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HomeMy WebLinkAbout2369PROD. SHT. NO. 1 OF 24 CONSTRUCTION NOTES: CITY OF RANCHO CUCAMONGA O- 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL HEREON 19TH STREET FROM HAVEN AVE. TO THE WEST CITY LIMIT AND 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND SEAL CRACKS 1/4" AND LARGER PRIOR TO OVERLAY) HELLMAN AVE FROM BASE LINE ROAD TO 19TH STREET GRIND AND PATCH - 0.12' COLD PLANE, 0.12' A.C. PATCH j (NOTE: SEE PLAN AND DETAILS ON SHT. 1) PAVEMENT REHABILITATION NOTE: A LOCATION ONLY, EXACT LOCATION SHAM BE DETERMINED AND MARK K WITH THE CITY INSPECTOR. SHEET INDEX' SHEET 1 TITLE SHEET 3A 0.12' COLD PLANE AND 0.12' A.C. OVERLAY GENERAL NOTES SHEET 2 -8 REHAB PLAN 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public RANCHO CUCAMONGA SHEET 9 -15 STRIPING PLAN lYJ �/ OVERLAY PER JOINT AND TRANSITION DETAIL ON HEREON Works Construction, (Green Book), 2012 Edition and 2013 Supplements. SHEET 16 -24 T.S.V. DETECTION PLAN � ADJUST MANHOLE TO GRADE 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be �- ADJUST WATER VALVE GRADE TO GRADE responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall �1 �- �OF DOUBLE YELLOW LINE MEDIAN cuRe FACE P P 9 P 1 g y 7� ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE be responsible for any damage as a result of the construction operations. 9 t I�9 LE EFT TURN LANE a- INSTALL CONSTRUCTION NOTIFICATION SIGN 3. The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two working days prior J0 s v a ® (SEE SPECIFICATION APPENDIX FOR DETAIL) to construction or regarding any problems. " ° = "WHITE FIELD LOCATE APPROPRIATE LOCATION SHALL BE ,8 TURNING LANE LINE APPROVED BY CITY INSPECTOR Southern California Edison Co. (909) 357 -6581 5 TRRU LANE 5 Og - RESET EXIST. MONUMENTS BY OTHERS. Southern California Gas Co. (909) 335 -7755 y o P4_�L Verizon Communication (760) 245 -0330 O® ¢ STRIPING NOTES: Cucamonga Valley Water District (909) 483 -7313 Y a a E4' LANE UNE a Ao-RE- INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT y THIRD LANE n W Charter Communication (909) 392 -5137 PROJECT �' -' rou¢ a NT x am tl DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS y onnm u1�T mna Metropolitan Water District (213) 217 -7807 LOCATION O 10• @>-PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. V 1 es Co- PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC) 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty of Rancho Cucamonga Fire sl_ ® s BIKE LANE UNE a I 5 i Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures. �Q n o (D-PAINT 4° DOUBLE YELLOW SOLD STRIPE WITH TYPE "D" MARKERS 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 -2740, Monday - ® - -. ❑0� ® 8 TURNING LANE LAN PER CITY STANDARD N0. 133. o-INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) Thursday, and at least two working days prior to the construction start date. f - ,o 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any a 0-INSTALL HYDRANT MARKERS PER CITY STD. N0. 134. City of Rancho Cucamonga easement or rights -of -way. I @>-PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER TOP OF CURB FACE 7. During the construction operations at least one 12' lane in each direction shall be provided for each direction of travel r� PER CITY STANDARD NO. 133. ! on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. € ,,,, -„ QH - INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 6' &PAINT 8" WHITE CHANNELIZING UNE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 8, The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole - LOOP DETECTOR PLACEMENT responsibility for the repair /replacement, at no cost to the City, for any damage to said underground utilities, pipes and VEC &PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 ¢ N01ES; structures. @@-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. 1. TYPE D AND TYPE E LOOP DETECTORS SHALL NOT BE MIXED ON THE SAME DETECTOR CHANNELS. 9, Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE 2 LOOP DETECTORS ARE REWIRED IN DEDICATED RIGHT TURN LANES ONLY WERE SHOWN ON PLANS. All discrepancies shall be reported for direction immediately to the City. MO-10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW UNE AND 24" SOLID YELLOW STRIPE 3 LOOP DETECTOR CHANNEL ASSIGNMENTS SMALL BE PER LOOP DETECTOR PLACEMENT DETAIL EXCEPT 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. UNE 04' O.C. (THERMOPLASTIC) contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECTS SPECIAL PROIASICVS. PAINT 8" SOLID WHITE LINE to be performed under this contract: Including but not limited to a Class "A" License (General Engineering Contractor) or 0o- PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF STANDARD PLAN. a Specialty Class "C -12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by N'LY CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM ORM THE NECESSARY Po- PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and 64' SLY UPGRADE INCLUDING BUT NOT UNITED TO THE FOLLOWING: Qo- INSTALL R81 WITH R81A OR R8113 (SEE PLAN) SIGN AND POST PER CITY STANDARD 401B - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. Professions Code, Section 7000 et. Seq.) and rules and regulations adopted pursuant thereto. 32' 3Y - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. @>-REMOVE EXIST. SIGN ON STREET LIGHT POST - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL. T� -PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. EXISTING SURVEY MONUMENTATION PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. 6. 1 -A -�P = DETECTOR ASSIGNMENT; A= CARDINAL DIRECTION OF APPROACH; P= ASSOCIATED PHASE All existing survey monuments that will be disturbed by this project shall be referenced and & -PAINT 4" WHITE EDGELINE PER CALTRANS STD. DETAIL 27B. reset by the City Construction Surveyor in accordance with Section 8771 of the California O 2 6' 7. FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL EITHER RENO A &E ) EX. A.C. TOP OF EX. A.C. Wo- RE -PAINT LIMIT LINE & LEGEND (TYP) Surveyors Act. Found monuments are Shown on the plans and described as follows: SURFACE SURFACE (MODEL C -1200 SERIES) at EBERLE DESIGN INC. (ORACLE /2) OR APPROVED EQUAL VEHICLE OTYP DETECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TO PROVIDE ITS INTENDED OPERATION. &-INSTALL SIGN & POST PER PLAN. (SEE PLAN) "�"- IMPLY E•LY TRAFFIC SIGNAL VIDEO DETECTION NOTES: (OPTIONAL) 34 'v @-FURNISH AND INSTALL ITERIS VANTAGE VECTOR ON EXISTING LUMINAIRE OR } SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION. INSTALL VIDEO \ CABLES IN EXISTING CONDUITS. CONTRACTOR SHALL TAKE ALL DUE ROUTE AND CRACK SEAL VISIBLE CRACKS GRIND AND PATCH t /4' OR LARGER PRIOR TO OVERLAY (TM.) (SEE DETAIL BE OW) CARE OF PROTECTING EXISTING CONDUCTORS. REMOVE EXISTING DLC'S STRIPING GENERAL NOTES EX. AC BERM 19TH STREET IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE p TOP OF EX. A.C. 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform Manual, TYPICAL CROSS SECTION O EX. A.C. SURFACE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER to Caltrans, Standard Specifications, Traffic Maintenance Manual and Standard Plans and City SURFACE REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 0.12' ARHM 48 +00± TO 52 +10± NITS I VIDEO SYSTEM) 2. Procedures for painting of striping and pavement markings and Installation of pavements markers shall. ^ate conform to the Standard Specifications for Public Works Construction and the following provisions. ow FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. wo °. ' l --- '� @-EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. 30 �o �` ��r INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF INSTALLED C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation 2 < o ON SIGNAL MAST ARM. REMOVE EXISTING DLCS IN CONDUIT AND INSTALL of striping and markings. GRIND AND PATCH ROUTE AND CRACK SEAL VISIBLE CRACKS (ME DETAIL BELOW) 1/4. OR LARGER PRIOR To OVERLAY (TYP J VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF D. All control points and spotting removed during sandblasting shall be replaced prior to installation of PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE egUO'E33Ta� 1- striping and markings. (0.12' COLD PLANE AND 0.12• HELLMAN AVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) + P _� Q• G� EXIST. A.C. PAVEMENT A.C. E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to v , ; OVERLAY) TYPICAL CROSS SECTION THICKNESS: VARIES , y ENO' installation of new or replacement striping and markings. T T 33+10# TO 40 +00± �Z - FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS W 53672 A F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. �' E "P 06 -30 -15 ) # 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the O EXIST. AWG. CRACKS ., �, F ' CAB WLY E'LY M%,�� CIV 1%. first, unless otherwise noted. ` WLY f "LY 26' aF �Yf L 13' g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), GRIND AID ATC DETAIL 3' 13' unless otherwise noted. 3z' --NOTE: GRIND HEAVY AWGATORED SURFACE TO 0.12% APPLY TACK h. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping COAT AND OVERLAY WITH 0.12• A.C. (C2 -PG 64-10) AND EX. A.C. SURFACE DESCRIPTION OF REVISION DATE arn' and markings to the satisfaction of the City Engineer. COMPACT (NOTE: MAINTAIN EXISTING GRADE) EX. AC BERM EX. AC BERM 2 APP�M TOP OF EX. A.C. 2 TOP OF EX. A.C. I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic Control SURFACE SURFACE A.C. CITY OF RANCHO CUCAMONGA VARIABLE COLD PLANE 2 measures, in accordance with the city and state standards. SURFACE FROM 0' TO 0.17 DEEP vA¢gEgAR rl vAR s¢ - I J. Temporary or construction striping and markings shall be in accordance with the city and state standards O �.p=�e1 �, TITLE SHEET and as directed by the City Engineer. �_ a° ry a , ° FINISHED �_� �- ';) ; • ¢ -, �.. .. --- SURFACE L_ _ - _. 