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1884-S
GENERAL NOTES GENERAL NOTE5 (CONT) I. TRAFFIC, 516NAL AND H1644WAY 5AFETY LIGHTING 5Y5TEM5 PER GALTRAN5 STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT A5 NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, 19112, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. 7. VEHICLE INDIGATION5 SHALL BE 12", PULLBOXE5 No. 5 AND CONDUIT 2" RIGID METAL COF DOUBLE YELLOW LINE 2. TRAFFIC, 516NS, STRIPES, MARKINGS AND LEGENDS PER GALTRANS TRAFFIC SIGN 5PEG- EXGEPT AS SHOWN. OR MEDIAN GURB FADE FICATIONS, TRAFFIC MANUAL. MAINTENANCE MANUAL, AND 5TANDARD 5PEGIFIGATION5. CONFORM PAVEMENT LEGENDS TO CITY 5TENGIL5. REFLEGTORIZE ALL 516N5, STRIPES AND LEGENDS. b. ELECTRICAL 5ERVICE5 SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR 516NAL5 LEFT TURN LANE -v (ONE 50 AMP), ILLUMINATED 516N5 (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). GOORDINATE SERVICE DETAILS AND SCHEDULING WELL CD 30' 15' 10, WORKS GON5TRUCTION, 2000 EDITION. IN ADVANGE OF NEED. O Q 4. LOCATE ALL SUBSTRUCTURES PRIOR TO GONSTRUGTION. HAND DIG FOUNDATIONS UNTIL 9. THE GONDUGTOR 5GHEDULE 15 FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 0 CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RE5PONSIBILITY TO PROVIDE THE GORRECT GONDUCTOR5 REOUIRED t8"WHITE TURNING LANE LINEmW I 5UB5TRUGTURE OWNER5. PHONE UNDERGROUND SERVICE ALERT AND GONGERNED UTILITY FOR THE INTENDED OPERATION. -- t z GOMPANIE5, 48 HOURS PRIOR TO GONSTRUGTION. LOCATION OF UTILITIES AND 5UB- THRU LANE m < STRUCTURES HAVE BEEN 5HOWN FROM A 5EARGH OF AVAILABLE REGORD5. THE GONTRAGTOR UTILITY COMPANIES PHONE NUMBER5 t SHALL GONDUGT HIS OPERATION IN SUCH A MANNER AS TO PROTEGT NOT ONLY THE Q UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR 50155TRUGTURE5 THAT SOUTHERN GALIFORNIA EDI5ON CO. 10' �y� V ARE NOT SHOWN ON THESE PLANS. (GONTAGT DAVE OUEZADA) (QOG) 351-6240 SOUTHERN CALIFORNIA GAS GO. (800) 422-4133 j 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, GRO55WALK AND LIMIT LINE LOCATIONS PRIOR VERIZON (909) 469-6327 D C I �` TO FINAL PLACEMENT. PERFORM PRELIMINARY 5TRIPIN6 LAYOUT PRIOR TO LOOP DETECTOR PAGTEL (800) 422-4133 C4" LANE LINE m +!! LAYOUT. GUGAMONOA GOUNTY WATER P15TFZICT (909) 967-2591 (WATER AND SEWER) THRU LANE 1z Z UNDERGROUND 5ERVIGE ALERT (800) 422-4133 T J 10' _ - --- 1z - ♦ I ly \-Z }' Q 4" LANE LINE OR 8" Nt O - TURNING LANE LINE m - - w THRU OR RIGHT10' �' E.G.R.- TURN LANE v 51 uj O TOP OF GURB FADE I Q "B" 1, n O O ,.0 IY Q m LOOP DETECTOR PLACEMENT POLE LOCATION CODE REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS f=Lmp4Ns FOR THE CONSTRUCTION OF TRAFFIC S 04N D 604FEW10*110 LMIGHTIN( 04T ow ;ZOUTE Nc) 0 \r= \/ENUE V I C.. I N I TNr MAF SHEET I N[I EX No. REVISION APPR. DATE I . Title Sheet 1; o. CITY OF RANCHO CUCAMONGA 2 . Tra fic �i nal Ian ARROW HWg TRAFF 1 G 51ONAL FLAN Q ARROP4 ROUTE ARROW ROUTE AT GROVE AVENUE INFORMATION AND DETAILS 8TH ST APPROVED Bi DATE CITY ENGINEER - R.C.E. �0. 