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HomeMy WebLinkAbout2238-2-2CONDUCTOR TABLE VIDEO CABLE 1 1 2 2 2 2 2 1 1 VIDEO SVC 1 1 2 2 2 2 2 1 1 CIRCUIT OR � + IMPAR PED PUSH rW_ A r4k ArylikAN 4k PHASE 4 011010 cl MIMI HT. PHASE 5 POLE PHASE 7 �EEEEEMMEEE PHASE QUAD VEHICLE PED. MESSAGE A B r1j 26A-4-80 35' 45' 15' 250W B 6 EAST MAS,MAS,SV-1—T SP-1—CS Tamarind Ave. 1.15' 10.33' �EEEEEMMMEE 1—A 10' — — — B 8 SOUTH TV -1—T SP-1—CS — 3.70' 4.85' 3 19A-4-80 35' 20' 15' 250W B 8 SOUTH MAS, SV -1—T SP-1—CS Arrow Blvd. —0.63' 5.05' SPECIAL LENGTH MASTARM REQUIRED 4 1—A 10' — — — �EEEEEMMMME 2 WEST TV -1—T SP-1—CS — 1.60' 5.40' 5 26-4-80 30' 40' 15' 250W B 2 WEST MAS,MAS,SV-1—T SP-1—CS Tamarind Ave. 2.57' 5.03' 6 1—A 10' — — — B 4 NORTH TV -1—T SP-1—CS — 6.30' 2.90' 7 19A-4-80 35' 20' 15' 250W B 4 NORTH MAS,SV-1—T SP-1—CS Arrow Blvd. 2.75' 5.17' SPECIAL LENGTH MASTARM REQUIRED 8 1—A 10' — — — B 6 EAST TV -1—T SP-1—CS — 3.35' 5.24' 10 ILUMINAIRE I 2 2 1 2 1 2 1 2 1 1 1 2 2 VIDEO DET. VIDEO CABLE 1 1 2 2 2 2 2 1 1 VIDEO SVC 1 1 2 2 2 2 2 1 1 NOT USED � + OPTICOM CABLE 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 1 CONDUIT SIZE 1 3" 3" 3" 4" 4" 4" 4" 3" 3" 3' PHASE DIAGRAM NOT USED � + LUMINAIRE PED PUSH PHASE 1 PHASE 2 PHASE 3 PHASE 4 NOT USED cl TYPE HT. PHASE 5 PHASE 6 PHASE 7 PHASE 8 ARROW 2" C, 2 #6,1#8 SERVICE GFCI INTERCONNECT TO PALMETTO AVENUEPP #2284001E 2" Co 2 #10 (LUMINAIRES) SEE SHEET 3 OF 3 (ELECTRIC SERVICE POINT) WATER EXISTING RIGHT OF WAY SERVICE 5 — — — — --- — — — -- — — — — — — — — — — — — T — --—————————— — — — — —— —I DRIVEWAY 1 _— GUY SCALE: 1 "= 20' 1 1 1 1 �• •• Uj Z Uj Q EXISTING CURB AND _GUTTER _ _ _ ��MH 4 — — T 8„W (8 mm) O LJ T L0 — — T --- — — T — — T 8” S 8" S n in III 32 32$111 Q I III III � � 1 III III < 0 11 ill III I 11 0 = Il III III I 11 = CD 1 I— 20 20' ---.I-II 1 1 0 � I F~w-III i 111 Li CD I X11 I I III ::D I 1 0 F-C) CD11I 111CDl lz U) II p II I I II p 1 11 ( w I Q II I 1 11 zQ I I I L-xL_I II "OII I i III m SII I III r 1 l �11I III � 1 UII I I II U I I� 1 0 1 l ll III z LD l II Q CD F I II w 11 XIII I I II X 1 I p Cn III I I III 11 0 1 III III 1 I z 1= III I I (12 PM41 11 I I) III I 4 1 II I II x I 00 >_ II l I I I III 1 w 2 9 I 1 owl 6 1 I 11110 n3 i �8I' 102CD 02 8"W 3 08 ... =--1r - T -E o L 12"W 12"W - - - - - - - - - - - - - - - - - - - - - - - EXISTING CURB AND GUTTER EXISTING SIDEWALK T EXISTING RIGHT OF WAY TRAFFIC SIGNAL GENERAL NOTES: 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO 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)433-4133, TWO (2)WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS SHOWN OTHERWISE. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 7. WHERE SIGNAL CONDUIT STREET CROSSINGS ARE NOT TO BE INSTALLED USING A BORING METHOD, STREET SHALL BE REPAIRED PER DETAIL THIS SHEET AND THE SPECIAL PROVISIONS, SECTION E. 8. EXISTING LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL PER SPECIFICATIONS. 9. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. POLE SCHEDULE L 0- STANDARD MASTARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S. PLACEMENT REMARKS cl TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE A B r1j 26A-4-80 35' 45' 15' 250W B 6 EAST MAS,MAS,SV-1—T SP-1—CS Tamarind Ave. 1.15' 10.33' 2 1—A 10' — — — B 8 SOUTH TV -1—T SP-1—CS — 3.70' 4.85' 3 19A-4-80 35' 20' 15' 250W B 8 SOUTH MAS, SV -1—T SP-1—CS Arrow Blvd. —0.63' 5.05' SPECIAL LENGTH MASTARM REQUIRED 4 1—A 10' — — — B 2 WEST TV -1—T SP-1—CS — 1.60' 5.40' 5 26-4-80 30' 40' 15' 250W B 2 WEST MAS,MAS,SV-1—T SP-1—CS Tamarind Ave. 2.57' 5.03' 6 1—A 10' — — — B 4 NORTH TV -1—T SP-1—CS — 6.30' 2.90' 7 19A-4-80 35' 20' 15' 250W B 4 NORTH MAS,SV-1—T SP-1—CS Arrow Blvd. 2.75' 5.17' SPECIAL LENGTH MASTARM REQUIRED 8 1—A 10' — — — B 6 EAST TV -1—T SP-1—CS — 3.35' 5.24' BOULEVARD 0.10' MIN. TACK COAT ALL EDGES EXISTING AC SURFACING 2—SACK SLURRY BACKFILL (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) RIGID METAL CONDUIT (INSTALLED WITH 18" MIN. COVER) TRENCH REPAIR DETAIL N.T.S. INTERCONNECT TO ALDER AVENUE WATER �\\L _ _ 4 _ _ _ SEE CITY DRAWING N0. 2233, SHEET 2 OF 3 SERVICE EXISTING RIGHT OF WAY y�8 — — — — — ————————————————— P #817838H - T T — — T EXISTING CURB AND GUTTER 07 � -4 T — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8"W 8"W O ® T LO III T — ---T ---- ---- T ---- ---- ---- -- III I 07 3 II 04 II I ---- ---- 3"G — 31113 — 31115 - 8" S 8" S 811 S CLJ II o I11 "' 4 (8 mm) % 50 EXISTING SIDEWALK I EXISTING CURB AND GUTTER / L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PP EXISTING RIGHT OF WAY CD II I \ III II 2 III �� 11 1 �tl l (12 mm I I III I I III � I I III II II�I� 1 I I III Ill � I I III I I III I II I II I� I I I I II�1 . I II w 1i I III II I II�1 ; 1 III I IIQI III I I 1 1101 � I III II I Ilzl PP # 1825270 E I III i IIIQ1 11� II I III I� 1 Li 1 I III III�I' IIQI I III I I II01 Z I I III I Ilzl 1 1 0 11 1 i IIIf-1 >- QII I plll' IIIXI 1� z Il l I IIwI LL 11 1 SII 1 111 1 10 01 I � DE II I I III 1 �. 1 UI1I III I CD CD I I Imo- 20' —►i 2 0' II z II ► III CD F-11II I I III z z11 Mil I III II— Iw ll l III -1 x w 32 � 30 w i i� D -7 - ' C7 E 11D 9=13 'A ''� T0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG iYOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING BUILDING ROOF OVERHANG TRAFFIC SIGNAL CONSTRUCTION NOTES: Curb/Berm flow lir or edge of should4 Am U w C 1 MAST—ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR �i INSTALL TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "P" CABINET, AUTOSCOPE DETECTION, AND APPURTENANT EQUIPMENT (SEE SPECIAL PROVISIONS). CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD DRAWING 134. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT REQUIRED TO PROVIDE THE DESIRED SIGNAL OPERATION AS SHOWN ON THE PLAN. �2 FURNISH AND INSTALL TYPE III—BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS). �3 FURNISH AND INSTALL UNI—DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR, (MODEL 711 OR EQUAL), PER DETAIL THIS SHEET AND AS DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS). Q INSTALL IMAGE SENSOR UNIT PER CIN STANDARD DRAWING 133 AND AS DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS). ❑5 FURNISH AND INSTALL 3" PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. ❑s EXISTING LUMINAIRE TO BE REMOVED (BY SOUTHERN CALIFORNIA EDISON). �7 NOT USED SERVICE ADDRESS: 17492 ARROW BOULEVARD REV. REVISION DESCRIPTION DATE ENGR. CITY DATE �o Qvf ESS/pNq� Prepared Under The Supervision Of CLYDE ELWYN FyG' SWEET, R. y DRAWN BY: No. 26690 ERIC LEWIS �c EXP. 3-31-00 DESIGNED BY: ERIC LEWIS J, CIVIL Q _ CHECKED BY: lgr�.OF CAL\E���\ Date : 3 2S=q CLYDE E. SWEET, JR. R.C.E. 26690 HTC AUTOCAD FILENAME: ARROW_TAMARIND_SG.DWG CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL AND LIGHTING PLAN ARROW BOULEVARD SCAIE:1„ — 20' AND DATE: TAMARIND AVENUE 3/25/99 APPROVED z✓� DRAWING NO.: 2 LSC/ / CITY ENGINEER R.C.E. 25126 DATE: 2238 3