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HomeMy WebLinkAbout2919-6O rr n. a L0 O L w H O W w J H _-. POLE SCHEDULE STANDARD LUMINAIRE R . S . N . S . SIGNAL MOUNTING PED. PUSH BUT PLACEMENT ## N0. I TYP HEIGHT SIG.M.A. LUM.M.A. (H•P.S•V.) LEGEND* ; VEHICLE9�ED. PHASE QUAD. A°S9� REMARKS 0 `-' 29-5-80 9.1 15.2 4.6 20OW SCHD ♦ , CIRCUIT PHASE DIAGRAM Mulberry Ave 3 -MAS SV -1-T SP -1-T SEE NOTES 4 5 9 AND 13 . ❑ ❑ ❑ ❑ 29A-5-129 (N) 10.7 16.8 (N) 4.6 (N) 20OW (U) Mulberry Ave (N) 3-MAS(U) SV-1-T(U) SP-1-T(U) 4 (N) E 3.05M 10' ) 1.2214 [4 ) 2 1-A 3.05 - - - - - TV-2-T(U) SP-1-T(U) 6 S 2.%Old'-�!D'' 1.2214 [4') SEE NOTES ® AND ®. 3 19-3-80 9.1 9.1 4.6 20OW Foothill Blvd 2 -MAS SV -1-T SP -1-T - - - SEE NOTES ®,©A N D 97. 24A-4-129 (N) 10.7 10.7 (N) 4.6 (N) 20OW (U) Foothill Blvd (N) 2 -MAS (U) SV-1-T(U) SP-1-T(U) 6 (N) S 1 3.35M [11') 1.22M [41 4 1-A 3.05 - - - - - TV -2-T SP -1-T 8 W SEE NOTES F4-]. ® AND 87. 22 (N) 10.7 - 4.6 (N) 200W (N) - - SV -2-T (N) SP-1-T(U) 8 (N) W � 3.0514 [10'] 1.2214 [4'1 29-5-80 9.1 15.2 4.6 20OW Mulberry Ave 3 -MAS SV -1-T SP -1-T 8 W SEE NOTES ®, ®, ®, 12 N14 . 61A-5-29 (N) 10.7 18.2 (N) 4.6 (N) 200W (U) Mulberry Ave (N) 3 -MAS (U) SV -1-T (U) SP -1-T (U) 8 (N) W ��yl ` _ :1�D/l'7" 6 1-A 3.05 - - - - - TV -2-T SP -1-T 2 N - - SEE NOTE 10 . 0 19-3-80 9.1 7.6 4.6 20OW Foothill Blvd 2 -MAS SV -1-T SP -1-T 2 N - - SEE NOTES ®, ®, ®, 10 AND 12 . 24A-4-129 (N) 10.7 10.7 (N) 4.6 (N) 20OW (U) Foothill Blvd (N) 2-MAS(U) SV-1-T(U) SP-1-T(U) 2 (N) N EXISTING EXISTING Q1-A 8 3.05 - - - - - TV -2-T SP -1-T 4 E - - SEE NOTES ®, ® AND 0. 22 (N) 10.7 4.6 (N) 20OW (N) - - SV-2-T(N) SP -1-T (U) 4 (N) E 3.05M [10°] 1.22M [41 9 PPB 1.47 - - - - - - - 4 E - - SEE NOTE 11 . 10 PPB 1.47 - SEE NOTE 11 . ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. REFLECTORIZED STREET NAME SIGN. (U) = USED EQUIPMENT TO BE REMOVED :AND REINSTALLED AS NOTED. SEE PLACEMENT DETAIL HEREON. (N) = NEW EQUIPMENT TO BE FURNISHED AND INSTALLED AS NOTED. NOTE: ALL STANDARDS, PEDESTRIAN SIGNALS AND VEHICULAR SIGNALS WITH BACKPLATES COMPLETE ARE CITY FURNISHED. THE CONTRACTOR SHALL FURNISH MOUNTINGS .AND ALL OTHER EQUIPMENT. ALL CONDUITS, CONDUCTORS AND CABLES ARE NEW UNLESS OTHERWISE NOTED. (E) = EXISTING CONDUIT OR CONDUCTORS. 1-3#22 SPECIAL CABLE WITH DRAIN WIRE. SEE SPECIAL PROVISIONS. 3#0 SERVICE CONDUCTORS. 0 3.014 4.6M 9.114 [10'J [15') [30'] LEFT-TURNO • s SPACING SCALE: NONE ►�-06- r __05-) 9 -0-02P CONDUCTOR SCHD ♦ , CIRCUIT PHASE DIAGRAM RUNS 12 SIGNAL COND. CABLE SIGNAL COND. CABLE LUMINAIRE �OQQ� f9416-MB10 CONDUIT SIZE (MM) • ALL CONDUITS, CONDUCTORS AND CABLES ARE NEW UNLESS OTHERWISE NOTED. (E) = EXISTING CONDUIT OR CONDUCTORS. 1-3#22 SPECIAL CABLE WITH DRAIN WIRE. SEE SPECIAL PROVISIONS. 3#0 SERVICE CONDUCTORS. 0 3.014 4.6M 9.114 [10'J [15') [30'] LEFT-TURNO • s SPACING SCALE: NONE ►�-06- r __05-) 9 -0-02P q f� PHASE DIAGRAM SIGN SCHEDULE SEE STANDARD PA MODEL 711 OPTICAL DETECTOR OPTICOM SENSOR MOUNTING DETAILS SCALE: NONE SIGNAL STANDARD PLACEMENT DETAIL SCALE: NONE C. No . X8707 Eq. 6-30-01 ��- e✓oTE-S OF REVISIONS APPROVAL DATE APPROVAL CITY DATE DISTB COUNTY M &ILOMETER • TOTALOST .moi t ='� toMeM 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 STANDARD PLANS AND SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. LOCATIONS OF .ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600 PRIOR TO ANY EXCAVATION. 3. OBTAIN APPROVAL FROM STATE REPRESENTATIVE FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM STRIPING REVISIONS PRIOR TO LOOP DETECTOR LAYOUT. 4. ALL VEHICLE INDICATIONS SHALL BEQO/y/1 ALL SIGNAL HEADS SHALL BE METAL WITH METALLIC LOUVERED BACKPLATES. 5. ALL LOOPS SHALL BE fid'_ IN DIAMETER WITH 3_._- SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE UNLESS OTHERWISE DIMENSIONED (SEE DETAIL "B" FOR LEFT -TURN LOOP SPACING) EXTEND LIMIT LINE LOOPS_06-PAST LIMIT LINE UNLESS OTHERWISE INDICATED. 6. CONDUIT SHALL BE RIGID METAL. MINIMUM CONDUIT SIZE SHALL BE UNLESS OTHERWISE SPECIFIED. ALL CONDUIT UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 7. EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT IS REQUIRED AS PART OF THIS TRAFFIC SIGNAL CONSTRUCTION. SYMBOL f) DENOTES A ONE-WAY SENSOR WHILE SYMBOL DENOTES A TWO-WAY SENSOR. SEE CONTRACT SPECIAL PROVISIONS. Ems,"/5T//y6z>�/GoV.4L5' ,4/1/® G SyALL FIE�I.�1/r�/ //j% AiY� L/G//T/NG .A," ��ER,�IT/04.9L. 9. --.__,CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN PUBLIC RIGHT OF WAY. CALL (909) 350-7610. lO _.ALL_LOOPS AND CONDUIT NOT SHOWN TO BE REUSED SHALL BE ABANDONED. :ALL COii/lJ�/CT®F�.l` A/!�® Gq,BLES /�OTS.�®/�'%t�TO .�Et�EL/.5EO Sy,�ILL BE �E/l®I�E.O. 1h S/fr/I4L 5C,) 0L/TFR -.C4C1�ET a5'4LL BE/A/G /Z�,0 (raAZCTE.0 TO ,4,194WOR/d7Z i fZ.5 - «ill/OL/CTO�S �/®T BE//s//C �/5EO 5f/.dLL AYE T//.E//,' �ifl/,D..S /!✓.5C/LA'TFO �/YI LE.�7' /r�/ Tf/E T��Qi'1/�(/.4'L �Or�l�.4.�Tiy1�NT FOR FUTl1F�E USE, CONSTRUCT NEW FOUNDATION AND RELOCATE EXISTING CONTROLLER AS SHOWN. THE EXISTING CONTROLLER IS A STATE TYPE 170 CONTROLLER IN A TYPE 332 CABINET. INSTALL ADDITIONAL DETECTOR AND PREEMPTION UNITS AND MODIFY THE CONTROLLER AS REQUIRED TO ACHIEVE THE INTENDED OPERATION. CONNECT SIGNAL INTERCONNECT PER TRAFFIC SIGNAL CONTROLLER MANUFACTURER'S REQUIREMENTS. NOTE: AN ADDITIONAL SIZE 78 CONDUIT SHALL BE INSTALLED IN THE CONTROLLER FOUNDATION AS PART OF THE INTERCONNECT CONSTRUCTION PER SHEET 18. 22] CONSTRUCT NEW FOUNDATION AND RELOCATE EXISTING STATE TYPE III -CF SERVICE ENCLOSURE .AS SHOWN. 33 5WkA,'_,E. - -.y' TJs�r� T� 2 �T � �.^± Ll'. 9i✓d /���T. LL °' 'f�' <2- � 55fMGaLI� El //�✓5T,�� �. �.�¢LECiC7,�/.�EL' _.�i�L:-� i .'Y•9�� S/mel/ A.5�'E/J�LY G�/��CETE� _�.E,Q _: G'/T_Y OF izZ7/Y1,-411 4 S7-41YWAO Oer,4121 5 h!5�'Y-a�-sd%1 /'1DACL �:7/,'' :��i'✓'�"G/�'i .��//;✓�U"ti' ✓✓•°'9d�T .vEh'.:.�.E'T.9/L "� '1t`�f,,E�/�! _5W,"Z_1 Z- /,<'11.5T,',ZZew ew .4 's"q 6;er al2741Li1,r A� �� I�.E .aTl��T-,s��rr't�G��?�r�T •�L,441d�.5. � ,, =C0/!/T_Tt�c ' _ G <v'Ti�r'✓� TO.�r' _ 4,G L _�/�'/i'✓l/' /t'. AN, � /4/ 7.4LL _4 �: LEO lite i/C�1T/�/Y tae / / TE/�/✓�L 1416 FIV A440 TFFfi^?l�•9T/G/�/ �O•r�/��'c�i�C®oD%%'1���T •:.�.y.�°LL' ,6�E�s�_ . `C"5�!.�i`.�.� CO/�i��C.Pr.�oQ.�""_ .��.D' �/YO �fr.'E.O_�T� _` ��pr,P�i^d;�*.4L_��LC�".�C' ••A�.. - ,,_ _ ne Information on this Ora win j is obtained from o hers ani must verified in the field b a,nyo prior to ase or construction. 'WARREN C. SIECKE is not responsible for undertreund facility locations or depict sns. AN above around facilities can be readily sten aM verified by the parties that intend is uce "Me. PREPARED UNDER THE SUPERVISION OF: WARREN C. SIECKE, R.C.E. 18707 DATE k1 ( IN METERS ) 5 0 5 10 20