OF RANCHO CUCAMONGA SIGNING AND STRIPING CONSTRUCTION N01ES: N 5 ' 3 REMOVALTOR TO CONTACT SCE OF STREET LIGHT POLE LUMINAIREELIPE , LUMINAIRE UMINAIRE3ARM6A D) FOR NOTE: REMOVE CONFLICTING STRIPING OR PAVEMENT MARKING BY WET M � 15' FOUNDATION. SANDBLASTING' I I 1 10 W3-3 1 12 TRAFFIC SIGNAL PLAN © FURNISH AND INSTALL SIGN ON MAST ARM AS SHOWN. MOUNT PER O PAINT 12" SOLID WHITE THERMOPLASTIC UNE PER CALTRANS STD. PLAN I y INSTALL 2 C., CALTRANS STD. PLAN ES-7N, DETAIL "U". A2 ' I DETAIL B 2-#6 SERVICE HAVEN AVENUE VI F7 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD QPAINT WHITE ARROW PAVEMENT MARKING PER CALTRANS STD. A24A PLAN 102. ISTALL RAISED TRUI i I SCALE: 1"=10' DETECTABLEN NWARNING SURFACE NP RLATESTECALTRANS (IN ITANDARD PLANS (D PAINT 4" WHITE ANE LINE. F S/ PATTERN AT VALENCIA AVENUE Q OSpM� AND SPECIFICATIONS. �URB-SIRE 0c6K-TG-TH&�SA ,SFA"C1t. �0 K CE` ��^ APPROVED BY: ���/ REMaVB At40 RepLAr-6 SIDEW►A1AG Arlo f,11AS t{ Q PAINT 8' WHITE CIIANNELIZING STRIPE PER CALTRANS SID. PAN A20D, DATE: R.C.E.: CIRTMIZ '1V THE SAnSQACTIII OF THF CLT'f1 EK'%I 0Fp DETAIL 38C. ,�� �' P yc CITY ENGINEER S �r�(o?/2� OEFORE yaG Undergro ®PAINT WHITE PAVEMENT MARKING PER CALTRANS STD. PAN A24D. No. 42445 Dow DDE pw�1� �8 JLOMMENDED C7 ADVANTEC C0nsW ' meers ServiceeAlert 6. CONTRACTOR SHALL RE-STRIPE AND MATCH-IN-KIND EXISTING STRIPING �� tIb ' Traft+aS+c«M,�tw,.+Srdms+El«tnw �� .m Call: TOLL FREE ALONG VALENCIA AVENUE APPROXIMATELY 250' EAST FROM PROPOSE L+1V11„ �� 3237 E. Guwtl Road Fmc (909) 05-9311 1 -800 CROSSWALK PER CALTRANS STD. PLANS AND AS DIRECTED BY CITY Al` HAT �o� 91761 www.advantec—usa.com OF r - 422-4133 ENGINEER. REMOVE ALL CONFLICTING STRIPING NOT INTENDED FOR THE C/ECKfD DRANING N0. SIGNAL OPERATION. RCE NO TWO WORKING DAYS BEFORE YOU DIG KYC 07 2 11 IFU NO 2'3!92'5 SHEET 4 OF 4