24953 11 �� --- - Q �� ; DESIGN RECOMMENDED j - JAcs r NOMM - BB � � CONSULTING CIVIL ENGINEERS ..� - AND LAND SURVEYORS Q w v z , DRAWN 400 N. AUSTIN AVENUE SUITE 230 SHEET / � SANTA ANA. CA. 92705-3736 _ p. 1 1 J% TEL 714 973-2230 -_ .._ -- _-BB - - .. FAX 714 973-2263 ( OF 2 CHECKED DRAWING NO. + P % / f/_Z e3 1 $89 ' J POLE SGHEOULE ■ No. STAI!�IDARD IRE VEH1_ Nt IGL E 516NAOUPiTINS 51 -PED PPg E TI LLOGAREMARKS TYPE 516. L m. POLE HRSV MAST ARM POLE MT67. m GAJAD AIMOW E B G M GONOUGTOR 5GHEMLE A Iq-I-70 300', b8l' HT. 30' 250W MAS SV-I-T SP-I-T 4 W LT EXI5TIN6 AW6 CIRCUIT - RUN No. B IA - - 10' - - TV-1-T 5P-1-T 2 N RT EXISTIN6 - G 17-2-70(N) 20' ' ' (N) 12 (N) 30(N) 250W(R) MA5(R) SV-I-T(R) SP-I-T(R) 2(R) N(R) LT(R) 11.5' - .2.5' I 2 3 4 - - (P2 VEHICLE 3 3 3 6 D IA(R) - - 10'(R) - - TV-1-T(R) SP-1-T(R) 4(R) E(R) RT(R) - 15' 12.5' - (P4 VEHICLE 3 3 3 6 E) 17-1-70 15' 8' 30' 250W MAS 5V-1-T SP-I-T 4 E LT EXI5TIN6 - m2 PED 2 2 2 4 F IA - - 10' - - TV-I-T 5P-1-T 2 S RT EXI5TIN6 - ,P4 PED 2 2 2 4 C 17-1-10 15' 8' 30' 250W MA5 SV-I-T SP-I-T 2 5 LT EXI5TIN6 - (P2 PPB I 1 1 2 H IA - - 1 10' 1 - - TV-I-T SP-I-T 4 W RT EXI5TIN6 - IP4 PPB I 1 1 2 ALL EQUIPMENT IS EXI5TIN6 UNLESS OTHERWISE NOTED: #14 PPB COMMON I I 1 2 (N) = NEW SPARES 3 3 3 b TOTAL I b I b 16 32 (R) = RELOCATE 516. COMMON I 1 1 2 #10 LUMINAIRE I 1 1 2 SCALE: I" = 20' TOTAL 2 2 2 4 PHASE DIAGRAM TypE m2 DETECTOR I - 1 2 �+ ROS E AVENUE (� �4 DETECTOR - I I 2 (� �( j,� GROUP A GROUP B DLG TOTAL I I 2 4 � CONDUIT 51ZE 2" 5" 3" -2' N=NEW; E=EXI5TINO E N N E zI I 2-04 - ALL CONDUCTORS ARE NEW - -I*---� (PI (P2 (P3 (P4 I ! I I N zXN><]>< I I � I I I II m5 (Pb (P7 (p8 I Ij I ' i I I I I I I I I � LOOPS TYPE IV5 TYPE IV 5 i � e � LOOP(I) X w�z y � . _ I r V 4V2P it�5 TYPE IV - Z - (P2PA DET 38 �g EO t - m / 4 �4� 1 ,f i r L - � - - - - - - - - - - - - 98 T_ - � m2 C) m2 e 60' 75' = i' �` �3 DET 22 TYPE IV o � m2 ry N w m 04 � LJ { �r �"-EX. 2" G. INSTALL 2# SIG "T @ AND 2#10(LUM) '10+94.61 �- DET 38 3� LOOP(I) e iV DET 22 3 - - .�-� ' '" -- _ (P 2P xz Lu CL POLE COMPLETE RL OC �-�--..� 4 OA IEX. TYPE IA SERVICE z - _ iEX. SERVICE FEED POINT N ARRON / i. J \ PP #H-q200-"(LOOPS ice' O U TE i B ®POLE COMPLETE EXCEPT RL EX. TYPE QO CONTROLLER VEH HEADS, PED HEAD I IN TYPE "R" CABINET PPB ASSEMBLY AND LUM I TO LOG© I I I I I 1 ii t I I i I I I I L LJ II 1-04 CONSTRUCTION NOTES ❑1 RETROFIT 12" VEHICLE HEADS WITH NEW YELLOW AND GREEN LED INDICATIONS. No. REVISION APPR. DATE ❑2 REMOVE GONFLIGTiN6 STRIPING AND MARKINGS BY NET SANDBLASTING. ` AVENUE CITY O F RANCHO C U CAM O N GA O ❑3 INSTALL STRIPING DETAIL AS NOTED. ❑4 INSTALL 12" WHITE LIMIT LINE (THERMOPLASTIC). TRAFFIC SIGNAL PLAN 5 INSTALL PAVEMENT LEGEND AS NOTED. ARROW ROUTE AT GROVE AVENUE APPROVED BY DATE CITY ENGINEER - � f --- - R.C.E. N0. -24953 DESIGNS RECOMMENDED 4T I BB li0- �� 4,ti j 1 - RONBULTINO CIVIL ENOINEERB` _ ft) AND LAND SURVEYDRB 311' DRAWN +oo N. TUST1N AVENUE SUITE 230 SHEET �? BB TEL Y1 973-22305-3736 2 2 _ FAX (71� 973-2263 OF _ _ CHECKED DRAWING NO. � - o3 -