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HomeMy WebLinkAbout1817-S i GENERAL NOTES GENERAL NOTES (CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. A 1 "R" CAB. � 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECT- 7 EXCEPLT SNOTED INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL SECTION (L OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM A -4- PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS AS SHOWN __—__.__.___-- _- _ IN 120 240V SERVICE WIRING DIAGRAM ON PROPOSED FACILITIES LAYOUT, SHEET 2 •• SIWALK_ //_ LEFT TURN LANE N / R CAB. — 9 _ 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC OF 4 SHEETS. COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE SIDEWALK 0 ___ 30, 15� 10' WORKS CONSTRUCTION, 2000 EDITION. OF NEED. f 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8"WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. - - w COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- , THRU LANE J STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS z �2� SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE -' UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON Co. 10 N ARE NOT SHOWN ON THESE PLANS. CONTACT CURT HORNE) 909) 930-8540 A E " SOUTHERN CALIFORNIA GAS CO. 800) 227-2600 C S 2 R N * 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON SECTION CAB TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR (CONTACT STEVE HOCK) (909) 469-6327 M C 4" LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 WATER AND SEWER S11 WALK_ //, 4p� 1 THRU LANE N Z R UNDERGROUND SERVICE ALERT (800) 227-2600 CAB. � o� J SIDEWALK 1 . _} - 10' � I PLAN SECTION J _ � l 0 0 4 LANE LINE OR 8 J o CURB TURNING LANE LINE �F 3 EXIST. C & G V) _I NI \ THRU OR RIGHT 10' 0 E.C.R. 2 TURN LANE ,► _ » CASE 3 "R". = N W 1 » S T 3 "R" CAB. SECTION CAB 5' w, 0 1 6Y2 - 8" U C- 6 " LC /r2 2" SIDEWALK TOP OF CURB FACE ' �QI 1 » a » 0 _-- it • VARIES ` ° PLAN SECTION U m TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) - TO ADVANCE DETECTORS REMOVABLE STEEL PLANS EOR THE CONSTRUCTION OE ARM LENGTH 24 RED TRAFFIC LIGHT MONITORING E SEE I 48" 12'=� "SIGN TAB" t" DETAIL P *4 - AT BASE LINE ROAD & CARNELIAN STREET 0 0 AVE SINGLE INPUT 6300 --� 2 COUPLING AT EMERGENCY VEHICLE BOTTOM-FOR PREEMPTION DETECTOR SIGN WIRING NIPPLE & VICINITY MAP SHEET INDEX 6'-C" ONNECTORS OR _I 6. BY OTHERS) " " 8'-0" 1.5 To .75 ASTRID Mini-Brae AB-0155-L OR NOTE: LB CONDULET, STO CABLE, HANCING REDUCER HARDWARE & SIGN BY OTHERS AB-0132-L MOUNT OR Project iP �j � � L - L_ E I -F�� �� C L S APPROVED EQUAL Title Detail Sheet Location E ,G H EI D G D. X 5NSE G D. x 'HK �� - c SIGNALMAST ARM __ 2. Proposed Facilities Layout: Base Line Rd. & Carnelian St. POLE c 3 8" x 3 2' x yea o^ 8�-G„ ` 3. Existing Pole Camera Details: Base Line Rd. & Carnelian St. �:ee (ONE WAY / ONE OUTPUT) �� �'� - & FLANGES LW � 4. Camera & Light Pole Details: Base Line Rd. & Carnelian St. BACK CLAMP SSM �- E -D3 Orade Stee F � Z W�4 BOLTS N _— --- CE (ASTM A-307) CS r L-----� W sec facatior a w a❑ - - -SIGNAL POLE EL� p EMERGENCY VEHICLE DETECTORS <l Z� �`11`�D --v ,TA DRIVE FINISHED GRADE L'f �N vG Nl i—<I IGHLAND AVENUE DIAMETER AT 24' ABOVE — - — U" -- - JiK�_ _ ��v� Z C De' II II - e I IF I�JU� 30 30 �,An�hAR; o ga v rizec De �S. 0 �-'�� � 19TH. T � Q -- �� - VICTORIA PARK R x e F :. BASE UNE D - -- --- Y 1» v K ..-. rte, W __] 4 R CLAMP HARDWARE Suppots o` 7;�hwa Signs, L❑minares and gaff c S ncls. VA HTO 1994 b - - - - -- --- ------ - - - — NE �N; accordance wit, the Specillcation for Structural - - 1 1/2' DIA. Supports of Highway Signs, Lummares and F0041IILL BLVD W, �� i -!T DEBURRED Traffic Signals. AASHTO 1994 w 66 ! „c �NTF SIGNAL POLE HOLE IN < < ��� L `; ,6�DIA. HOLE IN UNdER ROUNd SERVICE A�ERT � ''�— , m Y J MP CITY 0� RANCHO CUCAMONGA 17 _ N 3" CLAMP SUPPLIED i W _ 3 l 8 \ WITH A TYPE .,F., (i ARM -- - - FORF _ 8 -16UNC BUNT - �� yo of Southern California ____- NO SCALE RED TRAFFIC LIGHT MONITORING P LAN POINT T PPI G 6TH ST1 +_ A NG ^ _ ST� SCREW (PILOT HOLE RAD. (HOLD)° v Q I BED)IELD AS REO�D. v ;% Call. TOLL FREE BASE LINE ROAD 1 4TH - NOTCH OR DRILL-/ DIA. HOLE 3� RAD. , AND CARNELIAN STREET P-OR DRAINAGE W./GROMMET 4 4 2 R N POLE — DIA.J 1 -800-227-2600 (FIELD DRILLED) 1E GENERAL INFORMATION AND DETAILS Ct CLAMP DETAIL DRILL SIGN TAB DETAIL TWO WORKING DAYS BEFORE YOU DIG - - CADD INDEMNIFICATION CLAUSE QRDFESS�� This CADD drawing file prepared by the Consultant/ �Q < VISA��A OI f�CE - Engineer for this project is an instrument of the �,. HORIZONTAL I I SN S MAST ARM Consultant's/Engineer's services for use solely with ���j ,P F ' 711 N Court Street. Suite J Visalia respect to this project and, with the Consultant's! TPG` California 9329'• Telephone _ Engineer's written approval, others may be permit— �P CITY OF RANCHO CUCAMONGA JACK ted to obtain copies of this CADD drawing file for f W CONSU�TIN 559 739 8072 information and reference only. This CADD drawing k�� d' file shall not be used on other projects, for No. 56,238 Fax 559 732 3089 _ additions to this project, or for completion of this project by others. Any intentional or unintentional EXPIRES: 12/31/2004 _ revisions, additions or deletions to this CADD Q ` drawingfiles making be made vi the full risk of the �qT e+viL��,� NESTOR TRAFFIC SYSTEMS, INC. erson s mokin such revisions, additions or deletions and such person(s) shall hold harmless and indemnify the Consultant/Engineer of any and OF CAL all responsibilities and liabilities. GENERAL NOTES POLE AND EQUIPMENT SCHEDULE 1 ALL WORK SHA-L CONFORM TO THE STATE OF CAS+ORN�A DEPARTME NI OFTRANS PORI ATON STANDARD SPEC'�-iCAT'ONS AND STANDARD PLANS DATED JULY. 1992. AND THE SPECIAL PROVISIONS. CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN ON THIS PLAN WITH THE ABOVE AND NOTIFY THE ENGINEER OF ANY STANDARD MAST ARMS VEH. SIG. MTG'S PED SIGNALS PPB IISNS CIDH PILE HPSV CAMERA MOUNTINGS SPOTLiGH'S. MTG'S &SIZE DISCREPANCIES 48 HOURS PRIOR TO COMMENCING WORK. POLE HEIGHT REMARKS 2. EXISTING FACILITIES ARE SHOWN BY REFERENCE TO RECORD DATA. THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE DATA. THE TYPE SIGNAL LUMINAIRE CAMERA POLE MAST ARM 0 MOUNTING 0 ARROW LEGENDS FOUNDATIONS LUMINAIRES CAM # MOUNTING OVER PVMT FRONT REAR FRONT REAR CONTRACTOR SHALL CONTACT USA TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND SHALL PROVIDE PROTECTION PRIOR TO AND DURINGa 26s `e1 45 5 sv 3 t 45 mos ` sp 2 t 2 righ' Carnei an 8' x 42" d a. 250w #20 " �5 5 ALL TRENCHING. JACKING OR BORING OPERATIONS, 8 8 left PP450 L� b 26s (e) 40 15 - sv-3-t 40' mas 4 sp-2-t 4 right Base Line 8'x 42" dia. 250w #80 PELCO 35' - - - - ❑ 3. CONTRACTOR SHALL ARRANGE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY RELOCATIONS INCLUDING OVERHEAD CONFLICTS. 