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HomeMy WebLinkAbout2930-5CONDUCTOR TABLE 60' CIRCUIT OR RUNS 1AIzAl 13' 47' 3 A4j4 2jjAj2jjAjzAjAjAj PLACEMENT 10.0' C TYPE I I I I I I I II I II I II AWG. POLE I II POLE OA QUAD VEHICLE PED. MESSAGE W B 1-1 1-1 1-1 35' 15' 250 W { POLE OB 6P E MAS, SV -1-T I 1-1 1-1 6.8' SEE NOTES BELOW B 1-A 10 1 3 ; I1 �Uof TV -1-T SP -1 -CS - 9.4' 7.1' C !N II 35 ' W M POLE 1oi B 8P S 2 -MAS, SV -1-T SP -1 -CS Philadelphia St 4.2 6.2 •F-1�' ((SEE PLAN) 8EE NdTES BELOW W v 'W Ii - 8 ` x I I . 2P 6E 7 .. I I I I I II I N I I 4.2' 4.0' E U Z POLE OD 20' 15' 1-2 1-2 1-2 1-2 MAS, SV -1-T SP -1 -CS Country Village Rd 10.6' 4.1' SEE NOTES BELOW F 1-A 10' - - - B 4P N TV -1-T SP -1 -CS - 11.9' 4.0' 0 POLE UE 26A-4-80 1-1 1-1 1-1 250 W B 4P N 2 -MAS, SV -1-T SP -1 -CS Philadel hia St 19.0' 5.0' HH15'G 1-A 10' - - - B 6P E TV -2-T SP -1 -CS - o POLE OF 1-1 i-1 1-1 1-1 z POLE OG 1-1 1-1 1-1 1-1 1-1 POLE OH 1-2 1-2 1-2 1-2 TOTAL 1-1 2-2 3-4 4-5 5-6 5-6 3-4 3-4 3-4 2-3 1-1 10 1 LUMINAIRE T 1 2 1 2 1 2 1 1 1 T 1 1 2 1 2 1 2 VIDEO VIDEO CABLE 1 1 2 2 2 2 1 1 1 DET. VIDEO SVC 1 1 2 2 2 2 1 1 1 OPTICOM CABLE 1 1 1 2 1 1 2 1 1 2 1 2 1 1 1 1 1 CONDUIT SIZE 53 1 78 78")l 103 1 1 103 p 103 7878 1 78)l 78 1 78 1 53 2" (3") 3 4 `/' ` 7 3" 3" 3" 3" (311 2A 3 I I oo II HEADER CUT 53 (2-)C., INSTALL. 2#10(LUM) �O I 1 115 TACK COAT COMPLETE PROPOSED SERVICE FEED POINT (SCE HANDHOLE) B s 2" C' INSTAL 3#6(�SIG)I 0 c 1t 1, SURFACE BEING PAVED - ( ) I► 5 5 (2")C}, INSTAL 1 Sl� ;; 1 I I II 53 (2")C, PULLROPE ' (FUTURE SIC) # 7 1413320tiE 9 'JOINT NCHii i it a ;EXISTING © 531 ")C., I ULLROEt NEW A.C. 0.10 MIN. AC SURFACING , I ; (FUTL RE SI ) I 6E A 2 -SACK 53 (2")C. PULLROPE O �� CONCRETE BACKFILL (CLSM) (FUTURE SIC) , ----_ _- ;�l�I� j' (INITIAL POUR TO BE FLUSH EX. �W / . WITH SURROUNDING SURFACE) - _T5 o --__ RIGID METAL CONDUIT(S) -- _ (INSTALLED WITH 18" MIN. COVER) cb 0 , 8' ( DETAIL "B„ Ex. c&G 12"W- c; 2.w o - O _ 4"G - _ - -� 4"G N.T.S. 4 !ti -ST j, ----- ----- R - -------------INSTALL---- - ----�1 11 TENON , I 08' HEADER CITY OF FONTANA ; CUT-------------------------------------------------------------------------------- ---- , TACK COAT _ G c - - G �_�� 0.03' LIP 1 ALL EDGES 9+00 1 \IIt------------------------------------=-------------- -5"22'-)C-,-PULLR-0PE -----'--=-- � COUNTY OF RIVERSIDE {FUTURE SIC) JOINT TRENCH --------------------------------------------------------------------------------- - A ---- 1 I a•. n ... ° , EXISTING I' 0.10 MIN. AC SURFACING LO 1� EX. C&G , �� I ~ CONCRETE2BACKF.ILL (CLSM) o ', 1' 08 EXISTING (INITIAL POUR TO BE FLUSH- CURB AND GUTTER WITH SURROUNDING SURFACE) 0 E 04P EX. R/W & BLOCK WALL H N 53 �2") F+ i RIGID METAL CONDUIT PHILADELPHIA o (INSTALLED WITH 1' MIN. COVER) 0 N DETAIL "C" N TS U TRAFFIC SIGNAL AND LIGHTING GENERAL NOTES 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999) UNLESS OTHERWISE NOTED. 