3. Street Name Signs shall be installed per City tandard Plan No. 401 -A. ° L - - - -- - __ ` � 9 P y EXIST A.C. SURFACE v ° � �O' � �, �✓ , 19TH ST. FROM WCL TO HAVEN AVE AND / �" � 4. Traffic Signs shall be installed per City Standard Plan No. 401 -B. am < ,v°p�a °o` -� �/ HELLMAN AVE FROM BASE LINE RD. TO 19TH ST. ° ' °,ry NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. ROUTE AND CRACK SEAL VERI_ CRACKS ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4' OR LARGER PRIOR TO OVERLAY CRACKS GRIND AND PATCH PAVEMENT REHABILITATION (SEE DETAIL BELOW) (SEE DETAIL BELOW) 1/4' OR LARGER PRIOR TO OVERLAY (TYP.) GRIND AND PATCH HELLMAN AVE HELLMAN AVE PROVED BY: DATE: Underground Service Alert TYPICAL CROSS SECTION 9 CITY ENGINEER ROE: 53672 72 TYPICAL PICAL CROSS SECTION EF N� 9 ORE 21 +50# TO 33 +10# o COLD PLANE SURFACE N v o Coll: TOLL FREE 52 +10± TO 58 +60± DESION PLAN P ED EY: EN U RD 1 CITY OF RANCHO CUCAMONGA / REMOVE RESIDUAL AC LEFT BY COLD PLAN 1ql -I -sOO OPERATION TO PROVIDE FULL DEPTH BUTT 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, R 9n3D �T JOIN FOR OVERLAY RD 1 422 -4133 -1 OF 15 OVERLAY JOIN DETAIL CHECKED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG NTS FILE: 800. 2014.18 RD -2 2369 PROD. SHT. NO. 1 OF 24 PROJ. SHT. NO. 2 OF 24 I I I I I 19TH ST y 9TH L ; STREET �I ti 6' VAR COLD PLANE I d 6' VAR COLD PLANE v ® j ¢ 3 W + 32 6+ W < 4 36 1 I 1 13 +50 14 +00 1a +so 12 +00 12 +50 13 +00 15 +00 a +so {--- — 3 5+00 5150 72' 6+00 6+50 7 +0� 7 +150 8 +00 8 ±50 9 +00 9 +}50 10-k00 m +so _ 11 +00 11 +50 _ 1�.� — --r — 2 p _ — — — - _ 1 32' .. ° 36' v oIl O ❑ U L _ lu g 7 6' VAR COLD PLANE ® �� 6' VAR COLD PLANE N 8 1 9 6 6 � I Cl (1) 1 001 I 4i V 41 I z I y 9TH STREET W i 19TH ST I W I I i I I „ I (WI I 16' VAR PLANE I� 6' VAR COLD PLANE CQ COLD I I 3 I 5 1 Q 18 +00 is +50 19 +00 19 +s0 20 +00 27Tz 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26+ 26+50 27 +00 v +so 28 +00 28+ O +00 — 16 +50 17 �— +00 — -n +5o �_ — — �- —1 — i — --I — i — — +- —I — 1 — i O 0 1 32' 1 H o ® 0 2 6 V W 7 6' VAR COLD PLANE 7 6 7 6' VAR COLD PLANE Q W 6 1 9 a I CONSTRUCTION NOTES O I Q I r W I I 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER I DETAIL ON SHT. 1 O— 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND LARGER CRACKS PRIOR TO OVERLAY) o-- 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM I O I OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 0 I� 5a— ADJUST MANHOLE TO GRADE 5 6' VAR COLD PLANE 5 6 ADJUST WATER VALVE TO GRADE I m I I I I h ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE Q�OVESS7 INSTALL CONSTRUCTION NOTIFICATION SIGN �0 N. Si Q 32 ' W (SEE SPECIFICATION APPENDIX FOR DETAIL) ® 1 y FIELD LOCATE APPROPRIATE LOCATION SHALL BE y A z O h 50 + 29 +00 — 29+ _ 0 30 +00 30 +50 31 +00 — F — �— — 4 — 31 +50 32 +00' 1 — 32 +50 00 —I - 33 +50 34 +00 34 +50 — — — T— — — 1 35 }00 — c_ 35 +50 + APPROVED BY CITY INSPECTOR 9o-- RESET EXIST. MONUMENTS BY OTHERS 53672 Exp. 06 -30 -15 * *� N 1 32. 1 G, * aS,�� 01V IV CAL %* v - - - - - - -_ — I Isj Q I N I 6' VAR COLD PLANE ab I O I Underground Service Alert CITY OF RANCHO CUCAMONGA H I OEFORe ro REHAB PLAN I I v o Call: TOLL FREE 1-800 19TH ST. FROM WCL TO HAVEN AVE AND HELLMAN AVE FROM BASE LINE RD. TO 19TH ST. 422.4133 PAVEMENT REHABILITATION FILE: 800.2014.18 TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: DATE: 7//5//5/ CITY ENGINEER RCE: 53672 DESIGN PAN PREPARED BY R RD -1 CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 EET Q RD -1 2 aF 15 CHECKED DRAWING NO. N0. 1 DESCRIPTION OF REVISION DATE �R m: RD -2 2369 PROJ. SHT. NO. 2 OF 24 PROD. SHT. NO. 3 OF 24 I I I I I y 9TH STREET I 6 5 9 I I I I 9 9 6 N S' VAR COLD PLANE 3 / 1 \� k - - v Y I L - - - -� + I �m . ao - -- t 0 m - - - - -_ ____ - - - -- 32' p 1O .�• 35 +50 � 36 +00 36+ 0 �� �' 37 +00 37 +50 � - 38 +00 - -1 35 +50 - T 39 +00. TIT' 39 +50 �- 40 +00 1- 40 +50 41 +00 � +50 42 +00 +50 43 +00 43 +50 \4+00 44+50 - - - �'I �% T - � L 45 +00 45+50 CI VY� 46 +00 46 +50 47 +00 47 +50 48 +0 p ryaPl`I I I 32' iti =) - � 32 '; 02 v V ~ / I I 6 6' VAR COLD PLANE 6 6 I 6' VAR COLD PLANE Q 6 6 TYP. Q LU I I J I LU I I m Z I I i a U i o 5 5 9 91 9TH 9 5 STREET % 6' VAR COLD PLANE 6' VAR COLD PLANE V \ 0. 01�. O II e W m m � W W Q 58 5e +so 59 +00 1 5e +50 60 p 00 48 +50 49 +00 49 +500 50 +00 s0 +50 51 +00 51 +50 52 +00 52 +50 —I 53 00 — 53 +50 —, — 54 +00 —i — 54 +50 55 +00 55 +50 56 +00 56 +50 57 +00 I +-- — r — I— —4 57 +so I�r�— +00 —� F 0 — 32' p � 32,, 9 9 6 6 7 6' VAR COLD PLANE 7 6" VAR COLD PLANE 6 6 Q Q LLI 1 5 Z Q I I CONSTRUCTION NOTES 19TH ST IO I 1a— 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER I I I DETAIL ON SHT. 1 O— 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND ®� a 1\ 6 y LARGER CRACKS PRIOR TO OVERLAY) / ADJUST MANHOLE TO GRADE O 6o-- ADJUST WATER VALVE TO GRADE oQ <� . STS Q 32' p O— ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE y� 53872 00 60 +50 61 +00 61 +50 J 62 +00 _ 62 +50 63 +00 63 +50 64 +00 64 +50 65 +00 65 +50 66+ u - - - -� - - -, _ - �- _ - 0 - tp 9o-- RESET EXIST. MONUMENTS BY OTHERS CIVIL �e ''t 312 I OF cw%E 1 64 2 2 6' VAR COLD PLANE 6 U 9 6 ®i 6 6 Underground Service Alert CITY OF RANCHO CUCAMONGA LLI m I I OR Y EF E REHAB PLAN y o Call: TOLL FREE I 19TH ST. FROM WCL TO HAVEN AVE AND 1.800 4 1 ° HELLMAN AVE FROM BASE LINE RD. TO 19TH ST. 422.4133 PAVEMENT REHABILITATION FILE: 800. 2013 -19 TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: DATE: CITY ENGINEER RICE: 53672 DE51GN PLAN PREPARED By RE M RD -1 CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE EEf RANCHO CUCAMONGA. CA 91730 Q RD -1 3 OF 15 CHECKED DRAWING N0, NO. DESCRIPTION OF REVISION DATE Ap Zw. RD -2 2369 PROD. SHT. NO. 3 OF 24 k m e 50 N% I ❑. 2 ST (32' 79 +00 79 +50 �80 +00 — I— -4 --vim 1— 1 9TH STREET `J CONSTRUC710N NOTES O— 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL ON SHT. 1 0-- 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND 4 LARGER CRACKS PRIOR TO OVERLAY) 6 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM 5 19T OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 5 5 5 ADJUST MANHOLE TO GRADE I 9TH STREET 5 6 ' VAR COLD CO LD PLANE 3 h ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE 6' VAR COLD PLANE 6' VAR COLD PLANE C (SEE SPECIFICATION APPENDIX FOR DETAIL) lov O O a3)tz� O Q FIELD LOCATE APPROPRIATE LOCATION SHALL BE 32 t% 1— 86 +00 86 +50 1 87 +00 87 +50 88 +00 8-A 89 0_0 t89+50 90 00 9 0� 5� +00 81+ 0 82 +00 82 +50 83 +00 83 +50 84 +00 84 +50 85 +00 85 +50 � - -� .. 80 +50 — _ —r - -r � -1 — O nnii I 6' VAR COLD PLANE 6' VAR COLD PLANE —j (Fl x `J CONSTRUC710N NOTES O— 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL ON SHT. 1 0-- 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND LARGER CRACKS PRIOR TO OVERLAY) 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 � ADJUST MANHOLE TO GRADE I 9TH STREET ADJUST WATER VALVE TO GRADE O 6' VAR COLD PLANE h ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR a1+50 32' 1 94+ 0 sa +s 1 95 +00 95 +50 96 ±00 96 +50 97 ±00 97+50 98+00 98 +50 99+ 4, gO— RESET EXIST. MONUMENTS BY OTHERS FILE: 800. 2013 -19 0 II a w v U No. 53672 Exp. 06 -30 -15 3 O W m h n Z VROJ. bmt. mu. 4 VF "L4 PROJ. SHT. NO. 5 OF 24 ' I € o > Im. I y 9 T— S° TREET I Iy VAR COLD PL1A1N0 E 3 O 6+' 9 ® ❑ I 6 VAR COLD PLANE E::] � — — -- — —I o 4105+ Y❑ � W ❑ ® - - -- - -- – 108 +5o S O 32' 111+50 C.), 110+50 tto +sa 111+00 1 I_ los +oo +00 ss +so 100+ to 50 1 101 +50 102 +00 t02 +50 103 +00 toa +50 —H 106 +00 106 +50 107 +00 -4 107 +s0 .� --- -+ - - 108 +00 - — 32' 1 1 o 32' o -�. ❑ i LU � , K, 6 6' VAR COLD PLANE wn o a 6' VAR COLD PLANE 1 I d I 7 �I 6 I ® i o 6 I I� I.. y 5 a- I y I w II > U 5 I 5 I 1 o I - - - S _L - -� o m 32' t-00 50 112+00 112 +50 113 +00 113 +50 114 +50 115 +00 — +50 --__ g +00 Q _ — _ — t[14+00 175 +50 —� 119+ 50 20 +00 m 2' lzo +s0 — F-�-� 32' 121 +Op / 31.96 ._ 727 +50 2� .. � O 32' — 122 +50 123 +00 0 7 LLJ y 6 — ---+- _ _ i23 So 124 +00 124 +50 125 +00 t2s +so 126 5' VAR COLD PLANE >Q I L 1) h I 1 6' VAR COLD PLAN a 2 Z lev � J 2 U I. I U 6 9 6' VAR COLD PLANE 6 6 5 h 6' VAR COLD PLANE 6' VAR COLD PLANE o I . PapFESS /pN m .q L • -- moo,« ❑ – � -- - -� – w ENo. o 32 33672 m R'K 126 +00 1 +s0 127 +00 127 +50 128 +00 128 +50 129 +00 129 +50 130 +00 130 +so O E.v+ 06 -30-15 A # >f ,F +00 12a +50 125 +00 125 +so _ I– _ �_ 131 1 a� 1 32' I I si L 9 2 15 9 6' VAR COLD PLANE 6 7 6' VAR COLD PLANE Q CITY OF RANCHO CUCAMONGA Underground Service Alert AFORE row REHAB PLAN Q a Call: TOLL FREE CONSTRUCTION NOTES o� 1 -$00 19TH ST. FROM WCL TO HAVEN AVE AND HELLMAN AVE FROM BASE LINE RD. TO 19TH ST. 1 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER 422 -4133 PAVEMENT REHABILITATION DETAIL ON SHT. 1 ADJUST WATER VALVE TO GRADE FILE: 800.2013.19 TWO WORKING DAYS BEFORE YOU DIG 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND a— ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE APPROVED BY: DATE: LARGER CRACKS PRIOR TO OVERLAY) CITY ENGINEER RCE: 53672 O— ADJUST MANHOLE TO GRADE O9 — RESET EXIST. MONUMENTS BY OTHERS DESIGN P RED BY RE RD -1 CITY Of RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUC ONGA, CA 91730 EET 0 RD -1 5 OF 75 CHECKED DRAWING NO. N0. DESCRIPTION OF REVISION DATE A Rte: RD-2 2352 PROJ. SHT. NO. 5 OF 24 [mil 197" 6' VAR COLD PLANE I I I I I Q Z W 2 4 32' 1�s6 +50 0 1 157 +00 157 +50 _ 158 +0 ® 0159,FB +11 -11- 32' 6' VAR COLD PLANE © I CONSTRUCTION NOTES I I h 4 �— 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL ON SHT. 1 T STREET I L� ka 2a— 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4- AND LARGER CRACKS PRIOR TO OVERLAY) 3o-- GRIND AND PATCH — 0.12' COLD PLANE, 0.12' A.C. PATCH (NOTE: SEE PLAN AND DETAILS ON SHE 1) NOTE: APPROX. LOCATION ONLY, EXACT LOCATION SHALL BE DETERMINED AND MARK WITH THE CITY INSPECTOR. O4 -- 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 ADJUST MANHOLE TO GRADE ( -- ADJUST TO WATER VALVE GRADE �J ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE 8o-- INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR RESET EXIST. MONUMENTS BY OTHERS FILE: 800. 