6 6 left PP450 4. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY c 26s (e) 45 15 sv-3-t 45' mas 4 sp-2-t 4 rightleft Carnelian 8'x 42" dia. 250w #60 PPLCO 35 ❑ 5. ALL PULL BOXES WITH FOUR (4) OR MORE ENTERING CONDUITS SHALL BE NO. 6 WITH EXTENSION (E) OR GREATER. ALL OTHERS SHALL BE NO.5 WITH EXTENSION (E). (e) 4 4 right PELCO d 26s 40 15 - sv-3-t 40' mos 2 sp-2-t 2 left Base Line 8'x 42" dia. 250w #40 PP450 35' - - - - ❑5 6. ALL RESURFACING SHALL MATCH EXISTING SURFACES AFTER EQUIPMENT IS REINSTALLED OR INSTALLED. N 15.5 ON E CATY40 16' 9' x 30" DIA. 82 17' 7 W 1 7. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGEMENT SECTION OF THE ENGINEERING DIVISION AT (909)477-2740 EXT 4077. 48 HOURS PRIOR TO O # AB-3006-L 11 12 2 50 3 20W ❑ 7❑®a 10 COMMENCING WORK TO ARRANGE FOR INSPECTIONS. FO CATY40 (N) - - 21' - - - - - - - 9' x 30" DIA. - #61 AB05 ON 19'± - 12 - 3-120W ©00 10 12 13 8. EXISTING TRAFFIC SIGNAL OPERATION SHALL NOT BE IMPACTED BY INSTALLATION F E IPMENT WITHOUT THE WRITTEN PERMISSION F TH ITY TRAFFIC --- - - C0 QU OUO E C C G CATY40 (N) - - 28' - - - - - - - 9' x 30" DIA. - #22 27.5' ON 17' 11 12 2-75OW 3-120W 6 7 8 9 10 9. THE LIMITS OF WORK ARE ENCOMPASSED BY THE RIGHT OF WAY AND SHALL INCLUDE ONLY H WORK A I SHOWN N THIS P O AB- ❑ ❑ ❑❑❑❑❑ L E O L SUC O AS OW O S LAN (N) - _ - - - - - - _ _ 20.5' ON CATY40 21' 9' x 30" DIA. 1 1 '+ - - 7 H 6 9_ 12 3 120w 6 9 10 12 13 10. NESTOR TRAFFIC SYSTEMS SHALL ASSUME FULL DESIGN RESPONSIBILITY FOR SELECTION OF, DESIGN MODIFICATIONS TO.AND APPROPRIATE USE OF ALL CAMERA AND O � AB-3006-L ❑ ❑❑❑❑❑❑ LIGHT FIXTURE MOUNTING ASSEMBLIES AND ASSOCIATED HARDWARE. CATY40 (N) - - 17' - - - - - - - x " IA. - 16.5' ON _ _ 9 30 D 22 1T 11 12 2 750W 3 120W 6 7 8 9 10 I O _ AB-3006-L ❑ ❑ ❑❑❑❑❑ 11 ALL CONNECTIONS ATTACHING CAMERA AND LIGHTING EQUIPMENT SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, O CATY40 (N) - - 21' - - - - - - - 9' x 30" DIA. - #21 AB�006NL 19,f 12 - 3-120w UO 9❑ 10 12 13 12. NESTOR TRAFFIC SYSTEMS SHALL SUPPLY ALL OF THE FOLLOWING MATERIALS: MODIFIED TYPE ''P' SIGNAL CONTROLLER CABINET,COMPLETE WITH ANCHOR BOLTS, WASHERS& NUTS: TYPE CATY40 POLES, COMPLETE WITH ANCHOR BOLTS, WASHERS& NUTS: ULTRADOME KD-6 WEATHERDOME,COMPLETE WITH CAMERA& O CATY40 (N) - - 15' - - - - - - - 9' x 30" DIA. - #42 A14 ONL 17 11 12 2-75OW 3-120W ❑❑®❑ 10 CONNECTING CABLES SHAKESPEARE S6-10 LIGHT FIXTURES, COMPLETE WITH LAMPS. CRESCENT-STONCO #3800 LIGHT FIXTURES WITH #3850E EXTENDERS, COMPLETE - " _. WITH 120W PAR38 LAMPS: ALL PELCO MOUNTS AND ADAPTERS, INCLUDING TYPES AB-3006-L, EM-1009-U AND EPM: 9/C COMPOSITE CABLE: SINGLE CONDUCTOR COAXIAL O CATY40 (N) - - 16' - - - - - - - 9' x 30" DIA. - #21 15.5' ON 19'+ _ 12 - 3-120W L-91 10 12 13 A AN R T AB-3006-L CABLE D S 56"PHOTO ENFORCED"SIGNS. (e) = EXISIING, (N) = NEW 13. CONTRACTOR SHALL SUPPLY ALL OF THE FOLLOWING MATERIALS REINFORCEMENT FOR CIDH FOUNDATIONS, 3/4"THREADED CONDUIT AND 3/4"THREADED CONDUIT BODIES (VARIOUS STYLES): ALL SINGLE CONDUCTOR AWG WIRING (VARIOUS SIZES): 12 CONDUCTOR SIGNAL INTERCONNECT CABLE (SIC):AISI TYPE 201 STAINLESS STEEL Z STRAPPING AND STRAPPING HARDWARE ALL MOUNTING BOLTS, CLAMPS. CONNECTORS AND OTHER HARDWARE REQUIRED TO COMPLETE THE INDICATED INSTALLATIONStzi 0 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING TRAFFIC SIGNAL SYSTEM, STRUCTURES OR UTILITIES AND SHALL PROMPTLY REPAIR SAME TO N SATISFACTION OF OWNER AT NO EXPENSE TO THE CITY OF RANCHO CUCAMONGA. N` o 15. FUTURE MODIFICATIONS TO FACILITIES INDICATED ON THIS PLAN SHALL REQUIRE APPROPRIATE ENGINEERING ANALYSIS. a❑ �_ ` 16 ALL NEW ABOVE GROUND FACILITIES INSTALLED WITHIN SIDEWALK AREAS SHALL PROVIDED REQUIRED ADA CLEARANCE. T 910 LO �; o i 1 1/2"C, 1CAMERA, 4#12 17 ALL CONDUIT TO BE PLACED UNDERGROUND SHALL BE SCHEDULE 80 PVC WITH APPROPRIATE TRACER WIRE UNLESS OTHERWISE NOTED 12 1 3 �_ Q ( � 18 THE MINIMUM YELLOW LIGHT CHANGE INTERVALS SHALL BE ESTABLISHED IN ACCORDANCE WITH THE TRAFFIC MANUAL OF THE DEPARTMENT OF TRANSPORTATION - \? U ¢ oa❑®o ,° „ ,2 CONDUIT & CONDUCTOR SCHEDULE PRIOR TO OPERATION OF THIS AUTOMATED ENFORCEMENT SYSTEM PURSUANT TO SECTION 21455.7 OF THE STATE VEHICLE CODE. t= Z 1 1 2"C TELEPHONE 4 CONDUIT EXISI. CONDUCTORS CCNJJIT EX SI �ROPOStJ PR P _ / O 19 THE RED TRAFFIC LIGHT MONITORING FACILITIES AT THIS INTERSECTION SHALL BE MAINTAINED BY NESTOR TRAFFIC SYSTEMS. CONTACT JOHN BAYARDO.. DIRECTOR OF J N o � " - ' RUN v 14 1 �+ 16 8 6 �_� SIZE F ILL RATE CONDUCTORS F ILL RATE CONSTRUCTION AT (858) 254-1200 J 3-4 C, 12CAMERA, 24#12, 2SIC(NTS) SCALE: 1 - 20' N a 1 1/2'C, TELEPHONE oil. � � o 4 84 2 2 4 27 2 - 3' 27 6% 2 SIC(5 PR. #20) 30.1is ° ' " L C4 + 1 1/2"C, 2SIC(NTS) -I a❑ N I ❑3 '� 3'C, 4CAMERA, 6112, 2SIC(NTS) 0 20' 40' ®a[I \ \ �l ,5-- 2"C, ,CAMERA, 2SIC(NTS) - 11 12 -----gyp---- -- 3 C, 4CAMERA, 10%12 " 3), 32 1 1/2'C, 3 6 0 0 / 11/2-C,TYPE III-BF 2❑ t _ TO DETER 1CAMERA, 212 DETERMINED - i - CAMERA #80 �-y _-_-_-_-_-_-_- o©o01012 13 _ CONSTRUCTION NOTES (THIS SHEET ONLY) MLI CAMERA iso - + a + ❑ CONTRACTOR SHALL FURNISH AND INSTALL 53C (2') TYPE 3 (PVC) CONDJIT WITH PULL ROPE SCE TO FJRNISH Cg i 65' TO W/B AND INSTALL 3 EACH #2 AWG CONDUCTORS ON SUPPLY SIDE OF SERVICE EQUIPMENT ENCLOSURE. CONTACT MR. 55 TO E/B CB I STOP LIMIT LINE CURT HORNE SCE SERVICE PLANNER AT (909) 930-8540 PRIOR TO DOING ANY WORK TO VERIFY LOCATION SCE BASE LINE RD a" STOP LIMIT LINE REQUIREMENTS AND COORDINATE CONNECTION OF SERVICE. I CAMERA #61 ❑ CONTRACTOR SHALL FURNISH AND INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE FOR 1201240V SINGLE CAMERA #62 1 PHASE SERVICE WITH THE CIRCUIT BREAKERS SHOWN IN THE DETAIL ON THIS SHEET. 3❑ CONTRACTOR SHALL INSTALL MODIFIED TYPE ''P' CABINET WITH ALL FURNISHINGS AND EQUIPMENT AS PROVIDED �} BY NESTOR TRAFFIC SYSTEMS. TOP OF FOUNDATION SHALL BE 18' ABOVE SURROUNDING GRADE.ANCHOR BOLT l PATTERN FOR CABINET IS 18-1/2' X 40-3/4' BOLT CENTER TO BOLT CENTER. 121 122 ' - 23 _ _ - _ __ __ - ___ _ _. 