2. LOCATIONS OF ALL UNDERGROUND UTILITITES 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, 48 HOURS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND ,CONDUIT SHALL BE 53 (2") RIGID METAL EXCEPT AS SHOWN. ALL VEHICLE HEADS SHALL BE PER SPECIFICATIONS. 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERATIONAL, SEE SPECIAL PROVISIONS. 6. EXACT LOCATION OF EQUIPMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 7. THE CONTRACTOR SHALL RELOCATE OR, REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTION PER SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE ENGINEER. 8. ALL STREET -CROSSING CONDUITS THAT CANNOT BE BORED SHALL BE INSTALLED PER DETAIL "B", THIS SHEET AND THE SPECIAL PROVISIONS. 53 (2")C., PULLROPE (FUTURE SIC) LEGEND 0- OPTICOM DETECTOR =' VIDEO IMAGE DETECTOR SPECIAL NOTE: THE CONTRACTOR SHALL NOTIFY SCE AT LEAST 2 WORKING DAYS PRIOR TO DRILLING FOUNDATION FOR POLE DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1- 800- 227- 2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Brig OF RIVET ~ R73-3 4 G 13' POLE SCHEDULE 60' STANDARD 59' 13' 47' PUSH BT.* 46' S.N.S. PLACEMENT 10.0' C TYPE I I I I I I I II I II I II H.P.S.V. I I II I O QUAD VEHICLE PED. MESSAGE W B A 26A-4-80 35 35' 15' 250 W { B 6P E MAS, SV -1-T I I� II I z 11 1 6.8' SEE NOTES BELOW B 1-A 10 1 3 ; I1 �Uof TV -1-T SP -1 -CS - 9.4' 7.1' C !N II 35 ' w 15 1oi B 8P S 2 -MAS, SV -1-T SP -1 -CS Philadelphia St 4.2 6.2 •F-1�' ((SEE PLAN) 8EE NdTES BELOW W v 'W Ii - 8 ` x I I . 2P 6E 7 .. I I I I I II I N I I 3 I I oo II HEADER CUT 53 (2-)C., INSTALL. 2#10(LUM) �O I 1 115 TACK COAT COMPLETE PROPOSED SERVICE FEED POINT (SCE HANDHOLE) B s 2" C' INSTAL 3#6(�SIG)I 0 c 1t 1, SURFACE BEING PAVED - ( ) I► 5 5 (2")C}, INSTAL 1 Sl� ;; 1 I I II 53 (2")C, PULLROPE ' (FUTURE SIC) # 7 1413320tiE 9 'JOINT NCHii i it a ;EXISTING © 531 ")C., I ULLROEt NEW A.C. 0.10 MIN. AC SURFACING , I ; (FUTL RE SI ) I 6E A 2 -SACK 53 (2")C. PULLROPE O �� CONCRETE BACKFILL (CLSM) (FUTURE SIC) , ----_ _- ;�l�I� j' (INITIAL POUR TO BE FLUSH EX. �W / . WITH SURROUNDING SURFACE) - _T5 o --__ RIGID METAL CONDUIT(S) -- _ (INSTALLED WITH 18" MIN. COVER) cb 0 , 8' ( DETAIL "B„ Ex. c&G 12"W- c; 2.w o - O _ 4"G - _ - -� 4"G N.T.S. 4 !ti -ST j, ----- ----- R - -------------INSTALL---- - ----�1 11 TENON , I 08' HEADER CITY OF FONTANA ; CUT-------------------------------------------------------------------------------- ---- , TACK COAT _ G c - - G �_�� 0.03' LIP 1 ALL EDGES 9+00 1 \IIt------------------------------------=-------------- -5"22'-)C-,-PULLR-0PE -----'--=-- � COUNTY OF RIVERSIDE {FUTURE SIC) JOINT TRENCH --------------------------------------------------------------------------------- - A ---- 1 I a•. n ... ° , EXISTING I' 0.10 MIN. AC SURFACING LO 1� EX. C&G , �� I ~ CONCRETE2BACKF.ILL (CLSM) o ', 1' 08 EXISTING (INITIAL POUR TO BE FLUSH- CURB AND GUTTER WITH SURROUNDING SURFACE) 0 E 04P EX. R/W & BLOCK WALL H N 53 �2") F+ i RIGID METAL CONDUIT PHILADELPHIA o (INSTALLED WITH 1' MIN. COVER) 0 N DETAIL "C" N TS U TRAFFIC SIGNAL AND LIGHTING GENERAL NOTES 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999) UNLESS OTHERWISE NOTED. 2. LOCATIONS OF ALL UNDERGROUND UTILITITES 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, 48 HOURS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND ,CONDUIT SHALL BE 53 (2") RIGID METAL EXCEPT AS SHOWN. ALL VEHICLE HEADS SHALL BE PER SPECIFICATIONS. 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERATIONAL, SEE SPECIAL PROVISIONS. 6. EXACT LOCATION OF EQUIPMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 7. THE CONTRACTOR SHALL RELOCATE OR, REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTION PER SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE ENGINEER. 8. ALL STREET -CROSSING CONDUITS THAT CANNOT BE BORED SHALL BE INSTALLED PER DETAIL "B", THIS SHEET AND THE SPECIAL PROVISIONS. 53 (2")C., PULLROPE (FUTURE SIC) LEGEND 0- OPTICOM DETECTOR =' VIDEO IMAGE DETECTOR SPECIAL NOTE: THE CONTRACTOR SHALL NOTIFY SCE AT LEAST 2 WORKING DAYS PRIOR TO DRILLING FOUNDATION FOR POLE DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1- 800- 227- 2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Brig OF RIVET ~ R73-3 4 G 13' POLE SCHEDULE L STANDARD MASTARMS LUMINAIRE PED PUSH BT.* SIGNAL MOUNTING S.N.S. PLACEMENT COMMENTS C TYPE HT. SIG. I LU M. H.P.S.V. PHASE 7 TYPE PHASE QUAD VEHICLE PED. MESSAGE A B A 26A-4-80 35 35' 15' 250 W { B 6P E MAS, SV -1-T SP -1 -CS Mulberry Ave 10.3' 6.8' SEE NOTES BELOW B 1-A 10 1 B 8P S TV -1-T SP -1 -CS - 9.4' 7.1' C 29A-5-80 35 ' 50 '• 15 250 W B 8P S 2 -MAS, SV -1-T SP -1 -CS Philadelphia St 4.2 6.2 •F-1�' ((SEE PLAN) 8EE NdTES BELOW D 1-A 10' - - - B 2P W TV -2-T SP -1 -CS - 4.2' 4.0' E 19A-4-80 35' 20' 15' 250 W B 2P W MAS, SV -1-T SP -1 -CS Country Village Rd 10.6' 4.1' SEE NOTES BELOW F 1-A 10' - - - B 4P N TV -1-T SP -1 -CS - 11.9' 4.0' 26A-4-80 35' 40' 250 W B 4P N 2 -MAS, SV -1-T SP -1 -CS Philadel hia St 19.0' 5.0' HH15'G 1-A 10' - - - B 6P E TV -2-T SP -1 -CS - 18.7' 5.0' TRAFFIC SIGNAL POLES AND EQUIPMENT SHALL CONFORM TO THE STATE OF CALIFORNIA ` STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992). NOTES: POLE O - MODIFY 35' MAST ARM BUTT PLATE TO FIT STANDARD SIMPLEX MOUNTING ON TYPE 26A POLE (ULTIMATE SIG MA=45'). ARROW ON EACH SIDE OF STREET NAME SIGN SHALL POINT NORTH. POLE©- SEE SPECIAL NOTE BELOW. POLE@ - MODIFY 20' MAST ARM 'BUTT PLATE TO FIT STANDARD SIMPLEX MOUNTING