2013.19 No. 53672 Up. 06 -30 -15 PROJ. SHT. NO. 6 OF 24 m o I SCALE.• 1" 7470 I a' V NELLMON AVE. ur■ ■ ww At WAR A VC iv_ 4 51 HELLMAN 4� 6 +00 46a50 47 +00 DOIR I o AVE. I W' s a of m . 4 4— 1 74e +sa _ I +0 049+50 L 50+00 ;E 6 U � s m CONSTRUCTION NOTES 10-- 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL ON SHT. 1 2o- — 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND LARGER CRACKS PRIOR TO OVERLAY) a— GRIND AND PATCH — 0.12' COLD PLANE, 0.12' A.C. PATCH (NOTE: SEE PLAN AND DETAILS ON SHT. 1) NOTE: APPROX. LOCATION ONLY, EXACT LOCATION SHALL BE DETERMINED AND MARK WITH THE CITY INSPECTOR. 3A 0.12' COLD PLANE AND 0.12' A.C. OVERLAY o-- 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 OS — ADJUST MANHOLE TO GRADE O— ADJUST TO WATER VALVE GRADE 51 +00 1 `• ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE O— INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR RESET EXIST. MONUMENTS BY OTHERS w h No. 33672 E,t, 06 -30 -15 h h h I Z V CONSTRUCTION NOTES O— 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL ON SHT. 1 2�- 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4° AND LARGER CRACKS PRIOR TO OVERLAY) O— 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 5a— ADJUST MANHOLE TO GRADE O— ADJUST WATER VALVE TO GRADE 7�- ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE O— INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR 9�— RESET EXIST. MONUMENTS BY OTHERS FILE: 800. 2013.19 11 l SCALE.• 1" = 40' No. 53672 E p. 06 -30 -15 PROD. SHT. NO. 8 OF 24 °m e S w 1 i -1 qTN STREET TD-PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. Ua -PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. -PAINT 4" WHITE EDGELINE PER CALTRANS STD. DETAIL 27B. o-RE -PAINT LIMIT LINE & LEGEND (TYP) - INSTALL SIGN & POST PER PLAN. STRIPING NOTES: A&RE- INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS QB -PAINT 4" SKIP WHITE LANE LINE WITH TYPE 'G" MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. &-PAINT LEGEND, SYMBOL OR ARROW TYPE N SAE. (THERMOPLASTIC) OD -PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE 'D" MARKERS PER CITY STANDARD NO. 133. EEHNSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) L- INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. > -PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133. -INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 QI -PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 -PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 - INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. -INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE >-10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24" SOLID YELLOW STRIPE LINE 04' O.C. (THERMOPLASTIC) NQ -PAINT 8" SOLID WHITE LINE 0o- PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A Pa -PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 - INSTALL R81 WITH R81A OR R81B (SEE PLAN) SIGN AND POST PER CITY STANDARD 4016 @--REMOVE EXIST. SIGN ON STREET LIGHT POST FILE: 800. 2014.18 PROJECT SHT NO. 9 OF 24 me ATLI 1 2 TO -PAINT 4' SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. Uo-PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. ( -PAINT 4" WHITE EDGELINE PER CALTRANS STD. DETAIL 27B. o-RE -PAINT LIMB LINE & LEGEND (TYP) - INSTALL SIGN & POST PER PLAN. CA0 CTQCCT STRIPING NOTES: o-RE- INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS QB -PAINT 4' SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE 'A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. -PAINT LEGEND, SYMBOL OR ARROW TYPE N SAE. (THERMOPLASTIC) QD -PAINT 4' DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD NO. 133. E@- INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) (INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. GQ -PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133. (&-INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 QI -PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G' MARKERS PER CITY STD DWG NO. 133 -PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 @ -INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. @-INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE M�-10' WIDE CROSSWALK WITH 2 -12' SOLID YELLOW LINE AND 24" SOLID YELLOW STRIPE LINE 04' O.C. (THERMOPLASTIC) No- PAINT 8' SOLID WHITE LINE 0o- PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A @-PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 @-INSTALL R81 WITH R81A OR R81B (SEE PLAN) SIGN AND POST PER CITY STANDARD 4018 (g REMOVE EXIST. SIGN ON STREET LIGHT POST FILE: 800. 2013.19 i I HHUJ_ 5H I NU_ l U Ur 24 0 w O� O b I -1 OTT./ CTQCCT (D-RE-INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS @>-PAINT 4' SKIP WHITE LANE LINE WITH TYPE "G' MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. Ca -PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC) Da -PAINT 4' DOUBLE YELLOW SOLID STRIPE WITH TYPE "D' MARKERS PER CITY STANDARD NO. 133. (E)-INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) (D-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. @>-PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133. (&-INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 ID -PAINT 8' WHITE CHANNEUZING LINE WITH TYPE "G' MARKERS PER CITY STD DWG NO. 133 JD -PAINT 4" SOLID WHITE LANE LINE WITH TYPE 'G" MARKER PER CITY STD DWG. NO. 133 DK - INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. DL - INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE o-10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24' SOLID YELLOW STRIPE LINE 04' O.C. (THERMOPLASTIC) No- PAINT 8" SOLID WHITE LINE DO - PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A (D-PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 @-INSTALL R81 WITH R81A OR R818 (SEE PLAN) SIGN AND POST PER CITY STANDARD 401B (g>-REMOVE EXIST. SIGN ON STREET LIGHT POST TD -PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. FILE: 800.2013.19 UD -PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. DV -PAINT 4' WHITE EDGEUNE PER CALTRANS STD. DETAIL 27B. NI -RE -PAINT LIMIT LINE & LEGEND (TYP) (D-INSTALL SIGN & POST PER PLAN. l': e w V y No. 63672 PROJ. SHT NO. 11 OF 24 of 97H STREET 19TH ST �� : if W a W (D-PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. UQ -PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. 2) -PAINT 4" WHITE EDGEUNE PER CALTRANS STD. DETAIL 27B. Q-RE -PAINT LIMIT LINE & LEGEND (TYP) &-INSTALL SIGN & POST PER PLAN. 56� _ 41 9Ty S7-REET y -- �58I�r -- QN -PAINT 8" SOLID WHITE LINE QO - PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A Po- PAINT 6" SOUD WHITE BIKE LANE LINE CALTRANS DETAIL 39 Q@- .INSTALL R81 WITH R81A OR R81B (SEE PLAN) SIGN AND POST PER CITY STANDARD 4018 Ro-REMOVE EXIST. SIGN ON STREET LIGHT POST FILE: 800- 2013.19 PROJ. SHT NO. 12 OF 24 STRIPING NOTES: &RE- INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS @B -PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G' MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. Q -PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC) (D-PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE b" MARKERS PER CITY STANDARD NO. 133. (g)-INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) (D-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. @>-PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133. Ho- INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 1 133 p Q-PAINT 8" WHITE CHANNEUZING LINE WITH TYPE "G" MARKERS PER CITY S STD DWG NO. 133 J ppFESSi J -PAINT 4- SOUD WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD D DWG. NO. 133 K K INSTALL HYDRANT MARKERS PER CITY STD. N0. 734. LQ- INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE M MQ-10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24' SOLID YELLOW S STRIPE L LINE CW O.C. (THERMOPLASTIC) FILE: 800- 2013.19 PROJ. SHT NO. 12 OF 24 • v ti 197" I I ❑ W STREET ❑ Z UJI ❑ ❑ m ❑ Q' V 2 O NOR NOR RUMTE O f -❑ C3 - DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS QB -PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. Q -PAINT LEGEND, SYMBOL OR ARROW TYPE N S.A.E. (THERMOPLASTIC) @--PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE 'b" MARKERS PER CITY STANDARD NO. 133. EE)- INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) QF - INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. GQ -PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133. Ho- INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 IQ -PAINT 8" WHITE CHANNEUZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 Ja -PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 - INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. -INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE o-10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24" SOLD YELLOW STRIPE 19TH ST LINE 04' O.C. (THERMOPLASTIC) QN -PAINT 8" SOLID WHITE LINE ^ � l� PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A PO -PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 -INSTALL R81 WITH R81A OR R81B (SEE PLAN) SIGN AND POST PER CITY STANDARD 4018 (&-REMOVE EXIST. SIGN ON STREET LIGHT POST P- TI) -PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. -PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER. PER CITY STD. DWG. 133. &-PAINT 4" WHITE EDGELINE PER CALTRANS STD. DETAIL 27B. WQ-RE -PAINT LIMIT LINE & LEGEND (TYP) (D-INSTALL SIGN & POST PER PLAN. Ya-PAINT 8" LANE DROP PER CALTRANS STD. DETAIL 37B FILE: 800. 2013.19 Na 53872 Up. 06 -M -15 PROJ. SHT NO. 13 OF 24 ti m e °o H 2 Z o HELLMAN AVE. IQ I /\ A 1 -21+ _ LK 22 +00 22+50 - — 23+00 _ 3+ 24+00 24+50 4 25 +00 25+50 26+ _ 26 +50 � 27 +00 27 +50 K � ° QI wW i - W TYP. A U 0 W H 1* SCALE.• 1" 770 �I O D CID cov _ D 1 31 +00 31 +50 — + — — I D D Q)-RE-INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT G) C DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS Z B -PAINT 4' SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD m NO. 133 INCLUDING TYPE 'A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. z Cn (D-PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC) Z Z OD --PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS J 0 PER CITY STANDARD NO. 133. W Z ED-INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) HELLMAN A V 0'I J Fa INSTALL HYDRANT MARKERS PER CITY STD. N0. 134. W W h Go- PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER CL PER CITY STANDARD NO. 133. D D U H>- INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 C U 41 QI -PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 egOFESS/ 1� ❑ }WTI J -PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 0 y FGA K "' o-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. o No. 53672 A 45 45+50 46 +00 46+50 v 47+00 47+50 48+00 48 +50 49 0� 49 +50 ti 51 +00 50+00 50+500 51 h LO- INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE # Exp. 06 -30 -15 +001+ _ _ _ - _ _ o-10• WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24" SOLID YELLOW STRIPE *� — — — — — _ _ _ _ h LINE ®4' O.C. (THERMOPLASTIC) �S• CIV lL 4� ( -PAINT 8" SOLID WHITE LINE Cr am.1f OO -PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A ® C 3 = Po- PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 ❑ VQ>- INSTALL R81 WITH R81A OR R81B (SEE PLAN) SIGN AND POST PER CITY STANDARD 401B R - REMOVE EXIST. SIGN ON STREET LIGHT POST e (D—PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D' MARKER CITY OF RANCHO CUCAMONGA PER CITY STD. DWG. 133. Underground Service Alert (RI-RE-PAINT LIMIT LINE & LEGEND (TYP) EFORe e � STRIPING o Call: TOLL FREE 1-800 19TH ST. FROM WCL TO HAVEN AVE AND 422 -4133 HELLMAN AVE FROM BASE LINE RD. TO 19TH ST. TWO WORKING DAYS BEFORE YOU DIG PAVEMENT REHABILITATION DESCRIPTION OF REVISION APPROVED BY: CITY ENGINEER DESIGN DRAWN RD" AR CHECKED DATE CZ , RD"2 PLAN PREPARED BY: CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 DATE: RCE: 53672 RECOMMENDED SHEET 14 OF 15 DRAWING NO. 2369 PROJ. SHT NO. 14 OF 24 HELLMAN STRIPING NOTES: :o �Io U4i r O A A VE. J 56 +00 56 +50 57 +00 ®F57+50 58 +00 *$8 +50 H 5 +00 "i scac£• I = 40 D Q= IA y W Imo! T 4� 1i ai 1%0 A&RE- INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS -PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CRY STANDARD NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. Co-PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC) OD -PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD NO. 133. o-INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) FD-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. Go- PAINT TWO -WAY LEFF TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133. &-INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 OI -PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G- MARKERS PER CITY STD DWG NO. 133 Jo-PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 @ -INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. (D-INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE j)-10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW UNE AND 24" SOLID YELLOW STRIPE QapF[ssip4 LINE 04' O.C. (THERMOPLASTIC) �6p ,� P • STS ON -PAINT 8" SOLID WHITE LINE 0o-PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A q n No. 53872 (D-PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 * E.P. 06 -3 &-15 OO - INSTALL R81 WITH R81A OR R81B (SEE PLAN) SIGN AND POST PER CITY STANDARD 401B `: CIV LL Q- REMOVE EXIST. SIGN ON STREET LIGHT POST 4 OF pµN' (U -PAINT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133. FILE: 800. 2013.19 PROJ. SHT NO. 15 OF 24 W41 ©1 State approved concrete expansion anchor at lO.fool maximum on centers. Holes for anchors shall be drilled with nonnucussion type drill. The anchor shalt be mlocated when reinforcing steel is encountered. The abandoned hole shall be plugged with color matching P.C.C. mortar. , 1 -W -02 285' TO X -WAN K _ See detail S /cl! c 1 1/2" Conduit Not to Scale BRIDGE RAILING CONDUIT DETAIL STREET NAME SIGN LEGEND DETAIL a LIJ N LIJ r^� m v/ 1 6 pull box � R/W R/W O 4p EL I I I f I I I i 0 Y F J - Q O � N X i I 1 I ' i 16' 2' 16' 5' 6' 0 3 3 h 10 b 3 Y 3 3 U � a 05 05 06p 0 CI —J APPROVED BY: o-- o o- -- C> AB Q PLANS PREPARED BY TPDFESS /DA 90ONI9 fRISCBEfl C BSSOCIBIES p�D yD FRVR4'r^ 14431 HAMLIN STREET • VAN NUYS. CALtFORNIA91401 ti�=P CyZ 818170S.1578 2131873.1578 P N PREPARED UNDE 1E SUPERVISION O rx N0. 9141 � F: DATE u UP. 12 -31 -92 � DONALD FRISCHER, REOISTEREO CIVIL ENGINEEP NO. 9141 `V^ FO 02 06 C.— ¢6 G--- _° 02 44pb b I d'6p At 02P Al 02p 04 PI and 06 02 and 05 and 06 and 06 04 and 08 Steady Demand Sequence PHASE IAGRAM 2—BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) NINETEENTH STREET (STATE ROUTE 30) R/W Y\ PCC walk I - I I I n 5N Q m I / v j No. 6 pu LJ J 1 ` _ s I I -- -Red curb ° ------- -` - - - -- --- - - -i- ?- - - - - -- -- - - -- -- - B s v - --- -- - - - -�- M — — 06 I Y 3 -E -P6 B 2 -E -06 1 -W -05 yg 2 -W -05 ' N I I 1 -E -01 1 -E -01- v a ! B 3 -W�0 3 -E 01 B Y EVPE 2 -E -01 ' I I I i 5O B 3 -4-02 ; 1 Z I Y Q N _ ' ___________ ____ ___ ____ ______ ______gp _______________ 2 -W -02 `� 1 -No. 6 pull bo GIN OF RANCHO CUCAMONGA No. 6 pull box ` -___ installs . n � B l - - - -- - - =t 6' W - - - -- - - -- -" ------ - ' - - - - -- ar W -------------- a10 CITY OF UPLAND t 3 -S -08 A2 —Se ote No. 6 - -- Q .p .�- tj R72�` 2P p 2 9 0 \ 4p 04 Q4 04 BPS o' PCC walk a - � PCC walk R/W B B B / 5 O R/W 195' n 210' EVPE F r 1 Q � C See Note No. 7 7 I No. 6 pull box Arm Not to NUM EVPE DETECTOR MOUNTING DETAIL EVPE DETECTOR SCHEDULE POLE LOCATION DIRECTION FACING PREEMPT PHASE NUMBER E Eastbound 2 f 5 G Northbound 8 �1 M 2T l X -WALK- -� I i 1 -E -06 V I J TRAFFIC SIGNAL VIDEO DETECTION NOTES: 9 1 I L H AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON N i NG LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S CTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF N LED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT NSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL ARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER U I /4' pullirSENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE SYSTEM) SH AND INSTALL VIDEO DEFECTION PROCESSING UNIT (ITERIS GE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. N Proposed So. Cal. Edison Co. Q underground service vault 9 N X I N I 0 CI OF RANCHO CUCAMONGA APPROVED BY: DATE: R.C.E. DATE DA mose c o W O a Q 20 0 20 40 J Q. SCALE IN FEET sD N M v U V I`T Il OF U p L Ai N® WATER DRAWND ND. a SHEET W `TRAFFIC SIGNAL PLAN NINETEENTH STREET (STATE ROUTE 301 OF 31sNEET3 AND SAPPHIRE STREET-DAYW000 WAY ��3 DRAWING 06 -5 DWG. 2369 SHT. 16 OF 24 0 INSTALL VIDEO DETECTION TRAFFIC SIGNAL SYSTEM CITY ENGINEER BENCH MARK NO. LOCATBOM: p ELEV. ELEV. _ REVISIONS PLANS PREPARED BY TPDFESS /DA 90ONI9 fRISCBEfl C BSSOCIBIES p�D yD FRVR4'r^ 14431 HAMLIN STREET • VAN NUYS. CALtFORNIA91401 ti�=P CyZ 818170S.1578 2131873.1578 P N PREPARED UNDE 1E SUPERVISION O rx N0. 9141 � F: DATE u UP. 12 -31 -92 � DONALD FRISCHER, REOISTEREO CIVIL ENGINEEP NO. 9141 `V^ FO DRAWN OT: T K REVIEW BY CITY STAFF APPROVED BY: CITY ENGINEE F AD DATD CITNAL E I la DATA APP'VD DEPARTMENT INITIAL DATE -11`-1 Ini $"rp L_� VIDEO DeTE CT�OJ I?tAFgc w/P W W DEDIDN EY: B B CHECKED OT: B B - WATER DEPT. FIRE DEPT. TRAFFIC APPROVED BY: RECaI®am Dr. SEWER nnASUene R.C.E. DATE DA mose c o W O a Q 20 0 20 40 J Q. SCALE IN FEET sD N M v U V I`T Il OF U p L Ai N® WATER DRAWND ND. a SHEET W `TRAFFIC SIGNAL PLAN NINETEENTH STREET (STATE ROUTE 301 OF 31sNEET3 AND SAPPHIRE STREET-DAYW000 WAY ��3 DRAWING 06 -5 DWG. 2369 SHT. 16 OF 24 ALL EQUIPMENT SHALL BE NEW. POLE AND EQUIPMENT SCHEDULE CONSTRUCTION NOTES: (CONT&D.l POLE SIGNAL STANDARD SIGNAL MOUNTING PLACEMENT DIMENSIONS PED /BIKE PUSH BUTrONSI QUAD I.I.S.N.S. REMARKS AND FLASHING BEACON ACTIVE WHILE INSTALLING NEW SIGNAL POLES & EQUIPMENT. N0. TYPE HEIGHT SIGNAL M. A. LUM. M. A. LUMINAIRE HPSV POLE VEHICLE MAST ARM VEHICLE POLE PEDESTRIAN °B" "E" " C" 0 ARROW FURNISH AND INSTALL 8 PHASE NEMA ASC /3S -2100, DETECTOR SENSORS A 17- 2- 100 30' 20' 12' 20OW SV -1 -T 1 -MAS SP -1 -CS - 11' 3' 4 f 3 Jasper 66STT # SPECIAL PROVISIONS. B 1 -A 10' - - - TV -1 -T - SP -1 -CS 10' - 3' 8 5 12 INSTALL 12" YELLOW CROSSWALK PER CALTRANS STD. PLAN A24E. SHALL COORDINATE WITH SCE TO ENERGIZE NEW SERVICE. 13 17 -2- 100 30' 15' 12' 20OW SV -1 -T 1 -MAS SP -1 -CS - 11' 3' 6 f- 5 5'7 19th 8500. # D 1 -A 10' - - - TV- t -T - SP -1 -CS 11' - 3' 8 —1► 7 EV 4 E 19- 2- 100 30' 1 25' 1 12'0 20OW SV -1 -T 1 -MAS SP -1-CS - 18' 3' 8 f 7 Jasper ST A F 1 -A 10' - - - TV -1 -T - I SP -1 -CS I 16' I - 3' 121 i 1 G 17 -2 -100 30' 1 20' 1 12'0 20OW SV -1 -T 1 -MAS SP -1 -CS I - 1 15' 1 3' 121 f 1 19th 6ST # H i -A 10' - - - N -1 -T - SP- i -CS 1 5.5' 1 - 1 2' 141 —0-- 3 1 2 - - 2 ALL EQUIPMENT SHALL BE NEW. -W CONSTRUCTION NOTES: (CONT&D.l * I.I.S.N.S. SHALL BE INSTALLED ON HORIZONTAL SIGN ARMS PER THE SPECIAL PROVISIONS. z 4Sr A I.I.S.N.S. SHALL BE INSTALLED ON SIGNAL MAST ARMS PER CALTRANS STD. PLAN ES -70. 71 7 CONTRACTOR MUST KEEP IN- PAVEMENT WARNING LIGHTS, PEDESTRIAN SIGNAL POLE t LUMINAIRE ARM SHALL BE FLAT (0'). Q AND FLASHING BEACON ACTIVE WHILE INSTALLING NEW SIGNAL POLES & EQUIPMENT. UNUSED 1S CONTRACTOR SHALL REMOVE & SALVAGE EX. PEDESTRIAN SIGNAL POLE AND FLASHING GENERAL NOTES: 2 BEACON ONCE NEW POLES ARE ERECTED. SEE SHEET 1 FOR GENERAL NOTES. M8 CONTRACTOR SHALL REMOVE & SALVAGE EX. SERVICE PEDESTAL AFTER INSTALLING CONSTRUCTION NOTES: II NEW SIGNAL POLES & EQUIPMENT. 8 m FURNISH AND INSTALL 8 PHASE NEMA ASC /3S -2100, DETECTOR SENSORS El CONTRACTOR SHALL REMOVE & SALVAGE EX. IN- PAVEMENT WARNING LIGHTS (22 TOTAL) AFTER AND AUXIUARY EQUIPMENT IN A TYPE "R" CABINET, EXACT LOCATION TO BE NOT USED INSTALLING NEW SIGNAL POLE & EQUIPMENT. CONTRACTOR SHALL BACKFILL VOID WITH DETERMINED BY THE CITY ENGINEER. INSTALL CONTROLLER CABINET ON z NEW AC PAVEMENT. FOUNDATION. INSTALL TESCO TRAFFIC BATTERY BACKUP SYSTEM. FURNISH AND �8' SIGNING &STRIPING CONSTRUCTION NOTES: INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE I 12-N-04 W66VF) MANUFACTURER'S SPECIFICATIONS TO PROVIDE THE INTENDED OPERATION. SEE 10 WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND /OR PAVEMENT MARKINGS. SPECIAL PROVISIONS. 4 OS 06 & 06P O CTOR SHALL SERVICE PEDESTAL FURNISH AND 11 INSTALL DOUBLE YELLOW CENTER UNE PER CITY STD. PLAN 133. JEVP - INSTALL LYRE III-BF BF SERVICE ENCLOSURE RE ON UN PER STANDARD DRAWING No. 407 AND SPECIAL PROVISIONS. CONTRACTOR 12 INSTALL 12" YELLOW CROSSWALK PER CALTRANS STD. PLAN A24E. SHALL COORDINATE WITH SCE TO ENERGIZE NEW SERVICE. 13 INSTALL MITE "SIGNAL AHEAD" PAVEMENT WORD MARKING PER CALTRANS STD. PLAN A24D. 1 50A -SP CIRCUIT BREAKER METERED SIGNAL 2 2 -W- 2 30A -SP CIRCUIT BREAKERS UNMETERED LIGHTING 14 INSTALL TYPE IV ARROW PER CALTRANS STD. PLAN A24A. 1 15A -SP CIRCUIT BREAKER METERED I.I.S.N.S. UNUSE C A 3 RE -USE EXISTING 2" CONDUIT. ABANDON EXISTING CONDUCTORS AND INSTALL 3#6 WIRES 15 EXISTING STRIPING /PAVEMENT MARKINGS TO REMAIN. FROM EX. SERVICE FEED POINT PP#2064821E TO SERVICE PEDESTAL. 16 REMOVE EXISTING SIGN AS INDICATED. 1 AND �CTN p - 6 ® UNIT MANUFACTURER'S SPECIFICATIONS. EXACT LOCATION OF DETECTOR 1❑7 RELOCATE EXISTING SIN AS INDICATED. SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 1 EVP 06 3 18 INSTALL SIGN AS INDICATED. PHASE DIAGRAM -W GROUP A I GROUP B z NOT USED � NOT USED } �x Q rx UNUSED 1S TOP 1 2 01 02 & 02P 03 04 & 04P 1 II 17 8 2 2 o NOT USED I NOT USED 16 UNUSED z UI 3 �8' h I I 12-N-04 W66VF) i ..III^ 21 )LUI 4 OS 06 & 06P 07 08 & 08P ' 04 AND 08 ON DUAL ENTRY. 1 2 7 6 4 5 PUSH BUTTON R268 POLE LOCATION DETAIL � 5 FURNISH AND INSTALL SIN N MAST ARM PER CALTRANS STANDARD PLAN 19TH STREET ES -7N, DETAIL "U ". AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. © RE -USE EXISTING 2" CONDUIT. ABANDON EXISTING CONDUCTORS AND INSTALL CB INSTALL CONDUIT INTO EXISTING PULL BOX. 2#6 (SERVICE), 3 #10 (LUM) AND 3#12 (I.I.S.N.S) WIRES TO SERVICE PEDESTAL. /w' RS REMOVE AND SALVAGE EQUIPMENT. 45 MPH) R/W — — E. R26 C EX. 5' CSW — — EX. R26 — — — — —R /W EX. 5' CSW - n �_. _:. -� -- — SNS - - CATV — CAT CATV - 1S t0 V 15 � t0 13 EX. EOP- R/WJ 16 W3 -3 Underground Service Alert Coll: TOLL FREE 1 -800 422 -4133 ,.. NORMNIG 00k fi BEroBe you IV 6 +00 _I- NSTALL Ir C., R 1 =DLC 15 r CATV CATV — — — — SD ---289-16 ° CATV - o a + 13+00 w -- z 6 J � V s CATV CATV — T T =431 CA 15 EX. POWER EX. C ca — R 1!1 INSTALL 1r C., 1 -DLC EX. R26 — — — 18 W3-3 — - -- `(-EX, C/G A CATV _— . D - -- —SD - - - ,'—AYV CATV 15 I� 15 460'TO CROS --­..7R;_ 6 -- EX. 5' — 2 -W -05 W R1 -1 AC BERM & ACCESS RAMP R2001 R/W W T W EX. FENCE- CATV ,A-EX. R28 AT\ T T n� -- J /--EX. C/G EX . SERVICE ENCLOSURES EX. POWER POLE) R/W EX. SERVICE FEED POINT PP #2064821E -- to EL 1V _ C c� W N co QEX. BER T RA EX. R2 -1(2: -W I _1 II DETECTOR 1!1 INSTALL 1r C., 1 -DLC EX. R26 — — — 18 W3-3 — - -- `(-EX, C/G A CATV _— . D - -- —SD - - - ,'—AYV CATV 15 I� 15 460'TO CROS --­..7R;_ 6 -- EX. 5' — 2 -W -05 W R1 -1 AC BERM & ACCESS RAMP R2001 R/W W T W EX. FENCE- CATV ,A-EX. R28 AT\ T T n� -- J /--EX. C/G EX . SERVICE ENCLOSURES EX. POWER POLE) R/W EX. SERVICE FEED POINT PP #2064821E -- to EL 1V _ C c� W N co QEX. BER T RA EX. R2 -1(2: 6-1 I 3 fy II2 —S -08 1 17' 20' ZJ Ilo I EX. C/G O Y o � J 1 In DETECTOR SCHEDULE v v DETECTOR RACK #1 Q II DETECTOR � II N0. �x Q 1 UNUSED 1S TOP E K. C/G 2 1 -N -04 20 II PLANS PREPARED BY 1 II 17 8 2 2 1 -W -02 I I 33 16 UNUSED -I UI 3 �8' h I I 12-N-04 W66VF) i ..III^ 21 )LUI 6-1 I 3 fy II2 —S -08 1 17' 20' ZJ Ilo I EX. C/G O Y o � J 1 In DETECTOR SCHEDULE v v DETECTOR RACK #1 POLE SEN R DETECTOR LLER T N0. EL Q 1 UNUSED 1S TOP 1 2 1 -N -04 20 DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) PLANS PREPARED BY 1 UNUSED 17 tNNPE 2 2 1 -W -02 18 3 7 16 UNUSED 23 2 OF 3 3 2 -S -08 24 08,04P /06PP8 W66VF) i USED 21 EX. 5' CSW INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT 4 2 1 -06 22 2 © 1 U SED JEVP - 5 2 UN - 15 1 UNUSED 02.06P /08PPB - 6 2 2 -W- Z 4 UNUSE C A - 7 SD — UNUSED j 1 UNUSED p - 6 O 2 -E -06 4 1 EVP 06 3 90 EV 4 04.04P /orPe 10* 1 -E -01 EVP 0 FVP 8 5 6 t5 0 DE CTOR SCHE LE v v ETE CTOR RACK #2 POLE SENSOR DETECTOR CONTROLLER INPUT Q NO. A EL Q Q UNUSED 1S TOP 1 1 UNUSED 20 DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) PLANS PREPARED BY 1 UNUSED 17 m 2 2 3 -W -02 18 3 7 16 UNUSED 23 2 OF 3 3 2 UNUSED 24 08,04P /06PP8 W66VF) 7 UNUSED 21 EX. 5' CSW INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT 2 3 -E -06 22 A B CONDUCTOR SCHEDULE v v AM POLE RUNS Q Q Q Q Q Q Q Q Q TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) 1 R/W BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) PLANS PREPARED BY RECOMMENDED GL TRAFFIC SIGNAL VIDEO DETECTION NOTES: lJ A 06,06P /04PPe ON 3 7 16 W66((F PUNNING PUNNING & ENGINEERING m c S=y S= 2 OF 3 EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S 12c C © 08,04P /06PP8 W66VF) INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF G EX. 5' CSW INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL A B © 08,08P /08PP8 REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE 1 15 L E 3C O 02.06P /08PPB CA Z o- FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS C A O 02,02P /08PPB SD — — — - - - ;D NTAG ED OR APP VED EQU IN DE NTR LLER CABI ET. j CATV UmIV iV p B L O 04,08P/02PPB Do E © 04.04P /orPe 1 -E -01 is t5 t5 1 1 O06,02P/04PPB 7 1 TOTAL 1 1 2 2 3 341 4 5 5 1 1 2 2 3 3 8 8 #12 I.I.S.N.S. 1 2 1 2 1 2 1 2 - - 27 2 - #10 LUMINAIRES 1 2 1 2 1 2 1 2 - - 2 1 2 - EVP CABLE - - - - 2 - 2 2 4 02 - - - - - 3 3 3 3 04 - 1 1 1 1 - - - 1 DLC TYPE A 06 _ _ _ 3 3 - - - 3 08 - - - - - - - 1 1 TOTAL - 1 1 4 4 3 3 4 8 CONDUIT SIZE 2" 3" 4" 4° 4" 3° 5' CSW v v v 19TH STREET POWER POLE go- BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPU JASPER STREET R20B ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) DATE 0/14 42n TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) 1 R/W BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) PLANS PREPARED BY RECOMMENDED GL TRAFFIC SIGNAL VIDEO DETECTION NOTES: lJ FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON 3 7 16 W66((F PUNNING PUNNING & ENGINEERING m c S=y S= 2 OF 3 EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S �. >.&,. efy0a T^� <ao4> mo -eeea v^= (e0al eoo -0ew DRAWING NO. CHECKED W66VF) INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF G EX. 5' CSW INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE 1 15 VIDEO SYSTEM) CA Z o- FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS - 2 -E - SD — — — - - - ;D NTAG ED OR APP VED EQU IN DE NTR LLER CABI ET. j CATV UmIV iV p Do t 1 -E -01 is t5 t5 F-1 7 — - - — Ex G/G � AT CATV - - CATV CATV— AT _ T T T T T— ON _ - OH UH OH - CB — INSTAU 16 WW6'66AF) 3#10 LUM, C' 6 L R/W �EX. 10' CSW EX. POWER POLE t=/ NSTALL 2 "C., 3 #12 I.I.S.N.S. ( 5 2#6 SERVICE, 3 #10 LUM, g 9 3 #12 I.I.S.N.S. 1 �- E. PO LE //�� 1 1 North LQ INSTALL VIDEO DETECTION TRAFFIC SIGNAL SYS.- _ �IItiIW Y t 26 No. REVISION APPR, DATE O 20 40 CITY OF RANCHO CUCAMONGA SCALE 1 " =20' 5' CSW PREPARED UNDER THE SUPERVISION OF R/W AA-11 1jow >/501? MUJId AHMED - R.C.E. 68467 EX. POWER POLE TRAFFIC SIGNAL PLAN 19TH STREET AT JASPER STREET APPROVED By ' DATE 0/14 42n CITY ENGINEER 1 R.C.E. N0. 36 DESIGN PLANS PREPARED BY RECOMMENDED GL lJ N KOA CORPORATION SHEET DRAWN GL PUNNING PUNNING & ENGINEERING m c S=y S= 2 OF 3 �. >.&,. efy0a T^� <ao4> mo -eeea v^= (e0al eoo -0ew DRAWING NO. CHECKED Z5NO S CONDUCTOR SCHEDULE ■ H A6 OR GABLE RUN 2 CIRCUIT I 2 3 4 i 3 CID" iTOR FOR POLE I I MAST ARM POLE FOR POLE I ADVANCE DETECTION ZONES ARROW I FOR POLE G 1 15' O I FOR POLE - I - 17 -24 I FOR POLE I I I tt FOR POLE f I I I O Y F OR POLE bJ2U 6-121- I T - -- - FOR POLE H I I 24 -4 -a0 35' TOTAL 6 4 2 2 12 GONDMTOR F OR POLE I Gornelion 51 (N) EXISTING co FOR POLE Is 1 - - - FOR POLE c 1 5P -1 -T 2 I FOR POLE - EX1511NO 1 FOR POLE I I I MA5(R), MA5(N) FOR POLE F I 1 I L1(N) FOR POLE - I 1 F IA FOR POLE H I 1 - TV- 2 -T(N) TOTAL 4 b 4 2 2 LUMINAIRE 24 -4 -a0 2 2 2 610 1.1.5.14.5. 5P -1 -T 2 2 1 2 SIG. GOMMON 2 H IA - TOTAL 2 3 3 3 04 51. RVIGL 2 - EXIST ING 2 G DLG ml DATE GTOR5 2 412 OLIEGTOR5 4 4 4 03 DE1LG10R5 2 2 m4 ULILGTOR5 4 4 05 UL ILGTOR5 2 2 2 m& DEILGIOR5 4 ml ULTLG10R5 2 2 ma DEILCAOR5 4 4 TOTAL 24 12 6 6 EVP GAL3LE •I' EX. 41 C., � INSTALL 2 PLC MATCH LIN E CARNELIAN GONDUII 5171 l6 63 63 (EXISTING) - MR[ MOVE EX1511NG GONDU, IOR5 AND INSTALL NEW THROUGHOUT. -- r 1 55.0 To A_ GR 285 TO ------ — 1 X -WALK L 71 I ` I 1 -S -08 L J LOOPS LOOPS 5G EX. 5ERVIGE FEED , POINT (PP#2159161E)L EX. 41 G., EX. TYPE SCE-11 INSTALL 2 PLC SERVICE 53 G., WITH PULL ROPE (CONDUCTORS BY EDISOW I SERVICE: 120/240 V. TYPE III -CF PER E5 -2F IOOA / 240V / 2 -2P MAIN GE 30A / 120V / IP GB (LIGHTING, 50A / 120V / IP GB (516NAL5 15A/120V/IPC8 (115145 TYPE V PEG WITH 50 SECOND TIME DELAY (LTG, TYPE V PEG WITH 50 SECOND TIME DELAY 015145, R/HI q It 'r 1 -S -03 ._I _ 17 m In I H RIGHT — _ R208(MODJ ,71 EX. 41 G., INSTALL 3 PLC, JJJ ujj, I� W �Y 2 -S -03 2 -S -08 Room AND 2#100I514SW EX. 41 C., INSTALL 3 PLC, 2#4(SIG), 2 #b(LUM) AND 2 #10(115145) MATCH LINE - SEE ELOW IGHT v I ■ No. co a IRE IiPS1 VEHIGLE SIGNAL MOUNTING PED �jIGNAL PPB 1.1514.5. LEGEND VIETAIL ON SHEET I I I MAST ARM POLE MTG. O ADVANCE DETECTION ZONES ARROW I a In 35' 15' O MA5(R), MA5(N) 5V- I -T(N) 1a - 17 -24 - 19th 5' (N) EX1511NG I I tt LJ I L - - - O Y 5P -1 -T bJ2U 6-121- N T - -- - EX151 IN& ml G 24 -4 -a0 35' 15' 250N(N) MA5, MA5 Ln 5P -1 -T 51 N LT(N) Gornelion 51 (N) EXISTING co IA - - - - N X 6j3u 5P -1 -T 2 N RT(N) - EX1511NO 24 -4 -a0 35' 15' 250W(N) MA5(R), MA5(N) 5V- 1 -T(N) 5P -1 -T v C. 41 G., STALL 3 PLC %i ,I OI 1 LOOPS m r w [EX. 4i G., 1 INSTALL 2 PLO 1 1 I � ._. - H 1IV$ — :JCC 5J9U I 4.2 3.6 1 3.6 A LEFT 3.6 ',\ 4.2 I 5JIU N I I i \I L0 I I � 1 3 N IIa_ I 7 k 1 1 FBI T L. I — ml -- PV Lo 3 I � D rn 200 4.2 mm HEAD Y MITI I w I N 3 -N POLE SCHEDULE I ■ No. co a IRE IiPS1 VEHIGLE SIGNAL MOUNTING PED �jIGNAL PPB 1.1514.5. LEGEND VIETAIL ON SHEET I IW I MAST ARM POLE MTG. O ADVANCE DETECTION ZONES ARROW AS 24 -4 -50 35' 15' O MA5(R), MA5(N) 5V- I -T(N) 5P -1 -T - 17 -24 - 19th 5' (N) EX1511NG I I I LJ I L - - - TV- 2 -T(N) 5P -1 -T bJ2U 6-121- C. 41 G., STALL 3 PLC %i ,I OI 1 LOOPS m r w [EX. 4i G., 1 INSTALL 2 PLO 1 1 I � ._. - H 1IV$ — :JCC 5J9U I 4.2 3.6 1 3.6 A LEFT 3.6 ',\ 4.2 I 5JIU N I I i \I L0 I I � 1 3 N IIa_ I 7 k 1 1 FBI T L. I — ml -- PV Lo 3 I � D rn 200 4.2 mm HEAD Y MITI I w I N 3 -N POLE SCHEDULE I ■ No. STANDARD TYPE SIG. LUM. MA. MA. IRE IiPS1 VEHIGLE SIGNAL MOUNTING PED �jIGNAL PPB 1.1514.5. LEGEND VIETAIL ON SHEET I POLE LOCATION f5EE TITLE SIIFET) E B G REMARKS MAST ARM POLE MTG. O ADVANCE DETECTION ZONES ARROW AS 24 -4 -50 35' 15' 250W(N) MA5(R), MA5(N) 5V- I -T(N) 5P -1 -T - 17 -24 - 19th 5' (N) EX1511NG f "_• B IA - - - - TV- 2 -T(N) 5P -1 -T N T - -- - EX151 IN& ml G 24 -4 -a0 35' 15' 250N(N) MA5, MA5 5V- I -T(N) 5P -1 -T 51 N LT(N) Gornelion 51 (N) EXISTING IA - - - - TV- 2 -T(N) 5P -1 -T 2 N RT(N) - EX1511NO 24 -4 -a0 35' 15' 250W(N) MA5(R), MA5(N) 5V- 1 -T(N) 5P -1 -T 2 N L1(N) 19th s' (N) EX151 ING 'T F IA - - - - TV- 2 -T(N) 5P -1 -T 4 E RT(N) - EXI5TING G 24 -4 -a0 35' 15' 250N(N) MA5, MA5 SV -I -7(141 5P -1 -T - - - Gornelion s' (N) EX151 IN(-- H IA - - - - TV -2 -7(141 5P -1 -T T - EXIST ING 300 V HmA X (D Lit .I L, j HO' T I)AD r7] 3.6 LiI v 119U to I W I N 4.2 • U5L LX151 ING MIU I L NON 1 PHASE DIAGRAM I A ALL EQUIPMENT 15 EXISTING UNLESS OTHERWISE NOTED: fml - F w a �BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) I r 300 V HmA X (D Lit .I L, j HO' T I)AD r7] 3.6 LiI v 119U to I W I N 4.2 • U5L LX151 ING MIU I L NON 1 PHASE DIAGRAM GROUP A GROUP B a I � f -- ml 02 03 04 N-------► I r f —i rc mS mb ml mH LOOPS 9 EX. 41 G., \ O 5G LOOPS INSTALL 2 DLG H EX. INS A 41 L STREET INSTALL 3 PLC _ _ LOOPS 4 1 -N -04 I L 2 -N -04 i L J 285' TO 1 '_ V X— WALK -.-t m MID To � � � B 2 -N -04 m �cROSSwALK L J --------- - - - --� _ `� - — B 2 —N -07 -- `m I - I m N 034 FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON 4 m U EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S 2 L� 1 INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF I a INSTALLED ON SIGNAL MAST ARM.- REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL s ma b DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE s L OA ��1 - - VIDEO SYSTEM) Z1 Z [fl—FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS j I VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. MATCH LINE - SEE ABOVE LEFT LEGEND EX. 41 G, INSTALL 3 PLC, } - EMERGENCY VEHICLE SENSOR YO 3 - EXISTING RED CURB CONSTRUCTION NOTES (FOR GENERA L NOTES, SEE TITLE SHEET) ic MODIFY EXISTING TYPE 110 CONTROLLER AND CABINET AS REQUIRED TO PROVIDE THE NEW PHASING, DETECTOR INPUTS AND EVP SYSTEM AS SHOWN. 1 Q INSTALL NEW BACKPLATE ON EXISTING 300 mm PV VEHICLE HEAD. ALL DIMENSIONS ARE IN METERS, UNLESS OTHERWISE NOTED. L REMOVE EXISTING SERVICE RISER AND INSTALL NEN TYPE H SERVICE RISER. ® INSTALL VIDEO DETECTION INSTALL SINGLE DIRECTIONAL EMERGENCY VEHICLE OPTICAL SENSOR ON TRAFFIC SIGNAL SYSTEM SIGNAL MAST ARM PER DETAIL SHOWN ON THE TITLE SHEET. No. REVISION APPR. DATE 5 REPLACE 51614 FADES RANCHO �,,�/� � �/ 3 TO CONFORM TO DETAIL ON TITLE SHEET. CITY OF RANCHO GUGAMONcSA a ❑6 INSTALL SIGN ON MAST ARM PER DETAIL U ON ES -6T TRAFFIC 51 ONAL PLAN DARNEL I AN STREET PLAN ACURATE FOR ELECTRICAL WORK ONLY DWG. 2369 SHT. 18 OF 24 T 6 Fi n "s h CONDILICTOR TA131 STANDARD uM1r�AIRE *A.S.N.S. LEGEND SIGNAL MOUNTING PP.B. LocRi�bN REMARKS No. TYPE HEIGHT SIGM.A.LUM.m VEHICLE PFD. PH. ARR A B 24 -4-FG 30 .i5 15 Beryl ST 2 -MARS SY -1 -0 57 -1 -CS 4 6' 2.5' °F" • 13' 3 1 -A 1C TV -1 -11M SP -1 -CS 6 6' 2.5' C 17 -3-PO 30' 20' 12' 200 W 19th 9100 MAS SV 1 -UN SP -1 -CS 5 6' 2.5' 0 1 -A 10' Ii : IIIIIIIIIIIII, IIIIIIIIIIII' IIIIIIIIIIII' IIIIIIIIIIIII,©© TA' -1 -UN SP -1 -L' © ©IIIIIIIIIIII,IIIIIIIIIIII,_.. 6' 2.5' `L 24 -4 -00 30' 35' 15' 200 4 Beryl ST2 -iiAS SY-1 -UM 57 -1 -CS 8 6' 2.5' "F" - 13' O !-A L7' TV -1 -UM SP -1 -CS 2 e' 5' G 17 -3'9C 30' 20' 12' 200 W 19th ST DODO ai +S S'- I-di'i S" -i -CS ? 6' 25' .1 1-A lU' ,:-1 -C ?: 57 ; - LS 4 6' 2.S' ' : • • 0000 © ©0v0�� © © © ©QO © © ©I_IIIIIII' Blau, _ IIII�II�IIIIIIL- �III� ®IIIIIIl•'I�' IIIIII�_IIIIIIIIIIII'I • 00000 ©vvv�� NINETEENTH v 7 8 5-19 U HN+ T.CS' TO X- WALK H 242' 7V X - WALK 12'W N, 1 -W � C- / /�12..L. 20LC 3'0LC 1. 1.. ALL MATERIAL MR BONG SNAIt COAFORII TO THE JANUARY IM STANDARD PLANS AND STANDARD SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION AND THE SPECIAL PROVISIONS MR THIS PROJECT. 2. LOCATIONS OF Al UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS An VERIFY ALL CONDITIONS ON THE DOB SITE. NMI. DID FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (1 -900) 422 -4133 40 HOURS PRIOR TO MY EXCAVATIDN. 3. OBTAIN ENGINEER'S APPROVAL FOR EXACT EOIIPHEINT LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM STRIPINS REVISIONS PRIOR TO LOOP DETECTOR LAYOUT. 4. PEDESTRIAN SIGNALS SMALL DE TYPE A. ALL SIGNAL HEADS SMALL BE METAL. ALL LENSES SHALL BE GLASS. RI SIGNS AMR OMIRM SMALL BE METAL. S. ALL LOOPS SMALL BE V 1 1' WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED 11 THE LURE EXCEPT AS PM. E1TEN0 LIMIT LINE LOOPS 2' PAST LIMIT LINE UNLESS OTHERWISE INDICATED. A. CONDUIT SMALL K RI6ID METAL. MINIMUM CONDUIT SHE SHALL BE 2 INCH MSS OTHERWISE SPECIFIED. THE THREE SIGNAL CONDUITS ENTERING THE CONTROLLER SHALL BE 3 INCH. 7. COORDINATE SERVICE DETAILS AN SCHEDULING KITH A GO4ZALES OF TIE SOUTHERN CALIFORNIA EDISON COMPANY AT (7141 357 -6235 IR INSTALL STATE TYPE 170 CONTROLLER ASSEMBLY WITH RODEM AND TYPE 332 CABINET COMPLETE. SEE CONTRACT SPECIAL PROVISIONS. 01 . INSTALL 1201240 VOLT MODIFIED TYPE 11I-CF SERVICE BITN 50 an" RETIRED SIGNAL CIRCUIT, 15 AMPERE AE7EBE0 I.I.S.I�.: CIRCUIT, AND SEPARATELY RETEREO 30 AMPERE LIGHTING CIRCUIT. INSTALL P.E. CONTROL FORS7.S.N.S. ANB LUMIRAIRE EU INSIALL TYPE N RISER ON POWER POLE AS DIRECTED IT SCLCOIORTORS BY SCE. ® AEROVE STREET LIGHT (BY SCE). ® INSTALL 134 SIGN 124' 3 24'1 ON SIGNAL MAST MR PER CA.TRAWS STANDARD PLAN ES -R, DETAIL U. ® INSTALL R73 -3 SIGH (36- C 36 -) ON SIGNAL MST OR PER CA.TIMS STANDARD PLAN fS -AT, DETAIL U. 05 INSTALL TYPE 522 OPTICOM OPTICAL DETECTOR ON SIGNAL MAST ARM PER DETAIL THIS S HLET WITH PHASES AS SH OVUM. © INSTALL TYPE 521 OPTICOM OPTICAL DETECTOR. ON SIGNAL MAST ARM PER DETAIL THIS SHEET WITH PHASES AS SHOWN. q SCALE 1" -20' 40LL - TRAFFIC SIGNAL VIDEO DETECTION NOTES: \A\ A A 5 S ✓/U 2 -W -05 L_i__f� 1- � -' 1 G tDLC416U I I I ✓? Y (►� W2 il^• 1 I 1 cx 2DLC II I 0 Y FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) �FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS --\ VANTAGE EDGE OR- APPROVED EQUAL) INSIDE CONTROLLER CABINET. I z I I r II °II c4 14Iu I' A III L d I 0e POLE SCHEDULE STANDARD uM1r�AIRE *A.S.N.S. LEGEND SIGNAL MOUNTING PP.B. LocRi�bN REMARKS No. TYPE HEIGHT SIGM.A.LUM.m VEHICLE PFD. PH. ARR A B 24 -4-FG 30 .i5 15 Beryl ST 2 -MARS SY -1 -0 57 -1 -CS 4 6' 2.5' °F" • 13' 3 1 -A 1C TV -1 -11M SP -1 -CS 6 6' 2.5' C 17 -3-PO 30' 20' 12' 200 W 19th 9100 MAS SV 1 -UN SP -1 -CS 5 6' 2.5' 0 1 -A 10' TA' -1 -UN SP -1 -L' 8 6' 2.5' `L 24 -4 -00 30' 35' 15' 200 4 Beryl ST2 -iiAS SY-1 -UM 57 -1 -CS 8 6' 2.5' "F" - 13' O !