24 - ; { 4 CONTRACTOR SHALL FURNISH AND INSTALL 2"TYPE 3 (PVC) CONDUIT WITH PULL ROPE. TELEPHONE SERVICE } -F PROVIDER SHALL FURNISH AND INSTALL TELEPHONE LINE CONTACT STEVE HOCK VERIZON SERVICE PLANNER (909) 469-6327 PRIOR TO DOING ANY WORK. 5 CONTRACTOR SHALL INSTALL CAMERA USING MODIFIED PELCOE PP450 BRACKET AND ASSOCIATED STRUT AS 4"C, 6CAMERA, 12112 INDICATED ON EXISTING POLE CAMERA DETAILS, SHEET NO. 3 OF 4 SHEETS. NOTED CAMERA HEIGHT IS A MAXIMUM. CAMERA 121 + CAMERA 122 ACTUAL MOUNTING HEIGHT SHALL BE FIELD ESTABLISHED BASED ON MINIMUM CLEARANCE TO OVERHEAD ELECTRIC LINES. _ I � 55' TO W/B 65' TO E/B STOP LIMIT LINE © CONTRACTOR SHALL INSTALL CAMERA USING ASTRO-BRAC AB-3006-L MOUNT AND ASSOCIATED HARDWARE AS -� I INDICATED IN CAMERA MOUNTING DETAIL ON CAMERA AND LIGHT POLE DETAILS, SHEET NO. 4 OF 4 SHEETS. STOP LIMIT LINE Cg , 7❑ CONTRACTOR SHALL FURNISH AND INSTALL REAR FACING INCANDESCENT LIGHTS AS SHOWN ON STONCO #3800 ❑5 "' (REAR) LIGHT MOUNTING DETAIL ON SHEET 4 OF 4 SHEETS CAMERA 140 '' , T �. CAMERA #20 -�- ® CONTRACTOR SHALL FURNISH AND INSTALL FORWARD FACING INCANDESCENT LIGHTS AS SHOWN ON * -�- SHAKESPEARE S6-10 (FRONTAL) LIGHT MOUNTING DETAIL ON SHEET 4 OF 4 SHEETS r 1 1/2"C, 1CAMERA, 2 `12 �\ 9❑ STONCO #3800 LIGHTING FIXTURES (REAR) SHALL HAVE TYPE V PHOTOELECTRIC CONTROL AS SHOWN ON TYPE O1 �� 1 1/2'C, 1CAMERA 1 1/2"C, 1CAMERA, 4#12 - III-BF SERVICE WIRING DIAGRAM ON THIS SHEET. 1 1/2"C, 1CAMERA, 2112 I _____ _ _______ O❑❑❑❑❑❑❑ 10 CONTRACTOR SHALL FURNISH AND INSTALL 15A FUSED SPLICE CONNECTOR IN PULL BOX ADJACENT TO POLE FOR oaa❑❑❑ 6 9 10 12 13 CB G 6 7 8 9 10 1 1 12 EACH INCANDESCENT LIGHTING CIRCUIT. 1 1 CONTRACTOR SHALL POSITION TWO (2) EACH SHAKESPEARE S6-10 (FRONTAL) LIGHTS ON MAST ARM AS DIRECTED `81 -0. 2 1/2"C, 4CAMERA, 8 12 BY THE ENGINEER. "� 12 CONTRACTOR SHALL POSITION THREE (3) EACH STONCO #3800 (REAR) LIGHTS ON MAST ARM AS DIRECTED BY THE C; I C" ENGINEER, Cj_ Q 13 CONTRACTOR SHALL INSTALL 36' X 54' SR56-PHOTO ENFORCED' SIGN ON SIGNAL STANDARD PURSUANT TO v I m z LEGEND SINGLE SIGN DETAIL ON STATE STANDARD PLAN RS4 N14�,,, Z I INDICATED CAMERA AND INCANDESCENT LIGHT FIXTURE MOUNTING POSITIONS ARE NOMINAL. EXACT POSTIONS TYPE III-BF SERVICE WIRING DIAGRAM z I M ? o N CAMERA IN uLTRAK KD-6 WEA HER]OME SHALL BE AS ESTABLISHED BY THE NESTOR TRAFFIC SYSTEMS ENGINEER IN THE FIELD. t o ; o \ FRONTAL INCANDESCENT LIGHT FIXTURE 15 ACCESS FOR CONDUIT RUN BETWEEN THE NEW TYPE 'P' CABINET AND EXISTING TRAFFIC SIGNAL CONTROLLER J N og -� REAR INCANDESCENT LIGHT FIXTURE CABINET SHALL BE ACCOMPLISHED USING EXISTING HOLE ON NORTH SIDE OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET AS DIRECTED BY THE NESTOR TRAFFIC SYSTEMS ENGINEER IN THE FIELD. Single-phase secondary, �_ SN E;UIPMEN' �EGrIVD '"� `` H 4 120/240V 3-wire by the 0 � 61[1] serving utility company �L�� NO COMPONEN' : �❑ 10 12 m �� 4utrai lug Ground lug bonded 2 2 ❑❑ 1° 13 to service cabinet � � Lundin I � 9 lug UM M 3 Test bypass facility ��� SN r`'J LID 12 _ 21 4 O3 UNdERCiROUNd SERVICE ALERT Meter socket and support 6 sN of yoG of Southern California - - - ---- - - - �- -� � O5 Terminal blocks 15 15 3 © Solid neutral terminal strip Q I O 0 2 � � Ground lug Call: TOLL FREE CITY OF RANCHO CUCAMONGA �1 SIN Auto _ .P _ 16 8 Ground rod 240V Space - Test Circuit #1, Outdoor _ 1 -800-227-2600 P incandescent lighting t 5 100 A, 240 V, 3P, CB (unmetered) t - ♦ --�---Camera Circuit #1 - 20A, 120V, ,P, GB �J 20A, 120V, 1P, CB RED TRAFFIC LIGHT MONITORING PLA N ,6 Camera Circuit #2 - 20A, 120V, 1P, CB 20 A, 120 V, 2P, GB TWO WORKING DAYS BEFORE YOU DIG space _ ��- SN Do 15 A, 120 V, 1 P CB (m -� Circuit #2, Outdoor BASE LINE ROAD incandescent lighting 01 Photoelectric unit AND CARNELIAN STREET Space #3, Outdoor incandescent lighting, 20A, 120V, 1P, CB (unmetered) _ 1--4LCircuit 20A, 120V, 1 P, CB �2 15 A, 1 P, Test switch PROPOSED FACILITIES LAYOUT Cabinet A/C circuit, delayed action - 20A, 120V, 1 P, CB 0 60 A, 2PNO, Contactor Circuit #1, Cabinet equipment quad receptacles - 20A, 120V, 1P, GFI, CB 130 A, 2PNO, Contactor Circuit #2, Cabinet equipment quad receptacles - 20A, 120V, 1P, GFI, CB QROFESSI�/. O V' < VISAIIA OFFICE 711 N. Court Street, Suite J Visalia.TPG - - California 93291 Telephone CITY OF RANCHO CUCAMONGA CONSU 1TI N(1 - SEE STATE sTAr��AK� Es-2E � ;R a�cITIoNAL �ETA�s �, � � �, 559.739.8072 - - "" "�"d Fax 559 732 3089 No. 56,238 � _ EXPIRES- 12/31/2004 qFo� ' NESTOR TRAFFIC SYSTEMS, INC. ULTRAK KD-6 �--- 38.00" — 2.50" CONSTRUCTION NOTES (THIS SHEET ONLY --� WF,ATHERDOME PELCO PP450 MOUNT ARM Ll ATTACH PELCO PA402 MOUNTING BRACKET TO EXISTING TRAFFIC SIGNAL STANDARD WITH THE THREE (3) STAINLESS STEE L STRAPS PROVIDED PER THE MANUFACTURERS INSTRUCTIONS I � 14.68" 2❑ ATTACH MODIFIED PELCO PP450 ASSEMBLY TO PELCO PA402 MOUNTING BRACKET STUDS WITH THE FOUR (4) 5/16" NUTS AND SPLIT LOCK WASHERS PROVIDED PER THE MANUFACTURERS INSTRUCTIONS INCLUDE BLOCK OFF PLATE PROVIDED IN 1 MODIFIED PELCO ASSEMBLY OF PELCO PA402 MOUNTING BRACKET rPP450 MOUNT ARM 44.50 MOUNTING BRACKET FOR STRUT 44 50 ULTRAK KD-6 3❑ ATTACH EXTENSION TUBE OF MODIFIED PELCO PP450 MOUNTING ARM TO MODIFIED PELCO PP450 MOUNT ASSEMBLY USING THE BRAKE MOUNTING PLATE AND ASSOCIATED HARDWARE FURNISH PER THE MANUFACTURER'S INSTRUCTIONS. 14.6 WELDED TPP ARM. 33.00" SEE DETAILL ONN THIS SHEET WEATHERDOME ❑ ATTACH BRAKE MOUNTING PLATE TO THE FOUR STUDS ON THE MODIFIED PELCO PP450 MOUNTING PLATE USING THE NUTS WASHERS SPLIT LOCKWASHERS AND INDEXING BOLTS PROVIDED PER THE MANUFACTURER'S INSTRUCTIONS TH 5❑ FURNISH AND INSTALL SIDE MOUNT TERMINAL COMPARTMENT AND 1-1/2" FLEXIBLE WATERTIGHT METALLIC CONDUIT FOR CAMERA CABLE(S). EXTEND CONDUIT 6" INTO EXTENSION TUBING ON MODIFIED PELCO PP450 ASSEMBLY. CUSTOM MODIFICATION LJ ATTACH PRE-BENT ALUMINUM STRUT BETWEEN SPECIAL BRACKET ADDED TO MODIFIED PELCO PP450 MOUNTING ARM AND ASTRO-BRAC AB-3004-L CLAMP ON LUMINAIRE MAST ARM ATTACH ASTRO-BRAC CLAMP KITTO LUMINAIRE MAST ARM ry PLUG AND BOLTS. SEE USING TWO (2) 5/16 - 18 U-BOLTS PER MANUFACTURERS INSTRUCTIONS II DETAIL ON THIS SHEET W MOUNTING BRACKET FOR STRUT 10.00"—F I I I I 7❑ MODIFY EXTENSION TUBE AS REQUIRED TO PROVIDE CAMERA HEIGHT OVER PAVEMENT AS NOTED IN POLE AND EQUIPMENT SCHEDULE ON RED TRAFFIC LIGHT MONITORING FACILITIES PLAN. SHEET 2 OF 4 SHEETS. 