ON TYPE 19A POLE (ULTIMATE SIG MA=301). ARROW ON EACH SIDE OF STREET NAME SIGN SHALL POINT SOUTH. W WBARRIER Curb/Berm flow lir or edge of shouldo a PHASE ' DIAGRAM PLANS TO BRING THEM INTO CONFORMANCE WITH MANSPORIATION DATE tti �G�F PHASE 11 PHASE 2 PHASE 3 PHASE 4 I T PHASE 5 PHASE 6 PHASE 7 PHASE 8 0 DETAIL "O" MAST -ARM MOUNTING CLAMP FOR OMODEL 711 OPTICAL DETECTOR D P3 P EX. R/W O 2 08 0 \ EX. o s" CITY OF FONT N G G 11+00 11) ,- z w ; 0 0 �4 COUOFRIVERSIDE -- o , ++ I '�� 5 0- N o EOH T PROP. C&G T c, - - o 01 P#4 2822 7 4 �4P EX. R/W ----------- -0 OE AV E N U E 4 -- i(:� 41- _ t o I o I I ( I I I 1 F 1 , ( zl I II OI I , I �A` i i i HI i I r �N I .I zl ; I I I LLJ I 1 " + I i = 0) O II , I aI ! I UA U ii Ui I i ' 1 1 I ' 11 I II II (.7 ii i o i U 3 I i i a. I I , cr Z ' ( VAR a w O II I Il I I 1 II II 38.0' 55.0' 12.0' 50.0' 67.0' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE ' - o 2- 7 7 PLANS TO BRING THEM INTO CONFORMANCE WITH MANSPORIATION DATE STANDARDS IN EFFECT. TRAFFIC SIGNAL AND LIGHTING CONSTRUCTION NOTES BCR U w SCALE: 1"-=20' 20 10 0 20 40 DINSTALL CITY -FURNISHED TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT PACKAGE) COMPLETE WITH TYPE "P" CABINET AND AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED OPERATION. (SEE SPECIAL PROVISIONS) CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD DRAWING 4004. INSTALL CITY -FURNISHED TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND EDISON REQUIREMENTS. (SEE SPECIAL PROVISIONS) �3 FURNISH AND INSTALL 78 (3") SCHEDULE 80 C. AND PULL ROPE PER SOUTHERN CALIFORNIA EDISON REQUIREMENTS. 4❑ FURNISH AND INSTALL MODEL 711 UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR PER DETAIL "D", THIS SHEET, AND AS DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS). F5 INSTALL IMAGE SENSOR UNIT PER CITY STANDARD 133 AND AS DIRECTED BY THE ENGINEER. 6❑ TRIM TREE AS DIRECTED BY THE ENGINEER TO PROVIDE LINE OF SIGHT FOR 08 VEH HEADS AND IMAGE SENSOR UNIT. ❑7 EXISTING STREET LIGHT TO BE REMOVED BY SCE (SEE GENERAL NOTE 5). �8 INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM PER CALTRANS STANDARD DETAIL "U" PG ES -6T. SIGN AS NOTED ON PLAN. �9 INSTALL 53 (2")C. AND SIC. CONDUIT SHALL BE INSTALLED PER DETAIL "C", THIS SHEET AND THE SPECIAL PROVISIONS. SERVICE DDRESS: 12086 Mulberry Avenue PhiladelphiaMulberry_Signal.dwg Q�pf ESSlPrepared Under The Supervision of : - CITY OF FONTANA, CALIFORNIA pH, f� CLYDE ELWYN Fyy TRAFFIC SIGNAL AND LIGHTING PLAN SWET, JR. DRAWN BY SCALE 4 A VENUE/NTRY VILLAGE ROAD 1 »=20' N�. Zss�o a� MULBERRY * EW 3-31 04 * DESIGNED BY. AND DATE: AL PHIL APELPf A AVENUE s/28/o2 aHL Date : ' J''�� � AR BY: _ _ Of CAL�F��' CHECKED BY ' eL -of- CLYDE DRAWING NO.: 15 7 JR. R.C.E. 26690 29JO 5 E. SWEET, EL C ENGINEER R.C.E. 51152. DATE: