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HomeMy WebLinkAbout2392-1I i 7 N R/W STA 10+48 ECR END AC DIKE EX FENCE 18 so :i6� s- STA 19+50 BCR BEGIN AC DIKE 3 #sE i O `v 1 Fl 4 08 1p I 14 13 13 F 31 I 14 13 go O 6 10 11 ❑o — 16 5�' DETAIL 27B 5 89. 83• +50 18+00 +50 19+00 i i I i W � D I LtJ Q I U I a P 0 L E S C H E D U L E L STANDARD ARMS INSTALL 6' A.C. BERM CITY STD. 136 LUMINAIRI E PED PUSH BT. SIGNAL MOUNTING S.N.S. 17 � n i ujPr ZI CONDUCTOR HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. I F.Y I 2+Ob **B 1 17-1-70 SCHEDULE 20 15 250 W B 2 N MAS SV -1-T SP -1 -CS BASELINE AVE. 0.0 0.0 2I 1-A 10 - - - B AWC CIRCUIT IA TV -1-T ALIAAAAA - 0.0 0.0 31 26A-3-80 35 30 15y-250 W¢ B 4 E MAS MAS SV -1-T » HEMLOCK AVE 0.0 0.0 4 1-A 10 - - SIGNING & STRIPING NOTES:� B ox S TV -1-T SP -1 -CS - 02 3 3 3 3 1 3 6 250 W B 6 W c:)0i 0 BASELINE AVE. 0.0 0.0 I k 1-A 10 - - - 6 8 W Fol REMOVE EXISTING STRIPING BY WET SANDBLASTING - I � � 7 26-4-80 30 45 151'_250 3 B 2,8 0511 MAS,MAS SV -2-T SP -1 -CS VILLAGE PKWY 0.0 0.0 8L PAINT 12' WHITE CROSSWALK LINES STA 11+75 /6 3 6 6 � M TC 07 1� PAINT/REPAINT DETAIL 22 STRIPE PER STATE STANDARD PLAN A20 -A � /02 8 3 6 6 P � 2 4 F131 INSTALL F-1 FLEXIBLE POSTS AT 50' INTERVALS FOR 500 I � � 014 NP 2 2 2 4 R/W /6 P 2 2 4 4 4 14 INSTALL R26A<S> LARGE SIGN AND POSTS AT 100' INTERVALS FOR 500' I � +501� 18P 2 2 2 2 2 4 /p ppg 1 y F151 PAINT ARROWS AND PAVEMENT LEGENDS I '� � � 2 16 PAINT DETAIL 27B WHITE EDGELINE 1 � � 2 2 �MpV 4 F171 INSTALL W41 SIGNS AND POSTS Z 1 2 2 3 1 SPAS 3 6 6 9 3 12 F181 R-1 SIGNS TO BE REh10VED BY CITY FORCES W � TOTAL 16 25 32 42 16 64 LUMINAIRE 2 1 2 4 4 2 MIO SIGNAL CaNMO 1 1 2 2 3 1 4 ❑9 ..: •� � `X i I NDEO COApAI CME 1 1 2 2 1 1 4 LADED POKER CABIE 1 1 2 2 1 1 4 I '.•;. � I � APIICOM CABLE CONDUIT SIZE 1 1 2 2 1 1 4 j¢ •.•.•.•. � 1 00 � =32-3 7 N R/W STA 10+48 ECR END AC DIKE EX FENCE 18 so :i6� s- STA 19+50 BCR BEGIN AC DIKE 3 #sE i O `v 1 Fl 4 08 1p I 14 13 13 F 31 I 14 13 go O 6 10 11 ❑o — 16 5�' DETAIL 27B 5 89. 83• +50 18+00 +50 19+00 i i I i W � D I LtJ Q I U I a P 0 L E S C H E D U L E L STANDARD ARMS INSTALL 6' A.C. BERM CITY STD. 136 LUMINAIRI E PED PUSH BT. SIGNAL MOUNTING S.N.S. r PLACEMENT C TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE **A **B 1 17-1-70 30 20 15 250 W B 2 N MAS SV -1-T SP -1 -CS BASELINE AVE. 0.0 0.0 2I 1-A 10 - - - B 4 E TV -1-T SP -1 -CS - 0.0 0.0 31 26A-3-80 35 30 15y-250 W B 4 E MAS MAS SV -1-T SP -1 -CS HEMLOCK AVE 0.0 0.0 4 1-A 10 - - - B 6 S TV -1-T SP -1 -CS - 0.0 0.0 5 17-1-70* 30 20 15 250 W B 6 W MAS SV -1-T SP -1 -CS BASELINE AVE. 0.0 0.0 6 1-A 10 - - - B 8 W TV -1-T SP -1 -CS - 0.0 0.0 7 26-4-80 30 45 151'_250 W B 2,8 N,W MAS,MAS SV -2-T SP -1 -CS VILLAGE PKWY 0.0 0.0 8L I- a POLES lO AND( ARE TO USE FOUNDATIONS FOR TYPE 19-1-80 POLES W CONTRACTOR T❑ VERIFY ALL BOLT DIAMETERS AND BOLT CIRCLES BEFORE POURING FOUNDATIONS. ALL SIGNAL STANDARDS, ARMS AND LUMINAIRE ARMS PROVIDED BY CITY I 0 = 1' IRON PIPE W/BRASS DISK is RR SPIKE W/PUNCHMARK L❑CATION AS DIRECTED BY THE ENGINEER IN FIELD --------------------------------------------------- STA 10+52 ECR END AC DIKE R/W (0 2.5* C„ 11 # 14 0 35' R Ifoo3 + .. .....5 �� Fl 12 300' DETAIL 2Z � ... ... ::: �an+nn .—, m2 Aa F151 450 FEET 15 CD < 1 ::::W— 1 5 F151 •. / 10 I � M6 io+oo " I io - 02 EX. CURB — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — --sE 2 04 , 17 � Q V 4P R/W % < %v E + 211 � �¢ 1'�T 4 5 GENERAL NOTES: ,tom r I 2'C,2#10 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD IDI SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) Ae,+u&L --= I I 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL -�lJl- ♦ 1 I I rl-2 DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. I HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE L oc xi •to►.1 _ ALERT AT 800/422-41331 48 HOURS BEFORE DIGGING. I < I 1 3. ALL PULLBOXES SHALL BE No. 5 AND CONDUIT SHALL BE 2' RIGID METAL EXCEPT AS SHE". 2' C, 2 #6, 1 #11 ♦ 1 I ALL VEHICLE HEADS SHALL BE METALLIC WITH ALL 12' GLASS LENSES, AND METAL ONE-PIECE I I LOUVERED BACKPLATES. ALL RED INDICATIONS SHALL BE LED PER THE SPECIAL PROVISIONS. u 4. COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULIM WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. �♦ I 5. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING1 1 I �Ilo IS OPERATIONAL 6. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. WIN: 7. RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY 11 I CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. I 13 8. CONTROLLER SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY 2 I I a SPRINKLER SYSTEMS IF NECESSARY. I z 3' PVC CONDUIT WITH I I o PULLR❑PE INT❑ EXISTING l SERVICE PEDESTAL Ilu 3 THE LAW I CALL AT LEAST TWO L BEFORE WORKING DAYS PRIOR U DIGN _ TO EXCAVATING CAL ' U R101110M ALMNr BEFORE EXCAVATING„ THE CONTRACTOR SHALL VERFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UNUTY UNDERGROLM S R%IM ALERT AT 1-000-422-4133 ADDRESSI 7326 VILLAGE PKWYI I 0- Lo I I ( i 1 i 1.5' PVC CONDUIT WITH PULLR❑PE TO TEL. PEDESTAL AT SNAPDRAGON STREET APPROX.-# W SOUTH OF CONTROLLER Soo 2.150# INTERCONNECT PULLBOX APPROX. 280' FROM CABINET / /42P Ll r � r `,Tci L 8 9 7 STA 20+50 BCR BEGIN AC DIKE .,....... ............................. 1 + F ((u 21+00 +513 In F121 500' DETAIL 22 5 0 - 0 CD" % 1".` %D % L` % L\ %In X OOP L\ + 17 1 1 1 1 (U 2 .. �.♦.�.. QH 450 FEET 15 ao TO XWAL.K +50 22+351T�50 iI (U f. ...—..—..—..— ..—...—.. —.. = — — — — — �- — — — — — — — — — — — — - / 9 6 �--� cu z j U ,� _ / I- - Q �- p L 3. EX DETAIL 276 8P(� 1 3 0 #5E R/W � I I I � CONSTRUCTION NOTES 0 INSTALL CITY FURNISHED CONTROLLER ASSEMBLY INCLUDING TYPE 'P' CABINET, TYPE 90 CONTROLLER AND APPURTENANT EQUIPMENT. SEE SPECIAL PR❑VISI❑NS FOR COMPLETE EQUIPMENT LIST. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL EQUIPMENT REQUIRED TO PROVIDE THE DESIRED OPERATION. INCLUDING OPTICOM AND CITY PROVIDED COAXIAL CABLE AND #14/03 VNTC POWER CABLE. ❑2 INSTALL TYPE III -AF SERVICE EQUIPMENT ENCLOSURE INCLUDING THE F❑LL❑WING 120/240 V 1 PHASE SERVICE WITH 120 V METERED SIGNAL CIRCUIT, 120 V UN -METERED LIGHTING CIRCUIT, 100 A MAIN CIRCUIT BREAKER, 50 A SIGNAL CIRCUIT BREAKER, 30 A LIGHTING CIRCUIT BREAKER, PEC FOR LIGHTING IN SERVING UTILITY PORTION OF ENCLOSURE PER THE SPECIAL PROVISIONS. 3❑ REMOVE EXISTING TREES, ROOTS, AND ROOTBALLS AS DIRECTED BY ENGINEER (COMPACT BACKFILL TO 90%) ® INSTALL CITY FURNISHED AUTOSCOPE CAMERA AND BRACKET PER CITY STD. NO. 133 5❑ INSTALL ❑PTICOM MODEL M511 OPTICAL DETECTOR PER CITY STD. N0. 138 © CONSTRUCT 5' A.C. PAVEMENT OVER 12' COMPACTED NATIVE BASE (95%) 7 SAWCUT AND REMOVE EXISTING PAVEMENT 1' FROM EXISTING EDGE OF PAVEMENT F81 INSTALL 6' A.C. DIKE PER CITY STANDARD NO. 136, DEPRESS - DIKE AT CROSSWALKS ❑9 GRADE TO DRAIN PER ENGINEERS DIRECTION WITH 24 MAX SLOPE AJA'vr,o#jAL- A, 6 - PAV C r, 6-N-T� F�v- 12 t5G,O P --,d j?jZA W i N REVISION DESCRIPTION DATE I ENGR. I CITY I DATE �0 �OFESS/pN'! E. SF Fy6i '` NO. 26690 wo EXP. 3/31/00 oF C Ni e. R/W -6 L E S T I M A T E D Q U A N T I T I E S ITEM QUANTITY INSTALL 5'ff A. C. PA VEMENT 75 TONS INSTALL 6' A.C. BERM CITY STD. 136 120 UN. FT. REMOVE TREES, STUMPS AND R007BALLS 9 EACH SAWCUT EDGE OF PAVEMENT REMOVE PAVEMENT 450 UN. FT. :► LUMP SUM 1 4 EACH PAINT PAVEMENT LEGENDS 15 EACH PAINT 12 WHITE X -WALK LINE 475 LIN. FT. PAINT DOUBLE YELLOW STRIPE PER DETAIL 22 --------------------------------------------------- STA 10+52 ECR END AC DIKE R/W (0 2.5* C„ 11 # 14 0 35' R Ifoo3 + .. .....5 �� Fl 12 300' DETAIL 2Z � ... ... ::: �an+nn .—, m2 Aa F151 450 FEET 15 CD < 1 ::::W— 1 5 F151 •. / 10 I � M6 io+oo " I io - 02 EX. CURB — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — --sE 2 04 , 17 � Q V 4P R/W % < %v E + 211 � �¢ 1'�T 4 5 GENERAL NOTES: ,tom r I 2'C,2#10 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD IDI SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) Ae,+u&L --= I I 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL -�lJl- ♦ 1 I I rl-2 DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. I HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE L oc xi •to►.1 _ ALERT AT 800/422-41331 48 HOURS BEFORE DIGGING. I < I 1 3. ALL PULLBOXES SHALL BE No. 5 AND CONDUIT SHALL BE 2' RIGID METAL EXCEPT AS SHE". 2' C, 2 #6, 1 #11 ♦ 1 I ALL VEHICLE HEADS SHALL BE METALLIC WITH ALL 12' GLASS LENSES, AND METAL ONE-PIECE I I LOUVERED BACKPLATES. ALL RED INDICATIONS SHALL BE LED PER THE SPECIAL PROVISIONS. u 4. COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULIM WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. �♦ I 5. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING1 1 I �Ilo IS OPERATIONAL 6. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. WIN: 7. RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY 11 I CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. I 13 8. CONTROLLER SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY 2 I I a SPRINKLER SYSTEMS IF NECESSARY. I z 3' PVC CONDUIT WITH I I o PULLR❑PE INT❑ EXISTING l SERVICE PEDESTAL Ilu 3 THE LAW I CALL AT LEAST TWO L BEFORE WORKING DAYS PRIOR U DIGN _ TO EXCAVATING CAL ' U R101110M ALMNr BEFORE EXCAVATING„ THE CONTRACTOR SHALL VERFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UNUTY UNDERGROLM S R%IM ALERT AT 1-000-422-4133 ADDRESSI 7326 VILLAGE PKWYI I 0- Lo I I ( i 1 i 1.5' PVC CONDUIT WITH PULLR❑PE TO TEL. PEDESTAL AT SNAPDRAGON STREET APPROX.