11 I WELDED TO PELCO PP450 ARM (SEE DETAIL ON THIS SHEET) CUSTOM MODIFICATION ❑ PLUG AND BOLTS. SEE 6 2.5"0 6061 —T6 ALUMINUM DETAIL ON THIS SHEET SECURE STRUT WITH EXTENSION W/0.1 25" WALL 2-1 /2"� 6061 -T6 112" X 2.5" #304 SS HEX HEAD BOLT, NUT ALUMINUM TUBING AND LOCK WASHER EXISTING TRAFFIC SIGNAL WITH 0.125" WALL STANDARD (TYPE VARIES) EXISTING TRAFFIC SIGNAL CUSTOM MODIFICATION STANDARD (TYPE VARIES) PLUG AND BOLTS. SEE DETAIL ON THIS SHEET / I 20• PELCO PA402 MOUNT BRACKET EXTENSION TUBE OF MODIFIED PELCO PP450 / MODIFIED PELCO PP450 MOUNTING PLATE (SEE VARIES 7 VARIES❑ 7 MOUNTING ARM ASSEMBLY EXISTING BLOCK OFF PLATE p p DETAIL ON THIS SHEET) LUMINAIRE MAST ARM - ❑ 1 - �f PELCO PP450 0 O j BRAKE PLATE J 6" i _ 1 -1/2" LIQUIDTIGHT MODIFIED PELCO PP450 MODIFIED PELCO PP450 a a FLEXIBLE METALLIC MOUNTING PLATE (SEE MCUNTING PLATE (SEE CONDUIT CONTAINING DETAIL ON THIS SHEET) DETAIL ON THIS SHEET) -- -- - -_- - + CAMERA CABLE(S) ❑ a 2' TI_ o © 1 .5" 6061 —T6 ALUMINUM STRUT W/0.125" WALL MODIFIED PELCO PP450 CAMERA MOUNT LIGHT POLE EXTENSION MOUNT BACK PLATE SIDE POLE MOUNTING NOT TO SCALE TERMINAL COMPARTMENT CAMERA BRACKET & MOUNTING PLATE INSTALLATION DETAILS (SEE STATE STANDARD PLAN ES-4D FOR DETAILS) F512.5"0 6061 - NOT TO SCA[E T6 ALUMINUM EXTENSION W/ 0.125" WALL //l I do 2.50" 0.125 X0.56 PELCO PP450 MOUNT ARM THRU I CAMERA CABLE(S) 2.50" + INSTALLATION DETAILS WELD TUBE NOT TO SCALE 15 -0 rr TO PELCO _ -- - _ _ - - PP450 ARM —� 1 /4" 0.75„ 2.50" 1/2"-13UNC 18-8 SS 36" MAX. 0 HEX HD. BOLT THREADED l - IN W/"LOCKTITE", 4 PLACES ni 0.75" - 6" IIT R1 .25" A� Jr .. A VARIES PELCO AB-3004-L R0.81 2.50" BAND MOUNT CLAMP PELCO PA402 12" � { { � 1/2" 18-8 SS FLAT 1 O ❑ MOUNTING BRACKET 10„ + WASHER, 4 PLACES III I SECTION A—A O O VARIES 7 0 1 0.54 0 EXISTING SIGNAL ] THIS 2.50" SQUARE 6061 -T6 ALUMINUM TUBE WITH 0.125" WALL lI I I PLUG WELD MODIFICATION PLUG 0 MODIFIED PELCO PP450 LUMINAIRE ARM 'I ( THICKNESS IS MEANT TO SECURE THE 1 .5"0 STRUT WITH AN 0.5" ( I L] TO 2-1/2"0 ALUMINUM TUBING STAINLESS STEEL I MOUNTING PLATE SEE I-` MOUNTING STRAPS I DETAIL ON THIS SHEET) x 2" SS BOLT, NUT & LOCK WASHER AND IS TO BE WELDED TO THE (TOTAL OF THREE) '� PELCO PP450 ARM SO THE R1 .25" SURFACE IS MATED WITH THE 02.50" ARM. _- 30,-0r, STRUT UPPER MOUNTING POINT DETAILS -, /2" LIQUIDTIGHT MODIFICATION PLUG DETAILS FLEXIBLE METALLIC NOT TO SCALE CONDUIT CONTAINING NOT TO SCALE CAMERA CABLE(S) — 5 1 .5 6061 —T6 ALUMINUM __-- STRUT W/0.125" WALLNc . DESCFI�TiCf� �F PF'V'IcIOGI DA'E A��R - Ec PELCO AB-3004-L 6 0 BAND MOUNT CLAMP ❑ CADD INDEMNIFICATION CLAUSE CITY OF RANCHO C U C A M 0 N G A This CADD drawing file prepared by the Consultant/ Engineer for this project is an instrument of the Consultant's/Engineer's services for use solely with SIDE POLE MOUNTING respect ' this project and, with the Consultant's/ RED TRAFFIC LIGHT MONITORING PLA N Engineer's s written approval, others may be permit— TERMINAL COMPARTMENT ted to obtain copies of this CADD drawing file for (SEE STATE STANDARD information and reference only. This CADD drawing file shall not be used on other projects, for BASE LINE ROAD M / EXISTING TRAFFIC SIGNAL additions to this project, or for completion this PLAN ES-4D FOR DETAILS) CUT ALUMINUM project by others. Any intentional or unintentional STRUT TO FIT LUMINAIRE MAST ARM revisions, additions or deletions to this CADD AND CARNELIAN STREET Finished grade a drawing file shall be made of the full risk the person(s) making such revisions, additions or adeletions and such person(s) sholl hold harmless and indemnify the Consultant/Engineer of any and EXISTING POLE CAMERA DETAILS all responsibilities and liabilities. STRUT LOWER AMEBA MOUNT EXTENSION T EXISTING QR°FESS'�,y ( �,( C OU O S F0 VISAHA OFFICE ~ f �` "- F �F MOUNTING POINT DETAILS � FTPG TRAFFICSIGNAL POLE LAYOUT (TYPICAL) 7„ N coif,Sfreef. Sete�Visalia . _ _ .- � - �, ,,�,SG 0 OUW F'y LOhSU�TIN 5597398072 - NOT TO SCALE c� Q� y California 9329, Telephone CITY OF RANCHO CUCAMONGA JAr� � M c�l,rI N� CAMERA MOUNT EXTENSION TO EXISTING No, 56238 Fax 559 = NOT TO SCALE '' EXPIRES: 12/31/2004 /2004 LUMINAIRE MAST ARM CONNECTION (TYPICAL) s� °,v��,� - NESTOR TRAFFIC SYSTEMS, INC. — - N01 10 SCALE qTF of CAL`F PELCO PRODUCTS ASTRO-BRAC CLAMP KIT VARIES —j VARIES VARIES VARIES VARIES VARIES VARIES 21 mm (3/4") -_ P/N AB-3006-L GALVANIZED 'RON STYLE LR STONCO #3800 FIXTURE NON-METALIC �i i NOTE: CATY40 - 40' 4") THREADED 21 mm ( / I WITH #3850 EXTENDER ' I I ( STRAIN RELIEF 3 AND 120W PAR38 LAMP I CONNECTION MAST ARM NOT SHOWN I CONDUIT OUTLET BODY TYPICAL 2❑ 3❑ 7❑ PELCO ESPRIT STONCO #3800 FIXTURE (1 -112-) / ) 300 mm I ( ) Q I 127 mm 5" �- J_ WITH #3850 EXTENDER 41 mm 1 -1 2" ALUMINUM „ — ES3000 CAMERA ( ) I AND 1 20W PAR38 LAMP C /NPS PIPE CAP WITH DRILLED (12 ) GALV. IRON STYLE T (TYPICAL) i 21 mm (3/4") 22 mm (7/8") HOLE 150 mm ( I 21 mm (3/4") j 12 mm (1/2") I 12 mm (1/2 ( I } IMC CONDUIT T I GALV. IRON STYLE LR ( (TYPICAL) 0 3❑ 0 ( ) (6") 21 mm 3/4") IMC /THREADED CONDUIT SS BANDING I 21 mm (3/4 ) THREADED 1 ( OUTLET BODY (TYP.) TYPICAL I SS BANDING (TYPICAL) j CONDUIT OUTLET BODY \ J CONDUIT (TYPICAL) � j (TYPICAL) (TYPICAL) ~ ' �} -- k � , � ADJUSTLENGTH OF 41 mm (1 -1/2") J- - -- - _ T I - - � ,� --- - 1-- - �: VARIES* NIPPLE AS REQUIRED TO MEET 1 -� 1 41 mm (1 -1 /2") SPECIFIED CLEARANCE OVER ROADWAY PIPE ALUM IC 0 U P NUM LI N G 41 mm (1 -1/2 ) ALUMINUM SCH 40 i r � PIP NIPPLE, NPT TH E B N 0 ENDS 21 mm (3/4") X 21 mm (1 ") , CATY40 - 40' MAST ARM --` � 64 mm (2 1/2') �—PELCO EPM 64 mm (2 1/2") � '� \ � NIPPLE IN 21 mm (3/4") TAPPED 12 mm (1/2") � 10" DIA. AT BASE WITH HOLE DRILLED IN TOP OF MAST ARM (TYPICAL) ADAPTER PLATE (TYPICAL) SS BANDING - TYPICAL 0.14 IN./FT. TAPER (TYPICAL) v I - (TYPICAL) I i ULTRAK KD6 WEATHERDOME ASSEMBLY, i 0 SEE CAMERA MOUNTING DETAIL NO. 2 ON 1 THIS SHEET REGARDING MOUNTING DETAILS Ll SHAKESPEARE S6-10 LIGHT SHAKESPEARE S6-10 LIGHT ULTRAK KD6 /IF UT OFF MAST ARM 0 FIXTURE WITH CUSTOM ALUMINUM ❑ FIXTURE WITH CUSTOM ALUMINUM 0 ® WEATHERDOME REQUIRED BY PLAN WEATHER SHROUD (TYPICAL) WEATHER SHROUD (TYPICAL) 5.18 m (17'-0 ) MINIMUMIZED METAL THRU BOLTED WEATHERTIGHT GAP (TYPICAL) 0 21 MM ( 3/4") CONDUIT INSTALLATION AND MAST ARM MODIFICATION DETAIL `-FINISHED GRADE NOT TO SCALE CAMERA MOUNTING DETAIL STONCO #3800 FIXTURE CONSTRUCTION NOTES (THIS SHEET ONLY) WITH #3850 EXTENDER STONCO #3800 FIXTURE SHALL AND 120W PAR38 LAMP , BE AIMED AS DIRECTED BY 1 TWO (2 EACH 750W 10 SHAKESPEARE S6-10 ELLIPSOIDAL LIGHT FIXTURES SHALL BE MOUNTED TO THE UNDERSIDE OF EACH INTERSECTION DEPARTURE LEG TYPE CATY40 POLE MAST ARM USING PELCO AB-3004-L MOUNT AND ALUMINUM STYLE T (TYPICAL) 2 3 7 THE NESTOR ENGINEER MODIFIED PELCO SH-1506 BRACKET LIGHTS SHALL FACE FRONT OF VEHICLE TRAFFIC. EACH FIXTURE SHALL COVER 1 5 TRAFFIC LANES SECURING BOLTS SHALL BE ADDED AT THE PIVOT POINTS TO LOCK THE FIXTURE IN PLACE 21 mm (3/4") -- AFTER ALIGNMENT. SEE SHAKESPEARE S6-10 (FRONT) LIGHT MOUNTING DETAIL ON THIS PLAN. THREADED CONDUIT 2❑ THREE (3) EACH STONCO #3800 BULLET LIGHT FIXTURES WITH #3850E EXTENSIONS SHALL BE MOUNTED TO THE TOP OF EACH INTERSECTION DEPARTURE LEG TYPE CATY40 POLE MASTARM USING THE 21 mm (3/4'')THREADED OUTLET BODY (TYP.) aid 12 mm (112") a `; ALUMINUM CONDUIT BODIES SPECIFIED ON THE PLAN. LIGHTS SHALL FACE REAR OF VEHICLE TRAFFIC. EACH FIXTURE SHALL COVER 1 TRAFFIC LANE. SEE STONCO #3800(REAR) LIGHT MOUNTING DETAIL ON THIS PLAN. � F it—�— �- r n i' 21 mm (3/4") RIGID SS BANDING 3 THREE (3) EACH STONCO #3800 BULLET LIGHT FIXTURES WITH #3850E EXTENSIONS SHALL BE MOUNTED TO THE TOP OF EACH INTERSECTION APPROACH LEG TYPE CATY40 POLE MAST ARM USING THE 3/4 THREADED ALUMINUM PELCO ESPRIT CONDUIT (TYPICAL) (TYPICAL) ALUMINUM 21 mm (3/4") THREADED ❑ 5❑ CONDUIT OUTLET BODY, STYLE VARIES, CONDUIT BODIES SPECIFIED ON THE PLAN. LIGHTS SHALL FACE REAR OF VEHICLE TRAFFIC. EACH FIXTURE SHALL COVER 1 TRAFFIC LANE. SEE STONCO #3800(REAR) LIGHT MOUNTING DETAIL ON THIS PLAN. ES3000 CAMERA PELCO ESPRIT - SEE CONDUIT INSTALLATION PLAN ON 4 ONE 1 ULTRAK KD-6 WEATHERDOME WITH INTERGRAL VIDEO SURVEILLANCE CAMERA SHALL BE MOUNTED TO THE UNDERSIDE OF EACH TYPE CATY40 POLE MAST ARM USING PELCO AB-3006-L MOUNT, 41 mm 1-1/2" ALUMINUM a ES3000 CAMERA -- - ° �- - - THIS SHEET FOR DETAILS NIPPLE (LENGTH VARIES). 41 mm (1-1/2'') ALUMINUM PIPE COUPLING. 41 mm (1-1/2') ALUMINUM PIPE CAP AND OTHER ASSOCIATED HARDWARE AS SHOWN ON CAMERA MOUNTING DETAIL ON THIS PLAN. Ik � — u — 5❑ IF UTILIZED, ONE (1) PELCO ESPRIT ES3000 SERIES VIDEO SURVEILLANCE CAMERA SHALL BE MOUNTED TO THE SIDE OF TYPE CATY40 POLE MAST ARM USING PELCO EWM MOUNT,EPM ADAPTOR,AND OTHER ASSOCIATED HARDWARE --- - AS SHOWN ON PELCO ESPRIT ES3000 SERIES CAMERA MOUNTING DETAIL ON THIS PLAN. +, I 64 mm 2 1 2" ALUMINUM STYLE LR L_ _ ( / ) CATY40 - 40' MAST ARM �° CATY40 - 40' MAST ARM 6 IF DIRECTED BY THE NTS ENGINEER, CUT OFF MAST ARM 150 mm (6 ) BEYOND MOUNTING POINT OF ULTRAK KD-6 WEATHERDOME. PAINT END AS PROVIDED FOR REPAIRING DAMAGED GALVANIZED SURFACES IN SECTION 75-1.05, ;;, PELCO EPM > (TYPICAL) 21 mm (3UTL THREADED 1 0" DIA. AT BASE WITH ❑ 'GALVANIZING', IN THE STATE STANDARD SPECIFICATIONS AND PROVIDE METAL WATERTIGHT CAP ATTACHED WITH THREE CADMIUM-PLATED STEEL SET SCREWS \ ADAPTER PLATE L I 10 DIA. AT BASE WITH CONDUIT OUTLET BODY 0.14 IN./FT. TAPER 0.14 IN./FT. TAPER 7 CONNECT THE THREE (3) STONCO #3800 LIGHT FIXTURES IN PARALLEL USING TWO (2) EACH #12 AWG CONDUCTORS FED THROUGH 21 mm (3/4') CONDUIT AND CONDUIT OUTLET BODIES BANDED TO MAST ARM. \\ WITH S.S. STRAPS TYPICAL (TYPICAL) ❑ (TYPICAL) ® CONNECT THE TWO SHAKESPEARE S6-10 LIGHT FIXTURES IN PARALLEL USING TWO (2) EACH #12 AWG CONDUCTORS FED THROUGH TWO (2) EACH 022 mm (0.88") HOLES DRILLED IN BOTTOM OF MAST ARM USING RUBBER GROMMETS. SPLICE CABLES WITHIN PULL BOX ADJACENT TO POLE. PROVIDE WATERTIGHT CABLE CONNECTOR AND DRIP LOOP PER NESTOR ENGINEER'S DIRECTIONS. r / d I �i ~ 1. 9❑ THE VALUES SHOWN IN THE EQUIPMENT MOUNTING SCHEDULE SHALL NOT BE EXCEEDED WITHOUT PRIOR APPROPRIATE ENGINEERING ANALYSIS. - _--- STONCO # 3800 (REAR) 1 PELCO EWM �� ���� MOUNTING LIGHT MOUNTING DETAIL DRILL 022 mm NOT TO SCALE LEAD VIDEO & POWER CABLES TO (0.88") HOLE IN LEAD-WIRE CABLE TO LIGHT FIXTURE. MAST ARM, USE CAMERA THROUGH ACCESS HOLE RUN THROUGH ACCESS HOLE IN THE RUBBER GROMMET PELCO EM-1009U MOUNT. INCLUDE NON-METTALIC STRAIN IN PELCO EWM MOUNT. INCLUDE SUFFICIENT SLACK FOR DRIP LOOP RELIEF CONNECTION SUFFICIENT SLACK FOR DRIP LOOP 21 mm (3/4") NPS PELCO PRODUCTS 12.2 m (40' - 0") ASTRO-BRAC CLAMP KIT CATY40 - 40' MAST ARM, 10" DIA. AT TAPERED STEEL ARM 112 mm 4.4" X 254 mm 10.0" X 6.07 mm (0.2391 ") - ( ) ( ) P/N AB-3004-L ASE WITH 14 IN FT TAP (TYPICAL) (TYPICAL) B 0. ER TY C L MODIFIED PELCO PRODUCTS N PELCO ESPRIT ES3000 SERIES EXTENDED MALE BRACKET CAMERA MOUNTING DETAIL. ll P/N SH-1506 HANDHOLE NTS DWG A060401 -1 CATY40 - 40' MAST ARM NOT TO SCALE VARIES (FAR SIDE)------4DRILL 022 mm (0.88 ) HOLE IN 10 DIA. AT BASE WITH MAST ARM, USE RUBBER GROMMET 1 0.14 IN./FT. TAPER (TYPICAL) N SHAKESPEARE D AS LIGHT FIXTURE I EQU I PM ENT MOUNTING SCHEDULE ❑ SHALL BE AIMED AS DIRECTED BY N THE NESTOR ENGINEER ❑® ! SHAKESPEARE S6-10 EQJIPMENJ AND MOJNIING SPECIFICATIONS SHUO IVN IN IHIS SCHEDJLF SHALL NUI BE EXCEEDEDvVI1HOJ1 LOWEST POINT OF ANY FIXTURES TO MAST ARM E ❑❑ LIGHT FIXTURE 1 8 - DESCRIPTION _j E ' ' --- �I' EOLIPMENI CEN-HO'D MAXiMUMDS-ANCE '0 EQUIPMENT EQUIPMENT CONSIJCIION i _ i 0 'f — - a_ I DESCRIPTION HEIGHT* CENTROID FROM POLE WEIGHT PROJECTED AREA NOTES � o ` w -``I) ULTRAK KD 6 WEATHERDOME ASSEMBLY 6 1 m (20') 12 2 m l40) 9 53 kg (21 ibs ) 0 102 m' (1 10 SF) ❑ I x x \ STONCO #3800 (REAR) LIGHT ASSEMBLY 6 1 m (20} 11 6 m (38) 2 72 kg (6 lbs} 0 046 m2 (0 50 SF) ❑ 3❑ 7❑ N 10 7' z E PELCO ESPRIT ES3000 SERIES CAMERA ASSEMBLY 6 1 m (20') 11.0 m (36') 16 78 kg (37 Ibs.) 0.186 m2 (2.00 SF) ❑ o1h Lnf - w CUSTOM ALUMINUM SHAKESPEARE S6 10 (FRONT) LIGHT ASSEMBLY 6.1 m (20) 9.5 m (31') 10.89 k (24 Ibs.) 0.102 m2 (1.10 SF) 1 8 CD Q N WEATHER SHROUD g ❑❑ E STONCO #3800 (REAR) LIGHT ASSEMBLY 6 1 m (20') 8.8 m (29) 2 72 kg (6 lbs) 0.046 m2 (0.50 SF) a a E CUSTOM ALUMINUM 5.18 m (17'-0") MINIMUM 00 WEATHER SHROUD STONCO #3800 (REAR) LIGHT ASSEMBLY 61 m (20) 7.0 m (23) 2 72 kg (6 lbs) 0.046 m2 (0.50 SF) ❑❑ 7❑ N c° SHAKESPEARE S6-10 (FRONT) LIGHT ASSEMBLY 61 m (20') 5-It .2 m (17') 10.89 kg (24 Ibs.) 0.102 m2 (1.10 SF) ❑❑ E N x — 00 \-FINISHED GRADE STONCO #3800 (REAR) LIGHT ASSEMBLY 6 1 m (20') 4.6 m (15') 2 72 kg (6 lbs) 0 046 m2 (0 50 SF) 0 u 7❑ Ln HANDHOLE SHAKESPEARE S6- 10 (FRONT) (FAR SIDE) - - - - - -- - - - - - -- - -- - LIGHT MOUNTING DETAIL j NOT TO SCALEdc. F ��'' ��'- aFc� ,vCC FINISHED GRADE CITY OF RANCHO CU CAM ON GA MODIFIED TYPE 27-4-129 CIDH FOUNDATION WITH 44 mm0 - X 2134 mm X 152 mm E o RED TRAFFIC LIGHT MONITORING PLAN (1 .75"0 X 84" X 6") �, UNdERgROUNd SFRVICE ALERT ANCHOR BOLTS N _ BASE LINE ROAD FORE YpG of Southern California AND CARNELIAN STREET a 8 Call. TOLL FREE CAMERA AND LIGHT POLE DETAILS f 1 -800-227-2600 -- a� CUSTOM TYPE CATY40 SIGNAL STANDARD 914 mm �OQR° ESS' � F �< VISAlIA OffICE - A N D MAST A R M (TYPICAL) DETAIL TPG Cal N court sheet, Sete Vlsalla•(30") DIA. TWO WORKING DAYS BEFORE YOU DIG ���-' iF� Calitornia 93291 Telephone CONSUITINq 559.739 8072 CITY OF RANCHO CUCAMONGA 1 J NC-< Fax 559 732 3089 RIOT TO SCALE No. 56,238 EXPIRES: 12/31/2004 . F Ile clv�L ���P NESTOR TRAFFIC SYSTEMS, INC. --.F - F I la1? S GENERAL NOTES GENERAL NOTES (CONT.) 3 . 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALIRANS STANDARD PLANS AND 6. LOOP DETECTORS SHALL BE 6 FOOT BY 8 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE "P" CAB. AND STANDARD SPECIFICATIONOM5TRU S FOR IM CCTION OF LOCAL STREETS AND ROADS. DATED JULY, 2OD2, AND AS TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. • SHOWN ON THE PLANS. 7. VEHICLE INDICATIONS SHALL BE 12% PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL SEC110N OF DOUBLE YELLOW UNE 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECT— EXCEPT AS NOTED. ON OR MEDIAN CURB FACE FICATIONS. TRAFFIC MANUAL MAINTENANCE MANUAL AND STANDARD SPECIFICATIS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFL.ECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. MW 120/240 %%T TYPE I SERVICE EQUPMElIT ENCLOSIX TO It SALVAGED TO QTY Fal01NNG TRANSFER OF TRAFFIC Mk • __.. _ ___. SERVICE TO DISTNG 120/240V TYPE 9-CF SERVICE FOR RED TRAFFIC LIGHT MONITORING SYSTEM. SFE PROPOSED NODFICATIONS "P" CAB:--" SI : .. o t" L TR U�t-N LANE 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC PLAN, SFfET 2 OF 5 SHEETS FOR DETAILS. COORDINATE SERMCE DETAILS AND SCHMU TNG WU N ADVANCE OF NEED. SIDEWALK 0' 15' 10' WORKS CONSTRUCTION. 2000 EDITION, AND ALL SUPPLEMENTS. 09. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL * F_ 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED PLAN SECTION 0 CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR FOR THE INTENDED OPERATION. 4' 8"WHITE TURNING LANE LINE 9E SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY w COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB— UTIUTY COMPANIES PHONE NUMBERS STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR 2, THRU LANE SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SOUTHERN CALIFORNIA EDISON CO. UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT (CONTACT CURT HORNE} 930-8 "P"• 10' C _v ARE NOT SHOWN ON THESE PLANS. Sou ERN CALIFORNIA GAS CO. �909J 800540 227-2600 • CAB co * VERIZON .2 * 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT UNE LOCATIONS PRIOR (CONTACT STEVE HOCK) (909) 469-6327 SECTION TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR CUCA ONGA COUNTY WATER DISTRICT (909) 987-2591 • ::::� 4" LANE UNE M LAYOUT. (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 227-2600 "' THRU LANE -t° w "P" CAB. SI .. , . Z SIDEWALK t 10' _E m f PLAN SECTION to EXIST. C do G K' TURNING LANE UNE W CURB En rn N THRU OR RIGHT 10' � 7 E.C.R. CAB 2 TURN LANE CO T e W 1,�� C4 ,L "P" CAB. SECTION ; w 1 612�� �^ 8��U C— 6��L C SIDEWALK + TOP OF CURB FACE 1 �a J- J >,>, 1 0400--- VARIES �'.- .► • -;� ,t � _ 1. .I . I o PLAN SECTION d m TYPE "P" CABINET FOUNDATION- AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DETAIL i REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) -- TO ADVANCE DETECTORS REMOVABLE PLANS FOR THE MODIFICATION OTRAFFICLIGHT MONITORING���� RED FACILITIES 60' 24' IGN AILTAB* AT BASE LINE ROAD & CARNELIAN AVENUE - - + AVE SIERNPU VICINITY MAP COUPLINAT GECVEHICLE SHEET INDEX M * *1ken 6300 �� PREEMPTION DETECTOR � Project (NIPPLE & CONNECTORS L o c a t i o n r OR -� 6• BY OTHERS) " " 1. Title / Detail Sheet a'-O' 1.5 TO .75 ASTRO Mini—Broc AB-0155—L OR WM ' � HANGING"A" "G REDUCER HAB-0132—L MOUNT OR COUNTY OF SAN BERNARDINO 2. Proposed Modifications La ut: Base Line Rd. at Carnelian Ave. HARDWARE � SKIN BY OTHERS APPROVED EQUAL I II p YO ARM TUBE SIZE GENERAL NOTES Ni1510E� LENGTH END O.D. x BASE O.D. x THK SIGNAL POLE SteelSw o psi minimum a MAST ARM 0� A ` 3. Camera and Light Mounting Details 8'-0" 238' x31/2" x 11 GA W PLATES ASN A-35 Steel ASN A-36 SteelG (ONE WAY / ONE OUTPUTS g�r� � BACK CLAMP -3 -- t _ - W//4 BOLTS 1MTAGE DR 0 ()I A-307) A 1 LONGITUDINAL All welds shall oonform to AIMS D1.1 weld D„v„I�� WELDS °" EMERGENCY VEHICLE DETECTORS 19TH STE� 24' ABdJE FINISHED GRADE Hot dip galvanized per ASTITT723I 1 Hot galvanized per ASTM A-153ME LK c s ❑❑❑��wlu CITY OF .it CLAMP HARDWARE �acco wwaayy nsLuminarres and FON TANA Traffic :PM 1994 15 ❑❑�� NO SCALE WELI)ING In accordance xM for Sheurd FIFIE]Q < ❑j 1 1/2- DK of Signs, Lum'mares and f DEBURRED Traffic Signa MHt 1994 SK;w1L POLE �P� ` < r'1 ` rlTr DIA. HOLE LNo. DESCRIPTION OF REVISION DATE APPROVED: WITH _ _ _ sT COUNTY OF -F -t aUNC BLUNT FSAN BERNARDINO CITY OF RANCHO C U C A M O N G A + POINT TAPPING r UNdER(;ROUNd SERVICE ALERT 4TH ST SCREW BE IR T HOLE REW AS QA.DD. (HOLD) �1 DRILLED) - 0`GFORE yo of Southem California CITY OF ONTARIO RED TRAFFIC LIGHT MONITORING PLAN NOTCH OR DRILL 1* DIA. HOLE 'RAD.FOR DRAINAGE W4 v o / R_"I (FlEL�D`EMDRNIED) � v Call: TOLL FREE BASE LINE ROAD CLAMP DETAIL SIGN TAB DETAIL AND CARNELIAN STREET 1 -800-227-2600 GENERAL INFORMATION AND DETAILS HORIZONTAL IISNS MAST ARM TWO WORKING DAYS BEFORE YOU DIGS APPROVED Br: DATE: J H�� CITY ENGINEER RCE: 24953 DESIGN FLAN PREPARED BT.\_, RECOMMENDED * No. 63,570 R.Webb °� 9/30/06 * TPG VISAIIA OFFICE DRAWN SHEET CML �< 711 N.Court Street,Suite J OF R.Webb lamCO..NSUIViisatia,Calibna 93291 1 CM�E Ct Telephone 559.739.8072 OF 3 CHECKED Fax 559.732.3089 DRAWING NO. ,�`�ml&_11 Matt Hamilton 1817 - S Rev I se GENERAL NOTES POLE AND EQUIPMENT SCHEDULE 1. ALL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS DATED JULY, 2002. CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN ON THIS PLAN WITH THE ABOVE AND NOTIFY THE ENGINEER OF ANY STANDARD MAST ARMS VEH. SIG. MTG'S. PED. SIGNALS PPB IISNS CIDH PILE HPSV CAMERA MOUNTINGS SPOTLIGHTS, MTG'S.&SIZE DISCREPANCIES 48 HOURS PRIOR TO COMMENCING WORK. POLE TYPE SIGNAL LUMINAIRE CAMERA POLE MAST ARM O MOUNTING 0 ARROW LEGENDS FOUNDATIONS LUMINAIRES CAM. # MOUNTING HEIGHT FRONT REAR FRONT REAR REMARKS 2. EXISTING FACILITIES ARE SHOWN 13Y REFERENCE TO RECORD DATA. THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE DATA. THE OVER PVMT. CONTRACTOR SHALL CONTACT USA TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND SHALL PROVIDE PROTECTION PRIOR TO AND DURING ALL jai 26s (e) 45' 15' - -3-t 45' mas 8 sp-2-t 8 right Carnelian 8' x 42' dia. 250w 120 pe o 35' - - ❑ TRENCHING, JACKING OR BORING OPERATIONS. 0450 3. NESTOR TRAFFIC SYSTEMS SHALL ARRANGE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY RELOCATIONS INCLUDING OVERHEAD CONFLICTS. obi 26s (e) �� 15' - -3-t 40' mas 6 sp-2-t 6 right Bose Line 8' x 42' dia 250w #80 X50 35' - - - - ❑ 4. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. .C % 26s (e) 45' 15' - -3-t 45' mas 4 sp-2-t 4right Carnelian 8' x 42' dia 25N #60 X50 35'lift - - - - ❑ 5• ALL PULL BOXES WITH FOUR (4) OR MORE ENTERING CONDUITS SHALL BE NO. 6 OR GREATER. ALL OTHERS SHALL. BE NO. 5. gid; 26s (e) 40' 15' - -3-t 40' mas 2 sp-2-t 2 rightlift Base Line 8' x 42' dia 250w 140 35' - - - - ❑ 6. Al RESURFACING SHALL MATCH EXISTING SURFACES AFTER EQUIPMENT IS REINSTALLED OR INSTALLED. 17' E1 E4 2-750w 2-12Dw,, MW (e) _ _ 16' - - - - - - 0450 7. NESTOR TRAFFIC SYSTEMS SHALL NOTIFY THE CONSTRUCTION MANAGEMENT SECTION OF THE CITY OF RANCHO CUCAMONGA ENGINEERING DIVISION AT (909) 477-2740, EXT. (,e%% - - 9' x30' da. 182 E1 4010, 48 HOURS PRIOR TO COMMENCING WORK TO ARRANGE FOR INSPECTIONS. ;f i 40-0-129(e) - - 2❑ - - - - - - - 8' x 30' dia. - 161 ❑ 17' - - - - 8. EXISTING TRAFFIC SIGNAL OPERATION SHALL NOT BE IMPACTED BY INSTALLATION OF EQUIPMENT WITHOUT THE WRITTEN PERMISSION OF THE CITY TRAFFIC ENGINEER. 9. THE LIMITS OF WORK ARE ENCOMPASSED BY THE RIGHT OF WAY AND SHALL INCLUDE ONLY SUCH WORK AS IS SHOWN ON THIS PLAN. �9N (e) - - 28' - - - - - - - 9' x 30' dia. - 122 E1 17' [ E4 2-750w 2-120w 10. NESTOR TRAFFIC SYSTEMS SHALL ASSUME FULL DESIGN RESPONSIBILITY FOR SELECTION OF, DESIGN MODIFICATIONS TO, AND APPROPRIATE USE OF ALL CAMERA AND LIGHT r\hi ca" (e) - - Q - - - - - - 9' x30' da - #81 ❑ 1Y - - - - FIXTURE MOUNTING ASSEMBLIES AND ASSOCIATED HARDWARE. III daSII c*Q (e) - - 17' - - - - - - - 9' x 30' . - #42 E1 17' ❑ ❑ 2-750w 2-12Qw � 11. ALL CONNECTIONS ATTACHING CAMERA AND LIGHTING EQUIPMENT SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. Iii yea III I i it 12. NESTOR TRAFFIC SYSTEMS, SHALL SUPPLY ALL NECESSARY PELCO MOUNTS AND ADAPTERS. .�° 1 44' 44' I IT 1 j Caty40 (e) - - ❑ - - - - - - - 9x30 da. - #21 ❑ 17' - - - - 10" sycamore ° 1 it 32' 3 -y I 1 k 0 eaty40 (e) - - 15' - - - - - - - 9' x 30' da. - #62 1 17' 1 4 2-750w 2-120w 13. SUBCONTRACTOR SHALL SUPPLY ALL OF THE FOLLOWING MATERIALS: THREADED CONDUIT AND CONDUIT BODIES (VARIOUS SIZES); A19 TYPE 201 STAINLESS STEEL STRAPPING I ❑ ❑ ❑ AND STRAPPING HARDWARE; ALL MOUNTING BOLTS, CLAMPS, CONNECTORS AND OTHER HARDWARE REQUIRED TO COMPLETE THE INDICATED INSTALLATIONS. ADDITIONALLY, _ ° I ° I I I i� r'� (e) _ _ _ _ _ _ _ _ _ _ o ( I caty40 2 9x30 da. #41 2 11' - - SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PICK-UP AND DELIVERY TO OR FROM CONTRACTOR ALL SALVAGED OR CONTRACTOR SUPPLIED MATERIALS AS DIRECTED BY THE t3 I1 I I i 11 �- ❑ ❑ NESTOR ENGINEER. h , I , l ii I I I I it (e) = EXISTING EMS 14. NESTOR TRAFFIC SYSTSHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING TRAFFIC SIGNAL SYSTEM, STRUCTURES OR UTILITIES AND SHALL PROMPTLY REPAIR SAME TO ° SATISFACTION OF OWNER AT NO EXPENSE TO THE CITY OF RANCHO CUCAMONGA II i I ii u I In I 15. FUTURE MODIFICATIONS TO FACILITIES INDICATED ON THIS PLAN SHALL REQUIRE APPROPRIATE ENGINEERING ANALYSIS. I I III I I1 16. ALL NEW ABOVE GROUND FACILITIES INSTALLED WITHIN SIDEWALK AREAS SHALL PROVIDED REQUIRED ADA CLEARANCE Iii I I ii i 15' 11' 1 11' I I 15, I 11 I I 17. ALL CONDUIT TO BE PLACED UNDERGROUND SHALL BE SCHEDULE 80 PVC WITH APPROPRIATE TRACER WIRE AND SHALL BE INSTALLED ONLY BY JACKING OR BORING. III I I 2� ❑ I I I 18. THE MINIMUM YELLOW LIGHT CHANGE INTERVALS SHALL BE ESTABLISHED IN ACCORDANCE WITH THE TRAFFIC MANUAL OF THE DEPARTMENT OF TRANSPORTATION PRIOR TO \ I II � I -- carrler+o1411 , r 4 OPERATION OF THIS AUTOMATED ENFORCEMENT SYSTEM PURSUANT TO SECTION 21455.7 OF THE STATE VEHICLE CODE i III I T 1� I ICamem 2 3 I L I \ r I I� r e 19. THE RED TRAFFIC LIGHT MONITORING FACILITIES AT THIS INTERSECTION SHALL BE MAINTAINED BY NESTOR TRAFFIC SYSTEMS. CONTACT JEFF TELANDER, SENIOR FIELD II I m �3: = I , 2/ c, lcamera14# 1 1 1 ' 12 ENGINEER, WEST COAST OPERATIONS AT 714 596-0823. u I 1 ( ) II AIo . I , I 11 2 3-3 c, camera, 12, 1 u I � I � � _ II Y I I I _SCALE. 1 20 I I 11 3 :11 g 1 rh red traffic right monrToring controller❑3 II 1 v II + I I ❑ u '� I i ' I type lir-bf service 11 I j I I BASE Ll NE RD * 1 1/2 c, lca nem, 2#12 % 'I �i i 1 1/2e. 316 I 1 , I I` 1 1/2"1 ltelephone 0 20' 40' 1 1/2% 312 i 1 1 1/2"1 I camera, 2#12 .2 .2 .2 I I 1 1/2'C 1comem ?sic I f I /4, concrete block wall- E E ( � 1 // I I type ii service.- D / --\ 2 1/2 c Scan m, 6#12 �� ` ,. "b,1 Pe iii=bf_service _ o o`k� =-� �' `e4 I �� I 5 I I �; ,,� __ 1 1/2 c, lcarnern, 2#12 --R/W _ A Y �-=-...rte Z t 5' walek --`-�� _-� --fit ---- ----- �6-I `v = _ _ — (f 1 1 1/ C• -- ------------------------ - --- - --- � _� 1 Corners #60 1� CaRlera I, es�, cmrero 1 -a-��2-�" 2=_________________________ _ _____ ___ __ __=====J = I 08Y Ym8� 1 �5 _ _ _ __- ___= _ - ---------------------------------- ------------------- -------- -- 1 T _------ ----- - --- ---------- -'t Yip, --------------------------- ----�- m8 Qiv �8 xU~66 M E 1lI 64' TO ❑ � O InORMAI.X LK �, a� i I I CJemmm I 06 I �— _ --�S LEGEND EXISTING PROPOSED 1 1 1 I 1 1 I I 1 1 J 11 1 ` 1 `-_--, ` � -, L----, •-- -, - _-, •___-, �___-• c -�� 24 VIDEO CAMERA IN WEATHERDOME 05 01 I I i --- I I FRONTAL HALOGEN LIGHT FIXTURE r_31 O I 1 1 1 I I I I I I � I I I 1 I I REAR HAOLGEN LIGHT FIXTURE --t; --� e2 i 1 FRONTAL STROBE LIGHT FIXTURE -�-4 —� Camera #21Cam ----; -- \% rl era #��`l�� " r----, .-- I 3' 6canrera 1 12 I f 64 TO NA E4 0 � 64' TL) E:,/B L____. I C' ' � �I I WALK LINE I I I I TD ' I ,� I Cli'OSSN►ALK LINE 4 7I ------------------------------------+--------------------------- __ 04q I 1 7 �r -------�___ comem A04 07 —--__ - - ♦ b- - _ ' - - _ A _ Camera #20 I 111 1 1/2"c, 2-#12- - r 02 -------- 4r-` ;___ --- ----------------------- ---- I \I 1 1/2"c, 2-#12- 12' walk rJ/� 1 1 2'c. 10QT}Crti, 12 - rt -__�6� �„\\ I 02p III !����_ ------ \�--___ = ---------- ------------------ ---- J�_ ------------- _____-- 1 V \\ _ --_ _ --- ------------------------------------------- R/W __ T�- di ;8,1i\;�2p 12 1/2"c, 3cornera, 6112 I i i� ; a ; `� r.�L 1 3E EE raised curb planter \ ___-� 1 ) Y �, , 1 1/2'C, learrlem, 4#12 ------------------------ �- \�� 1, e�, 1 - 1 1/Yc, Icamem, 2112 1 1/2"1 1 camera, 4J12 11 I I u I I n I I lu I • l I) u I I u ' I h ul lu I I h I u l 111 I II f 11 I I 111 ' I 1 1/2 e, lc omero, 2112 q I �u I lu 4 ul lu I h ul I � Iu 1 o II I III � G z =3 III `1 I II III p C 111 I I Z I w II I III I ^ : III it � l h III �� � 111 11 a q I u 1 la 1 I, 1 III I I c-0 Camera #81 --grt1 .- I rhe CONSTRUCTION NOTES (THIS SHEET ONLY) -- N I� � �TI � #42 �J . Li ~;;� �! I UNdERCjROUNd SERVICE ALERT III I E1 EXISTING FACILITIES SHALL REMAIN IN PLACE AND UNMODIFIED. 4 I i ui i ��FORE I y E2 SUBCONTRACTOR SHALL REMOVE AND SALVAGE TO NESTOR TRAFFIC SYSTEMS EXISTING MAST ARM COMPLETE WITH EXISTING LIGHTS AND CAMERA. REMOUNT of Southern California , h u1 luY I �, CAMERA ONTO EXISTING POLE AS SHOWN ON POLE TOP CAMERA & MOUNTING PLATE DETAILS NO. 1, 2 do 3 ON SHEET 3 OF 3 SHEETS. SEAL MAST ARM II wm0ll I CM CONNECTION USING COVER PLATE SUPPLIED BY NESTOR TRAFFIC SYSTEMS AND EXISTING CAP SCREWS. I 1, wm O u I I III _ I Q /, N o. DESCRIPTION O F REVISION DATE APPROVED: II III , � , ,i� Call: TOLL FREE E3 116 SUBCONTRACTOR SHALL COIL CONDUCTORS FROM DELETED LIGHTING CIRCUITS WITHIN ADJACENT PULL BOX AND CONTROLLER CABINET. TAPE ENDS AND I h III 1 s' I 12' 1 I 1 1' 1 s' III III III WATERPROOF WITH AN APPROVED ELECTRICAL INSULATING COATING. LEAVE EXISTING 15A FUSED SPLICE CONNECTORS IN PLACE FOR POSSIBLE FUTURE USE. CITY 0 F RANCHO CUCAMONGA C A M 0 N G Ai1 - - - ® SUBCONTRACTOR SHALL REMOVE AND SALVAGE TO NESTOR TRAFFIC SYSTEMS ONE (1) STONCO (REAR) LAMP ASSEMBLY AND ALL EXISTING CONDUIT AND I h nI I I Iu CONDUIT BODIES USED TO MOUNT STONCO (REAR) LIGHTING FIXTURES ONTO SIGNAL MAST ARM. REMOUNT TWO (2) STONCO (REAR) LIGHT ASSEMBLIES ONTO �� _,'iii i I iii ; i TWO WORKING DAYS BEFORE YOU DIG MAST ARM AS SHOWN ON PLAN PURSUANT TO STnNCO #3800 (REAR) MAST ARM LIGHT MOUNTING DETAIL ON SHEET 3 OF 3 SHEETS. EXISTING SHAKESPEARE ;; 132 32 , 1 I RED TRAFFIC LIGHT MONITORING PLA N (FRONTAL) LIGHT FIXTURES AND EXISTING CAMERA SHALL REMAIN IN PLACE AND UNMODIFIED. 44' E5 SUBCONTRACTOR SHALL MODIFY THE EXISTING TYPE III SERVICE EQUIPMENT ENCLOSURE AS REQUIRED TO SERVE THE EXISTING TRAFFIC SIGNAL AND HIGHWAY I t� I I BASE LINE ROAD SAFETY LIGHTING CIRCUITS. MODIFY OR INSTALL CONDUITS, CONDUCTORS, AND/OR CIRCUIT BREAKERS AS NECESSARY TO ACCOMPLISH TASK. FOLLOWING III I I II I I AND CARNELIAN STREET CONVERSION, REMOVE AND SALVAGE THE EXISTING TYPE II SERVICE EQUIPMENT ENCLOSURE ON THE SIDE OF THE EXISTING TRAFFIC SIGNAL CONTROLLER CABINET TO CITY OF RANCHO CUCAMONGA. FACILITIES MODIFICATION LAYOUT VOA/ APPROVED BY: DATE: CITY ENGINEER zz RC 49 t, � � E 2 53 DESIGN PLAN PREPARED Br RECOMMENDED No. 63,570 R.Webb J A G * � y�� * ViSAHA OFFICE CM` \< DRAWN TPG 711 N.Court Street,Suite JOF , SHEET Visafia,Calfomle 93291 �`F ' R.Webb CpNwITiNC� Telephone 559 739.8072 2 of 3 Fax 559.732.3089 CHEi,kED �� DRAWING N0. Matt Hamilfon Rev• EXTENSION TUBE OF MODIFIED PELCO PP450 EXTENSION TUBE OF MOUNTING ARM ASSEMBLY MODIFIED PELCO PP450 MOUNTING ARM ASSEMBLY , PELCO PA402 MOUNT BRACKET MAST ARM, IF USED (TYPICAL) / I , ' MODIFIED PELCO PP450 MOUNTING ASSEMBLY (SEE , DETAIL ON THIS SHEET) � STAINLESS STEEL STANDARD I SIGNAL I f' VIDEO CAMERA * - BANDING (TYPICAL)I (TYPICAL) ,/ WEATHERDOME ❑ 3 --- -- SIGNAL / I STANDARD (TYPICAL) MAST ARM, IF USED (TYPICAL) g" MAST ARM, IF USED ' -1/2" LIQUIDTIGHT CONSTRUCTION NOTES (THIS SHEET ONLY) I (TYPICAL)) ( /-FLEXIBLE METALLIC ❑ • • PELCO PA402--- —"�" - "—'—" "— i CONDUIT CONTAINING 4 1 TWO 2 STONCO 3800 LIGHT FIXTURES WITH 3850 EXTENSIONS AND 120W WIDE SPOT HALOGEN LAMPS SHALL BE MOUNTED T ❑ ( ) � � 0 THE SIDE OF THE TYPE MOUNTING BRACKET I I CAMERA CABLE(S) CATY40 SIGNAL STANDARD MAST ARM AS INDICATED ON THE PROPOSED FACILITIES LAYOUT, SHEET 2 OF 3 SHEETS. LIGHTS SHALL FACE REAR OF VEHICLE TRAFFIC AND EACH LAMP SHALL. COVER ONE (1) TRAFFIC LANE. ALIGN LIGHTS AS DIRECTED BY THE NESTOR ENGINEER. ' 2' SIGNAL STANDARD (TYPICAL) ❑2 CONNECT THE TWO (2) STONCO 13800 LIGHT FIXTURES IN PARALLEL USING THREE (3) EACH 114 AWG CONDUCTORS FED THROUGH 1/2" HOLE DRILLED IN PELCO PP450 t i - - - SIDE OF MAST ARM. MODIFIED PELCO PP450 BRAKE PLATE I Q ATTACH PELCO PA402 MOUNTING BRACKET TO SIDE OF EXISTING TYPE CATY40 SIGNAL STANDARD WITH THE THREE 3 STAINLESS STEEL STRAPS PROVIDED PER I MOUNTING PLATE (SEE EXTENSION TUBE OF I THE MANUFACTURER'S INSTRUCTIONS. DETAIL ON THIS SHEET) MODIFIED PELCO PP450 ® FURNISH AND INSTALL SIDE MOUNT TERMINAL COMPARTMENT AND 1-1/2" FLEXIBLE WATERTIGHT METALLIC CONDUIT FOR CAMERA CABLE(S). EXTEND CONDUIT MOUNTING ARM ASSEMBLY VIDEO CAMERA I 6 INTO EXTENSION TUBING ON MODIFIED PELCO PP450 ASSEMBLY. I 1-1/2" LIQUIDTIGHT MODIFIED PELCO PP450 VIDEO AMER I Q ATTACH MODIFIED PELCO PP450 ASSEMBLY TO PELCO PA402 MOUNTING BRACKET STUDS WITH THE FOUR (4) 5/16" NUT'S AND SPLIT LOCK WASHERS MOUNTING PLATE (SEE ----*�—� PROVIDED PER THE MANUFACTURER'S INSTRUCTIONS. INCLUDE BLOCK OFF PLATE PROVIDED IN ASSEMBLY OF PELCO PA402 MOUNTING BRACKET. FLEXIBLE METALLIC 4 DETAIL ON THIS SHEET) I © ATTACH EXTENSION TUBE OF PELCO PP450 MOUNTING ARM TO MODIFIED PELCO PP450 MOUNT ASSEMBLY USING THE BRAKE MOUNTING PLATE AND ASSOCIATED CONDUIT CONTAINING SIDE POLE MOUNTING PARTMENT HARDWARE PROVIDED PER THE MANUFACTURER'S INSTRUCTIONS. CAMERA CABLE(S) ® SEE TERM(STATE NAL OS�TANDARD I Q ATTACH THE BRAKE MOUNTING PLATE TO THE FOUR (4) STUDS ON THE MODIFIED PP450 MOUNTING PLATE USING THE NUTS, WASHERS, SPLIT LOCK WASHERS PLAN ES-41) FOR DETAILS) AND INDEXING BOLTS PROVIDED PER THE MANUFACTURERS INSTRUCTIONS. • ® UNLESS OTHERWISE SPECIFIED, ALL THREADED CONNECTIONS SHALL HAVE A LIGHT COATING OF LOCATE 3134 HIGH STRENGTH ADHESNE/SEALANT, NTS PART NO: 13-00009-1. I SIDE POLE MOUNTING TERMINAL COMPARTMENT 4 (SEE STATE STANDARD PLAN ES-41) FOR DETAILS) ❑ POLE CAMERA TOP 0 C & MOUNTING PLATE DETAIL NO. 3 NOT TO SCALE 8 POLE TOP CAMERA & MOUNTING N PLATE DETAIL N 1 ❑ ou G o. NOT TO SCALE 1/2" NPT 90' STREET ELL, STONCO J3800 FIXTURES SHALL 13-00010-1 , QUANTITY 2 BE AIMED AS DIRECTED BY THE TYPE 40-0-129 MAST ARM NESTOR ENGINEER. QUANTITY 2 MAST ARM CONNECTION DIAMETE VARIES (TYPICAL) WITH DUMMY CAP PLATE OR MAST ARM, IF USED ISTONCO #3800 FIXTURE, 12-00020-1, WITH j -� #3850 EXTENDER, 12-00020-2, & 120W WIDE , SPOT, HALOGEN LAMP, 12-00022-1, QTY 2 I ZINC PLATED CAST IRON, STYLE T 1/2- NPT 1/2- NPT 90' STREET ELL, 13-00010-1, QUANTITY 2 ZINC PLATED CAST IRON, THREADED CONDUIT OUTLET BODY, 13-00011-1 TYPE 40-0-129 MAST ARM STYLE T 1/2- NPT 1/2- NPT THREADED GALV. THREADED CONDUIT IRON SHORT NIPPLE DIAMETER VARIES (TYPICAL) OUTLET BODY, -- -----t----- -- 13-00011-1 DRILL 1/2" 0 HOLE IN SIDE 1/2" NPT NIPPLE, 13-00013-1 OF MAST ARM AND TAP NPT MOUNTING ARM OF MODIFIED DUAL INSTALLATIONI PELCO PP450 MOUNT ASSEMBLY I � aa® BLOCK OFF PLATE I 5 STONCO # 3800 (REAR) MAST ARM , PELCO PP450 LIGHT MOUNTING DETAIL BRAKE PLATE --- -- 3 NOT TO SCALE I I -�-�- -�--- --- --- --------- I I -�-�- -�- in --- --- ----- - --- -- d , I I , 1 7 5 ' CITY n i No. DESCRIPTION OF REVISION DATE U 3 APPROVED: I i I CITY OF RANCHO CUCAMONGA PELCO PA402 I MODIFIED PELCO MOUNT BRACKET RED TRAFFIC LIGHT MONITORING PLAN I OMAE OTNT SIGNAL STANDARD (TYPICAL) BACKPLBASE LINE ROAD AND CARNELIAN STREET CAMERA AND LIGHT MOUNTING DETAILS POLE TOP CAMERA BRACKET & MOUNTING PLATE DETAIL NO. 2 ® APPP(__)VED Br DATE N 4( TTY ENGINEER RCE. 2495 NOT TO SCALE l ' '� � DESFPJ i PIAN PREPARED B'r RECOMMENDED No. 63,570 R.Webb AA& * Fficu c \_ * TPG VI1 N.C OStrW, SHEET DRAWN CM'L � 7'.1 N.Cart Street,Suite,1 Visalia.California 93291 3 OF 3 OF cp_\\ R.Webb CONSULTING Tele;*ione 559.739.8072 HE_r ED Fax 559.732 3089 DRAWING NO Matt Homi _ n Rei•