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HomeMy WebLinkAbout938-S . r tiP POLE SCHEDULE CONDUCTOR SCHEDULE 2 �,� c , RUINS SIGNAL STANMASTDARD ARM LUMINAIRE SIGNALVEHICLEUr�T IrdGS PUSH EBUTTON REMARKS AWG CIRCUIT \ TYPE SIZE/TYPE Q Q 4 1 SIG , LUM , POLE M .A . L.T. PED TYPE PHASE Q A51 a� ,� 1 17-2-80 20' 12' 200W/PIPS SV-2-TA MAS - SP-1-T B B 0A NB 3 SECTION - ALL 12"HEADS A VEH 3 6 3 3 2 GA � 0 B VEH 3 6 3 3 1" F,A�V b G �'` O 1-A-10' - - - TV-1-T - - SP-1-T 6 A LOUVER I ��A� DILATIONS ' G 3 17-2-80 20' 12' 200W/HPS SV-1-T MAS - SP-1-T B A LOUVER(STRAIGHTV�E -- A P E D 2 4 2 2 �, v�Z ��-E'�P��c,��'0 O LSAT I QN S 14 �� �� �F.� �p�' ® 1-A-10 - - - TV-1-T - B PED 2 4 2 2 .� 1 SPti Pp IV -- SP-1-T B B TV-I-T - ALL 12" HEADS A PPB 1 1 1 1 �j P�- � ��E�� 5 17-2-80 20' 12' 200/NPS SV-1-T MAS - SP-1-T B B LOUVER (STRAIGHTVANE) - - TV-1-T - - SP-1-T B A B PPB 1 1 1 1 63� .Pa� GGyNa��3� , 6 1-A-10 ALL V H CE SI�N A DILATIONS PPB COMMON 1 1 1 1 t0\1.Oa 07 17-2-80 20' 12' 200/HPS SV-1-T MAS - SP-1-T B A ADUVE��S�RR7GI�TV�� SPARES 3 6 3 3 "os, �G - - - - - ALL VEHICLE SIGNAL INDICATIONS TOTAL 29 O8 1-A-10' TV-1-T SP-1-T B B 0 16 16 16 r 10 26 N 5���;Q� MM N 1 2 1 1 ` LUMINAIRES 2 2 1 2 2 p ZE R TOTAL 3 4 3 3 4 2P 1 v`�tMP PHASE DIAGRAM EXZS�ING i 'it 8 SERVICE 3 4 #18 CA. IMAGNETOMETER 2 4 2 2 EX I WG 140 METER 51 ; 1' " GALV 2/#12 2CA- 4/#18 1 I I CON TROLER-FURNISH i INSTALL TYPE 90 CONTROLLER � � L --� AND APPUTENANCES IN A TYPE ,P CABINET, A OOP CALL - r SERVICE- FURNISH & INSTALL TYPE II Y 12 ti 2 #12 CA. B LOOP TOCALLI 1 k3 `2 ® STYLE B SERVICE DIAGRAM 1 8 ELTO J 0 A 08 STD. DWG. ES -2B, ES-2C. lfcff 1 ,P�' � -� ti � ICE � EXISTING & ULTIMATE R/W`� 6 TO RI At 2 EXISTING & ULTIMATE R/W L 5 , ,6 A \ 2 NG.._ �..�� fl 1 4/#lR CA' ULTIMATE C & G - ULTIMATE C & G FH � , A N g � TIME DELAY ;B 3T + tW. L., P `M ` A , 13: R "—JET II L 4B CONDUIT SIDE 2" 3" 2" 2" 2" � W - --�( �rt _.., r 10" $EWER �� POLE #173301 $ s 10� 10� 25� 5B N {— X50' TO XWALK SAN 13ERNARDINO �, S 11 L 8 - IV ROAD 9,6 25� 10� 1 AL 2/ - - 10" W. L. - I V CC W. W GAS — G G G — G G G� ULTIMATE C & G r 3" a 1 ��— - G. �G — G 'Ix 1= /#12 112" GALV C g 'ULTIMATE C & G -� EXISTING R/W 3 EXISTING R/WR=26/1 12 ;. COIL 20' ,pDDmONALi CONDUCTOR LENGTH IN NO.6 PUI.LBOX FOR FUTURE_ RELOCAT+ON OF ' 4 POLE 5 TO ULTIMATE . o N 3 i 5t1 I (EXISTING R/W 1 EXISTING R/W 3 1 ' 8A 6 A 11 , f IV t s b' 0 11 13� ': ULTIMATE RIW SCALE 1"- 20 ULTIMATE R/W CONSTRUCTION NOTES j t. ALL ITEMS TO BE FURNISHED AND ALL RK ' FALL WATERLINES 4AVE�30" COVER F WO TO BE DONE SHALL CONFORM TO SECTION 86 2� >.SEWERLINES ARE 7' OF COVER PER "SIGNALS AND LIGHTING" OF THE STATE OF CALIFORNIA, STANDARD SPECIFICATIONS 12 W = W 1 � DATED JANUARY, 1978 AND STANDARD PLANS DATED 1977 AND AS MOST RECENTLY REVISED. RANCHO .000AMONGA WATER DISTRICTQ N 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY (, o COMPANIES 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. IT SHALL BE THE CITY OF RANCHO CUCAMONGA RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION 4 44� 10ULTIMATE C & G WITH THE UTILITY COMPANIES. ' TRAFFIC SIGNAL a LIGHTING � 3. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIKES OR STRUCTURES SHOWN 26 26 CARNELIAN ' STREET ON THESE PLANS WERE MADE BY A SEARCH OF THE RECORDS. HOWEVER, NO GUARANTEE IS FUTURE C & G `6' MADE THAT ALL SUBSTRUCTURES OR THAT THE LOCATIONS SHOWN ARE EXACT. THE (VINEYARD AVENUE) CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES G WI1-� INCLUDING THOSE NOT SHOWN OR THOSE NOT OF RECORD, 1 32 u`jMASE & SAN B E R N A R D I N O ROAD 4. THE POLE SCHEDULE AND CONDUCTOR SCHEDULE ARE PROVIDED AS A GUIDE ONLY. THE I BE 32 0 CONTRACTOR SHALL PROVIDE THE MATERIALS REQUIRED FOR THE INTENDED OPERATION. S. STRIPING BY OTHERS. APPROVED 6. THE CONTRACTOR SHALL VERIFY WITH THE TRAFFIC ENGINEER AND THE INSPECTOR THE " DATE C. E. No. 2 OPA�V PRECISE FIELD LOCATIONS FOR ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. ¢ TITLE DESIGN D. BARKER RECOMMENDED L. D. WARD r. x �,• G DRAWN M- COLLINS SHEET I OF I 7. NO PULL BOX SHALL BE LOCATED IN OR WITHIN 1 ' OF ANY WHEELCHAIR RAMP. o _ Q CHECKED D. BARKER DRAWING NO. -939 o N W Z 3 LINSCOTT, LAW A GREENSPAN. INC., ENGINEERS w CH'-1 CH'-2 TRANSPORTATION, TRAfEIC, PARKING i CIVIL ENGINEERING 2400 MICHELSON DRIVE, IRVINE, CALIFORNIA 92,115 ;714) 955-0260 II 8405 PERSHING DRIVPLArA DEL KEY, CALIFORNIA 9029; (213) 821-3457 RCE 19459 -Z3- RTE 206 Fl-AN 939