-# W SOUTH OF CONTROLLER Soo 2.150# INTERCONNECT PULLBOX APPROX. 280' FROM CABINET / /42P Ll r � r `,Tci L 8 9 7 STA 20+50 BCR BEGIN AC DIKE .,....... ............................. 1 + F ((u 21+00 +513 In F121 500' DETAIL 22 5 0 - 0 CD" % 1".` %D % L` % L\ %In X OOP L\ + 17 1 1 1 1 (U 2 .. �.♦.�.. QH 450 FEET 15 ao TO XWAL.K +50 22+351T�50 iI (U f. ...—..—..—..— ..—...—.. —.. = — — — — — �- — — — — — — — — — — — — - / 9 6 �--� cu z j U ,� _ / I- - Q �- p L 3. EX DETAIL 276 8P(� 1 3 0 #5E R/W � I I I � CONSTRUCTION NOTES 0 INSTALL CITY FURNISHED CONTROLLER ASSEMBLY INCLUDING TYPE 'P' CABINET, TYPE 90 CONTROLLER AND APPURTENANT EQUIPMENT. SEE SPECIAL PR❑VISI❑NS FOR COMPLETE EQUIPMENT LIST. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL EQUIPMENT REQUIRED TO PROVIDE THE DESIRED OPERATION. INCLUDING OPTICOM AND CITY PROVIDED COAXIAL CABLE AND #14/03 VNTC POWER CABLE. ❑2 INSTALL TYPE III -AF SERVICE EQUIPMENT ENCLOSURE INCLUDING THE F❑LL❑WING 120/240 V 1 PHASE SERVICE WITH 120 V METERED SIGNAL CIRCUIT, 120 V UN -METERED LIGHTING CIRCUIT, 100 A MAIN CIRCUIT BREAKER, 50 A SIGNAL CIRCUIT BREAKER, 30 A LIGHTING CIRCUIT BREAKER, PEC FOR LIGHTING IN SERVING UTILITY PORTION OF ENCLOSURE PER THE SPECIAL PROVISIONS. 3❑ REMOVE EXISTING TREES, ROOTS, AND ROOTBALLS AS DIRECTED BY ENGINEER (COMPACT BACKFILL TO 90%) ® INSTALL CITY FURNISHED AUTOSCOPE CAMERA AND BRACKET PER CITY STD. NO. 133 5❑ INSTALL ❑PTICOM MODEL M511 OPTICAL DETECTOR PER CITY STD. N0. 138 © CONSTRUCT 5' A.C. PAVEMENT OVER 12' COMPACTED NATIVE BASE (95%) 7 SAWCUT AND REMOVE EXISTING PAVEMENT 1' FROM EXISTING EDGE OF PAVEMENT F81 INSTALL 6' A.C. DIKE PER CITY STANDARD NO. 136, DEPRESS - DIKE AT CROSSWALKS ❑9 GRADE TO DRAIN PER ENGINEERS DIRECTION WITH 24 MAX SLOPE AJA'vr,o#jAL- A, 6 - PAV C r, 6-N-T� F�v- 12 t5G,O P --,d j?jZA W i N REVISION DESCRIPTION DATE I ENGR. I CITY I DATE �0 �OFESS/pN'! E. SF Fy6i '` NO. 26690 wo EXP. 3/31/00 oF C Ni e. R/W -6 L E S T I M A T E D Q U A N T I T I E S ITEM QUANTITY INSTALL 5'ff A. C. PA VEMENT 75 TONS INSTALL 6' A.C. BERM CITY STD. 136 120 UN. FT. REMOVE TREES, STUMPS AND R007BALLS 9 EACH SAWCUT EDGE OF PAVEMENT REMOVE PAVEMENT 450 UN. FT. REMOVE SIGNS,STRIPING,LEGENDS MARKINGS LUMP SUM INSTALL CITY STD. SIGN AND POST W41 4 EACH PAINT PAVEMENT LEGENDS 15 EACH PAINT 12 WHITE X -WALK LINE 475 LIN. FT. PAINT DOUBLE YELLOW STRIPE PER DETAIL 22 1150 LIN. FT. PAINT DETAIL 27B WHITE EDGELINE 500 LIN. FT. INSTALL CITY STD. SIGN AND POST R26A S 5 EACH INSTALL FLEXIBLE POSTS TYPE Fl 11 EACH A F�KP L?RAWIN61 11-2z7&74, Prepared Under The Supervision or: CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL INSTALLATION 3 0 Y 0 w m DRAMHTC KDI BASELINE AVENUE SCAM - 20' 3 DESIGNED BY AND DATE: KDI HEMLOCK AVENUE 2/29/96 Date :3•1-96 CHECKED BY: APPROVED BY: DRAIMNG NO.: 1 C. SWEET, JR. R.C.E. 26690 H TC • �� DATE: �• 2392 1