-A L7' TV -1 -UM SP -1 -CS 2 e' 5' G 17 -3'9C 30' 20' 12' 200 W 19th ST DODO ai +S S'- I-di'i S" -i -CS ? 6' 25' .1 1-A lU' ,:-1 -C ?: 57 ; - LS 4 6' 2.S' *SEE BELOW FORU.S.N.S. DETAIL PHASE DIAGRAM 6P 5 _ 6P _ + 8 5 R 2 6 2 41P 8IP 1 f 2P 2P j 4 PH6SE01 0 01 +06 PRASE-02-05 PHAS •06 E 04.08 BQ —BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) -13 eF ` 40LC 3 '01c \ ` 20aC !I / 00 0 Bi— ! 3N_I -- I I t I ri 1 -E -06 © ` - -OS M �\ STREETS y2, w B 3 -E -01 © 149 7a x -waLA r ze ',T\o x -wacr h 2 -E -01 30 , 10 N 890 36' 10 E _ -- 1 -E -06- 1 —3 -W -05 3 -W -02 II E. II7U 1 -E -01 , I ? N- -_ I I Do 1 •� w i3 I I J If/ v v 0 •4 4 _ 64 /� ez T CI © B P/ 120/240V 3 WIRE SERVICE 1 2 IOCI 24OV, MAIN CKT BKR. SERVICE } I CABINET � 3 I I 4 SN 4 15A, 12OV. IP CKL BKR. _u II II 1 /� 0 � 8 l�- iT6 "LC. Llll J B R✓) SIGN LIGHTING 1o' -T'O �J I_�— TYPE V PE. i N 10 7 10 TYPE V P E. II)I DO If CONTROL CONTROL 120V fM I AU ADTD —1 I.I. S. N. S. LEGEND DETAIL 'I 1 STREET TEST " T _1�� t2o V ~ I I N I I LIGHTING -I - -I I L J 15 A, 120V IP CKT BKR L- LLS.N.S • STREET LIGHTING„ j 120 V. SIGNALS / L IV9 '"-..n 120 V. FLASHING SEACO NS�ISA, IP, N.O. 15A, IP. N.O. MERCURY CONTACTOR E MERCURY CONTACTOR N / b 19 13 IT - Q INSTALL VIDEO DETECTIONTRAFFIC SIGNAL SYSTEM -T 1I,III'i / III I I TYPE III- CF SERVICE CABINET WIRING REVISED 5TR /P /NO TO ULT /MATE LOCAT /ON /.3cFy )w ry I ( DIAGRAM DESCRIPTION OF REVISION DATE CITY W FOR LEGEND SEE ES -2E APPROVED CITY OF RANCHO CUCAMONGA of�O I I �N TRAFFIC SIGNAL PLAN In to 6' z v I EMERGENCY VEENCLE 19TH STREET I 11/2"70 3/4" ppryfW REDUCER SEE RIJTES) DETECTION BERYL STREET ASTRO MIN I-BRAC MOUNT 8J 6L SIGNAL POLE' OR APPROVED EQUAL MAST ARM 33' 33' EMERGENCY VEHICLE PREEMPTION SIGNAL DETECTOR APPROVED BY: / / n DATE: I I Y / Nq. CITY ENGINEER ^ RCENO.?4 DETAIL. YOL.,IO' � DESIGN PREPARED UNDER THE SUPERVISION OF O J a�Q D (� RECOMMENDED F }a eQ /¢yc WCS cwakkBIt C. Sl8Cl2e 00 I3 F. 3 7 z 1024 I, 'I¢ }.8'%D %m DRAWN TRANSPORTA71ON AND TRAFFIC ENGINFFRING SNEER v3 N yn Nr �/, 043 ► RRW G W 10_of 14_ U Q .'/ IVIL aP CHf CKED ��//Q.fl4+ ta7O7 DRAWIN�GI fN�O A DATE EXP 6 30/93 FILE No -07-32 I�`�'O DWG. 2369 SHT. 19 OF 24 • -FABLE I.I.S.N.S 0 - o ... o oo ©ao I•I.S.N.S.* LEGEND SIGNAL MOUNTING ee LOC4TTON © ©- I © - -e-- I I 1GN M p A B �, � 30' I — ''` —I —m He0mGG6&0 •G— Ts SP -1 -CS 'b � •'- -- Af 1/ TRAM! /T /ON / 1 A I /,I _ I I 51lu 5J9U —so' 6 2 -W -05 25' I 17 -3 -80 30' 20' 12' 142' TO X -WA `y 191h 9200 MAS SV -1 -UM SP -1 -CS 6 FL • I_ © © ©_ 10' ©11—__1_1_ .7 ly 2 —W -02 N SP -1 -CS UNIT285' 7' 2.9 E 24.4 -60 T 15' 200W Hellmpl67�0 __ - -- Sv -1 -UM SP -1 -CS i_ -W -02 I v 2.5' ///2-C� 1 %2'C 2 OLC 3DLC 4OLC 1 -A 10' TV -1 -UM SP -1 -CS 2 -- 6' 2.5' G 17 -3 -80 30' 20' 12' ZOOW 19th + SV -1 -UM SP -1 -CS 2 -I 6' 2.5' 'M' I 1 -A 10' TV -1 -UM SP -1 -CS 4 - - -! 6' 1 2.5' O PP I3 COMMON 000 ��0000� • . o ©eo��000�� 0000 ©0000 F Y m x SCALE 1 " =20' 12 „C DLC oI I a �z z7 I ` W 2 0 a 0 N W I.I.S.N.S STANDARD UMINAIRE I•I.S.N.S.* LEGEND SIGNAL MOUNTING z i LOC4TTON REMARKS No. I SIG.M.A. I NINETEENTH I I 1GN M p A B z � 30' I — ''` —I —m He0mGG6&0 •G— Ts SP -1 -CS 'b � •'- -- Af 1/ TRAM! /T /ON / 1 A I /,I _ I I 51lu 5J9U —so' 6 2 -W -05 25' I 17 -3 -80 30' 20' 12' 142' TO X -WA `y 191h 9200 MAS SV -1 -UM SP -1 -CS 6 TO X -WALK -- 2.5' 2 -W- 2 -I 1 -A 10' .7 ly 2 —W -02 N SP -1 -CS UNIT285' 7' 2.9 E 24.4 -60 T 15' 200W Hellmpl67�0 __ - -- Sv -1 -UM SP -1 -CS i_ -W -02 I v 2.5' ///2-C� 1 %2'C 2 OLC 3DLC 4OLC oI I a �z z7 I ` W 2 0 a 0 N W v 0A f/B :EC/Z50 I M 01 III3 J h IIIry I I I I 01 3 -E -06E 05- 0�nn�s Go I 02 • [A 1 2 -E -01 - POLE SCHEDULE I.I.S.N.S STANDARD UMINAIRE I•I.S.N.S.* LEGEND SIGNAL MOUNTING z i LOC4TTON REMARKS No. 1 C4 SIG.M.A. I I I I 1GN PH. ARR A B z 26 -4 -60 30' 40' \ 200 W He0mGG6&0 �411'L35 Ts SP -1 -CS 4 1 A °F'�- 13 B i -A I TV -1 -UM 6 6 6' v 0A f/B :EC/Z50 I M 01 III3 J h IIIry I I I I 01 3 -E -06E 05- 0�nn�s Go I 02 • [A 1 2 -E -01 - POLE SCHEDULE I.I.S.N.S STANDARD UMINAIRE I•I.S.N.S.* LEGEND SIGNAL MOUNTING PPB. LOC4TTON REMARKS No. TYPE HEIGHT SIG.M.A. M.MA VEHICLE PED. PH. ARR A B 4 26 -4 -60 30' 40' 15' 200 W He0mGG6&0 2 MAS SV -1 -LM SP -1 -CS 4 6' 2.5' °F'�- 13 B i -A 10' TV -1 -UM SP -i -CS 6 6' 25' (!c5- 17 -3 -80 30' 20' 12' 200W 191h 9200 MAS SV -1 -UM SP -1 -CS 6 6' 2.5' D 1 -A 10' TV -1 -UM SP -1 -CS 8 7' 2.9 E 24.4 -60 30' 35' 15' 200W Hellmpl67�0 2MAS Sv -1 -UM SP -1 -CS B �-j 7' 2.5' °FBI• 13' FO 1 -A 10' TV -1 -UM SP -1 -CS 2 -- 6' 2.5' G 17 -3 -80 30' 20' 12' ZOOW 19th + SV -1 -UM SP -1 -CS 2 -I 6' 2.5' 'M' I 1 -A 10' TV -1 -UM SP -1 -CS 4 - - -! 6' 1 2.5' •SEE I.I.S.N.S LEGEND DETAIL BELOW PHASE DIAGRAM 6P y 5 1 T OR PHASE 01.05 PHASE 0106 ' 8 4I SIP 4 PHASE 04.08 B BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) / % - C / %z "C 4 OLC 30Lc f 1�P 2 —E -06 -- /4012' 7D X - WALK 1 120/240V 3WIRE SERVICE / 1 /z" c 2 OLC -ILA STREET r T 266' TO X-JVALK d V —06 a `f F IOOA, 240V, MAIN CKT. BKR. -A- SERVICE 1 11 6 7 2 CABINET 1 3 3 6• � 4 SN 4 NSA, I20V, IP CKT BKR. � ` � M I '1 f�1�S/�f T—q3�� III , SIGN LIGHTING g l l 10 `T O O L �II L ALL MTERtAL AND 10RI WAL CWW TO THE JANUARY 1188 VANUATU PLAN AND STANDARD SPECIFICATION P THE CALIFORNIA DEPARTMENT SN 10 A - OF TRANSPORTATION AND THE SPECIAL PROVISIONS FOR THIS PROJECT. TU 8 TYPE V PE. -SN 7 10 TYPE V PE. CONTROL I. LOCATIONS O ALL UNDER6RONG UTILITIES ME APPROitMATE. THE CORRACTIIA SHALL OEIFAIIINE iME EXACT LOCATIONS AND VERIFY ALL P2' � '; � _ _ tl CONTROL CONDITIONS ON THE JOB SITE. HAND D16 FOUNDATIONS UNTIL CLEAR OF DBS /RUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (1-8001 IGO A J Z F I ALT AUTO/ r 1. 1. S. N. S. LEGEND DETAIL 122-4133 49 HUMPS PRIOR TO MY EXCAVATION. � g' � � I� 9 // 120 TREET - _ -- - -- — W I TEST TEST I 120V, m N I LIGHTING �-4 1 1 -- .I.S. N.S. 3. STAIN ENSIMEER'S APPROVAL FOR EXACT EDUIPRERT LOCATIONS PR•P fi FINK PLACEMENT. PERFORM STRIPING RIMSIONS PRIOR 10 LOW I v I L J 15A, 120V IP CKT. J3KR L -t DETECTOR LAYOUT. I a III STREET LIGHTING 120 V SIGNALS J 19 120 V. FLASHING BEACONS 15A, IP, N.O. 1. PEDESTRIAN SIGNALS SHALL PE TYPE A. ALL SIGNAL HEADS SHALL BE METAL. ALL LENSES SHALL BE BLASS. PEB SIGNS AND INDUSTRIES BHALt 15A, IP N.O. MERCURY CONTACTOR BE METAL, 2 I , /\ \E� BaY, = MERCURY CONTACTOR IN -1,.1 13 IT S. ALL LOPS SHALL K 6' 1 6' WITH 10' 991NO IN THE DIRERTON OF TRAVEL MD CENTERED 11 THE LANE EXCEPT AS 904. EITEM LIMIT f \` v 02 INSTALL VIDEO DEIECTIONTRAFFlC SIGNAL SYSTEM -1 11-f i LINE LOPS 2' PAST LIMIT LINE UNLESS OTHERWISE INDICATED. 1 TYPE III - CF SERVICE CABINET WIRING TRAFFIC SIGNAL VIDEO DETECTION NOTES: C I I Z 2 • DIAGRAM 1AR,5V16eO 5lR/P1A/5 TO ULT/MATE LOCAT /ON 1-3, -Tq Mk 6. CONDUIT SHALL K RIGID PETAL. nINIAA7 CONDUIT SIZE SHALL BE 2 INCH UNLESS OTHERWISE SPECIFIER. THE THREE SIGNAL CONTI V o 's IDLC FOR LEGEND SEE ES -2E CITY FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON m DESCRIPTION OF REVISION DATE AvvgovEo ENTERING THE CONTROLLER SHALL AL 3 INCH. , EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S 4 111 CITY OF RANCHO CUCAMONGA 1. COORDINATE SERVICE RETAILS AND SClEOULlA6 NIIN A. OONZALES P THE SOUTHERN CALIFDMIA ERISOII COMPANY AT 171 41337-6 INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT ® INSTALL STATE TYPE uo CONTROLLER ASSEMBLY WITH AOOEn AND TYPE 332 CABINET COMPLETE. SEE CONTRACT SPECIAL AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL y 1 v� PRW(BI0114. 22, TRAFFIC SIGNAL PLAN DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER - 19TH STREET ® INSTALL 120 1210 ROT MODIFIED TYPE I11-CF SERVICE WITH >D AMPERE METERED SIGNAL CIRCUIT, 13 AMPERE METERED .G.N.B• REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE 3T' �3'� CIRCUIT, AND SEPARATELY METERED 30 WERE LlfinilNG CIRCUIT. VIDEO SYSTEM) 1 I DTAGENCY VEHICLE AT T�I III I 11&'M 3A" PREEMPTION DETECTOR 10 INSTALL P.E. CORRAL Faaus.NS. RR LuntlatRt. L� FURNISH AND INSTALL VIDEO DEFECTION PROCESSING UNIT ( ITERIS i I I REDUCER H E L L M A N AVENUE ©L INSTALL TYPE N RISER 01 POWER POLE AS DIRECTED BY BEE DIAMOND AT SCE • AE' CONDUIT WITH PULL ro VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. W I IW x ASTRO MINI -•RAC MOUNT HJ I p OR APPROVED EQUAL SERVICE PEDESTAL. CONDUCTORS BY S.C.E. J U F J SIGNAL POLE U K ¢ MAST ARM APPROVED BY: ? INSTALL A34 SIGN (IA' 1 I 4•) ON SIGNAL MGT MM PER CKIRANG STANDARD PLAN S -, DETAIL u. F ;O / % RDACTE _- CITY ENGINEER N0. 24953 EMERGENCY VEHICLE PREEMPTION SIGNAL DETECTOR 13 INSTALL 173 -3 SIGN (A• 1 36'1 O SIGNAL MST ARM PER CALTRAMS STANDARD PLAN ES-6, RETAIL It. 11 m x DETAIL QROf ESSipyq/ DESIGN 1E10Mh1EHDEO © INSTALL TYPE 522 OPTI COM OPTICAL DETECTOR ON SIGNAL MAST ARM PER DETAIL THIS SMELT iL Q. WITH PHASES AS SHOWN. 8J6U T - �; DRAWN TRANSPORTATION AND TRAFFIC ENGINEERING SHEET Y ❑13 INSTALL TYPE 321 OPTICOM OPTICAL DETECTOR ON SIGNAL MAST ARM PER DETAIL 2 I B� qP. 6/2.,117 YD. RRW GW 11 y� NS THIS SHEET WITH PHASES AS SHOW • N I I * R ,J ��27�5•o OF.3_ 3• CnYR CHECNEO %,lj, �- R.0 E. NO DRAWING NO 4 OFCAIFF� 18707 �/E Q(� DATE PIP. 6 / 30/ 93 FILE NO 67-51. — DWG. 2369 SHT. 20 OF 24 CONDUCTOR SCHEDULE JA I C CIRCUIT L CONDUIT RUN 01 1 1 3 3 3 1 1 3 1 1 3 3 3 3 3 1 1 3 6 6 1 1 6 02 - - 3 3 - - - - - - 3 3 3 3 (_FUTURE 03) 3 3 3 3 3 3 3 3 04 3 3 3 3 3 3 - - - - 3 3 3 3 05 - - - - 3 3 - - - - - - 3 3 3 3 06 - - - - - - 3 3 3 3 3 3 3 3 3 3 04(FUTURE07) 3 3 3 3 3 3 - - - - 3 3 3 3 _ _ _ _ _ _ _ - - 3 3 3 3 3 3 14 0 02PED 2 2 2 2 2 2 2 2 - - 2 2 2 2 04PED - - 2 2 1 1 2 2 2 - - 2 2 2 2 4 4 4 4 06PED _ _ _ _ 2 2 2 2 2 2 4 4 4 4 08PED 2 2 2 2 - - 2 2 1 1 4 4 4 02PP8 - - 1 1 2 2 2 2 - - - - - - 1 1 2 2 2 04PP5 1 1 1 1 1 1 1 1 1 1 1 1 I I 2 2 2 2 06PPB I I 2 2 2 2 2 2 08PP8• 1 1 2 2 2 2 PPB COMMON I I I I I I I I I I I I I I 2 2 SPARES - 3 3 1 1 3 3 3 1 1 3 1 1 3 3 3 3 3 I T TOTAL v14 10 1 19 D D 1 13 1 19 2 25 5 57 5 57 f 1 • 12 I I.S.N.S. I I- 2 2 2 2 2 2 1 1 2 1 1 2 I I I TOTAL •12 2 2 2 2 2 2 2 2 2 2 2 2 •10 L SIGNAL COMMON I I I I 1 1 I I I I I L 2 2 2 2 2 2 2 2 2 2 A L2L2 I 3 3 3 3 3 3 3 3 3 3 3 2 2 1 l } -)�INSTAL-L. IA POLE Or-= FIRE gTATlON 9E►t4S7A tJ__ 10'OIL I "GaJbUIT WITt -4 6=-VF' CABLE: �A IRe7TALL EVPGp.BLE \ 1141 L- WSCIMG C- 0t4WI.1 CONDUCTOR SCHEDULE (CONT.) CONDUIT RUN G CIRCUIT p-T ®- �_®I ®_ 1 e & 01 DETECTOR - I 2 02 DETECTOR 3 3 3 13 - 1 1 3 3 06 DET.(FUT13 - 2' 'L Z 2 DLC 04 DETECTOR - - 3 3 3 3 05 DETECTOR 2 2 2 2 2 2 06 DETECTOR - - - - 1 3 04 DETWUTO7 - - - '2 2 2 2 8 TECTOR - - 3 aj - - - °J 15 TOTAL 5 5 /0 /0 5 5 !7 20 SICNAL SERVICE - 2 2 1 2 •6 GFCI GROUND - - - - I I TOTAL •6 - - - - - - 3 1 3 1 3 CONDUIT SIZE 12" 12 "1 3" 13" ( 2" 121Fi "I2 f12- 3 "I2 -3" r FN SCALE I" = 20' -- -- 6 "G - -- -- -- � ?_6_0_' _TRANSIT ION 1 -W -02 0 EXISTING C 85 T O _ CROSSWALK C II/2 "C., I -DLC 1 142' TO - CROSSWALK 2 -W -05 II v I I 616 z II II 4 IloDO S N �I u I CIS• 1 III z Iv N � I N 1 06 \ W -02 -- f I11 /2 "C., 2 -DLC---'— NOTES: PLANS I, ALL WORK AND AND SPECIFICATIONS (JAN. AN SHALL STANDARD 19881 OF THE CALIFORNIA CALLIFORNIA DEPARTMENT OF TRANSPORTATION AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE IN- STALLATION LOCATIONS OF ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. 3. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUT OFF. 4, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDER- GROUND FACILITIES DAMAGED BY HIS OPERATIONS. 5. FLASHING INDICATIONS SHALL FLASH RED ON ALL PHASES. 6. PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE "A ". 7. PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE INDi. ATED. 8. ALL SIGNAL HEADS AND BACK PLATES SHALL BE METAL. ALL LENSES SHALL BE GLASS. LEFT TURN HEADS SHALL HAVE RED, YELLOW AND GREEN ARROWS. ALL VEHICLE INDICATONS SHALL BE 3- SECTION, 12 ". 9. SEE STREET IMPROVEMENTS PLANS FOR ROADWAY CONSTRUCTION DETAILS AND STRIPING PLANS FOR 19TH STREET AND AMETHYST STREET NORTH OF 19TH STREET. SOUTH LEG STRIPING AS SHOWN ON THIS PLAN. /0. EX /5T/NG FOUR -WAY FLA5111NB /ND /CAT /ON 5UPPORr, FLASH /N6 wCNAN /5M AND SERV /CE SHALL BE REMOVED AND DEP05ED OF B✓ rHE CONTRACTOR. I 120/210 SERVILE METERS I 20V SIGNALS 20V LGHTING 120V IISNS SPARE SPARE _ - NEUTRAL SIGNAL AND LIGHTING SERVICE WIRING DIA AZiiAMM 1 MARK SOCKETS -S' FOR SIGNS "L. FOR LUMINAIRES SLIP FITTER TO MATCH O T- CONDUIT OUTLET BODY 1 TOP OF SIGNAL STANDARD DUAL PE CONTROL MOUNTING DETAIL 1 f TRAFFIC SIGNAL VIDEO DETCTION NOTES: II '' Y FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMEjON EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) ZQ— FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. J :Iii 00 `a I In I N �I Z W G L J t r� u QF 19L c. a Oy F-I y NIO at V 8J6L MATCH LINE � B aE IRSTALL C-ITN( cvF?_Wf4 SP MODEL 2015, oP-TICoM DETEGTDIZ ON POLE T07 row- 04. f POLE SCHEDULE STANDARD H.P.S. I I.S.N.S.M SIGNAL MOUNTING PPB REMARKS N0. TYPE EIGH IG.M.A. UM.M.A UMINA IRE LEGEND VEHICLE PED HASE I -A 10' — — — — — — TVI-T SPIT 04 L gg 19 -4 -8 30' IS' 12' 20OW I91119doo — MAS WT SPIT 02 POR FUTVR A 5' IF4,A: PRM PROVIDE © I-A 10' — — — — — TV 1-1 SPIT 02 D 4-4.80 30' 35' 15' 20OW '^ <mrai "' MAS MAS SVIT SPIT 08 'F -= 113 -SEE E6 -6R ® I -A 10' — — — — — — TV 1-1 SPIT 08 © I9 -4-80 30' 15' 12' 200W I9tA 9500 — MAS VIT SPIT 06 FOR EFUTURE A25' SIGNAL ARM PROVipE I -A 10' — — — — — VI -T SPIT 06 24 -4-80 70' 1 35' IS' 200W •^ <'NTj+ • MAS MAS pVIT SPIT 1 04 •'F "I'll -GEE E5 -612 *CONFORM TO I.SN.S. LEGEND DETAIL BELOW. CONNECT EVP C6,pA_ -_ # Iwe7TAILA__ GCrY Cc/eN12NEv MODEL 2ro'L OPTIGOM 415GtzlMLNAToR Ito CC*tTFZOL..LER A1fiEMSLY INSTALL DUAL TYPE 3 P.E. CONTROL FOR I.S -N.S. AND LUMINARIES. SEE SPECIAL DETAIL P.P. 1970760E- SO. CA. EDISON �8"U.C. -6" L.C. I.S.N.S. LEGEND DETAIL YPEIIT6l SERVICE, DUAL METERS, SIDE BY SIDE IN SINGLE ENCLOSURE. S_ NAL SERVICE; 2 -•10, LIGHTING; 2 -•12 I.S.N.S., 2- 012 P.E.C, /- tl5GFejC.9a/ND IST. GUY P E FOR 4 -WAY FLASHER (SEE NOTE /O) Z INS ALL TYPE 170 CONTROLLER IN MODEL 332 CABINET 11 " STUB FOR FUTURE INTERCONNECT. _ r� - IV2 "C., 3 -DLC /IC., 2 -DLC I -DLC 2 -E -01 3 L' iD N - �71 -- — 1 -E -01 STRE PAINT 8- STRIPE (DETAIL 381 STANDARD PLAN A20- B. (80'LM6) MATCH LI 142' TO CROSSW cD m OD N � M; N, I Ii iI I E--BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) 7-RA;=1 =1G P 4ASE DIAGRAM f — 1 M6P 06 N,iii 06 •AP Mn pl •� �01 d 06 —' e -1 02P -� + dR r DI a5 02 & 06 04 L 08 01 b 05 `- 02 & 05 45 .BU /L 7- INSTALL VIDEO DETECTION 1 -E -06 WALK `D — 1 _ -7-10.1p1 2 -Z -�%O v, . IC J 11NIIN CAL7-Z4/V5 CQ22EC77C 6 7 -31- CALT2A/V5 CQ2, 6- Cr10V5 F-5 -81 CALTRAA15 CORRECT /ON5 df4i'89 No ,P • DESCRIPTION OF REVISION DATE APPq E "'�'° CITY OF RANCHO CUCAMONGA BEGIN 30' DOUBLE YELLOW TRANSITION TO EXISTING 4 STRIPE END "' TRANSITION MEET EXISTING @ STRIPING 1 I TRAFFIC SIGNAL PLAN 19th STREET AND AMETHYST AVENUE' APPROVED BY: DATE: iii %Y CITY ENGINEER '� —�-s� RC.E NO..? 11 DESIGN RECDMMENDED V.R.L. J.F. DAVIDSON ASSOCIATES, Inc. 3880 LEMON STREET DRAWN RIVERSIDE, CA. 92502 SHEET C.M.M. FA' 91�/ 2^�,�,p G OF CHECKED �* R.0 E. NOS DRAWING I �/y -� DATE FILE NO . DWG. 2369 SHT. 21 OF 24 r FN SCALE I" = 20' -- -- 6 "G - -- -- -- � ?_6_0_' _TRANSIT ION 1 -W -02 0 EXISTING C 85 T O _ CROSSWALK C II/2 "C., I -DLC 1 142' TO - CROSSWALK 2 -W -05 II v I I 616 z II II 4 IloDO S N �I u I CIS• 1 III z Iv N � I N 1 06 \ W -02 -- f I11 /2 "C., 2 -DLC---'— NOTES: PLANS I, ALL WORK AND AND SPECIFICATIONS (JAN. AN SHALL STANDARD 19881 OF THE CALIFORNIA CALLIFORNIA DEPARTMENT OF TRANSPORTATION AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE IN- STALLATION LOCATIONS OF ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. 3. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUT OFF. 4, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDER- GROUND FACILITIES DAMAGED BY HIS OPERATIONS. 5. FLASHING INDICATIONS SHALL FLASH RED ON ALL PHASES. 6. PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE "A ". 7. PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE INDi. ATED. 8. ALL SIGNAL HEADS AND BACK PLATES SHALL BE METAL. ALL LENSES SHALL BE GLASS. LEFT TURN HEADS SHALL HAVE RED, YELLOW AND GREEN ARROWS. ALL VEHICLE INDICATONS SHALL BE 3- SECTION, 12 ". 9. SEE STREET IMPROVEMENTS PLANS FOR ROADWAY CONSTRUCTION DETAILS AND STRIPING PLANS FOR 19TH STREET AND AMETHYST STREET NORTH OF 19TH STREET. SOUTH LEG STRIPING AS SHOWN ON THIS PLAN. /0. EX /5T/NG FOUR -WAY FLA5111NB /ND /CAT /ON 5UPPORr, FLASH /N6 wCNAN /5M AND SERV /CE SHALL BE REMOVED AND DEP05ED OF B✓ rHE CONTRACTOR. I 120/210 SERVILE METERS I 20V SIGNALS 20V LGHTING 120V IISNS SPARE SPARE _ - NEUTRAL SIGNAL AND LIGHTING SERVICE WIRING DIA AZiiAMM 1 MARK SOCKETS -S' FOR SIGNS "L. FOR LUMINAIRES SLIP FITTER TO MATCH O T- CONDUIT OUTLET BODY 1 TOP OF SIGNAL STANDARD DUAL PE CONTROL MOUNTING DETAIL 1 f TRAFFIC SIGNAL VIDEO DETCTION NOTES: II '' Y FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMEjON EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) ZQ— FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. J :Iii 00 `a I In I N �I Z W G L J t r� u QF 19L c. a Oy F-I y NIO at V 8J6L MATCH LINE � B aE IRSTALL C-ITN( cvF?_Wf4 SP MODEL 2015, oP-TICoM DETEGTDIZ ON POLE T07 row- 04. f POLE SCHEDULE STANDARD H.P.S. I I.S.N.S.M SIGNAL MOUNTING PPB REMARKS N0. TYPE EIGH IG.M.A. UM.M.A UMINA IRE LEGEND VEHICLE PED HASE I -A 10' — — — — — — TVI-T SPIT 04 L gg 19 -4 -8 30' IS' 12' 20OW I91119doo — MAS WT SPIT 02 POR FUTVR A 5' IF4,A: PRM PROVIDE © I-A 10' — — — — — TV 1-1 SPIT 02 D 4-4.80 30' 35' 15' 20OW '^ <mrai "' MAS MAS SVIT SPIT 08 'F -= 113 -SEE E6 -6R ® I -A 10' — — — — — — TV 1-1 SPIT 08 © I9 -4-80 30' 15' 12' 200W I9tA 9500 — MAS VIT SPIT 06 FOR EFUTURE A25' SIGNAL ARM PROVipE I -A 10' — — — — — VI -T SPIT 06 24 -4-80 70' 1 35' IS' 200W •^ <'NTj+ • MAS MAS pVIT SPIT 1 04 •'F "I'll -GEE E5 -612 *CONFORM TO I.SN.S. LEGEND DETAIL BELOW. CONNECT EVP C6,pA_ -_ # Iwe7TAILA__ GCrY Cc/eN12NEv MODEL 2ro'L OPTIGOM 415GtzlMLNAToR Ito CC*tTFZOL..LER A1fiEMSLY INSTALL DUAL TYPE 3 P.E. CONTROL FOR I.S -N.S. AND LUMINARIES. SEE SPECIAL DETAIL P.P. 1970760E- SO. CA. EDISON �8"U.C. -6" L.C. I.S.N.S. LEGEND DETAIL YPEIIT6l SERVICE, DUAL METERS, SIDE BY SIDE IN SINGLE ENCLOSURE. S_ NAL SERVICE; 2 -•10, LIGHTING; 2 -•12 I.S.N.S., 2- 012 P.E.C, /- tl5GFejC.9a/ND IST. GUY P E FOR 4 -WAY FLASHER (SEE NOTE /O) Z INS ALL TYPE 170 CONTROLLER IN MODEL 332 CABINET 11 " STUB FOR FUTURE INTERCONNECT. _ r� - IV2 "C., 3 -DLC /IC., 2 -DLC I -DLC 2 -E -01 3 L' iD N - �71 -- — 1 -E -01 STRE PAINT 8- STRIPE (DETAIL 381 STANDARD PLAN A20- B. (80'LM6) MATCH LI 142' TO CROSSW cD m OD N � M; N, I Ii iI I E--BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) 7-RA;=1 =1G P 4ASE DIAGRAM f — 1 M6P 06 N,iii 06 •AP Mn pl •� �01 d 06 —' e -1 02P -� + dR r DI a5 02 & 06 04 L 08 01 b 05 `- 02 & 05 45 .BU /L 7- INSTALL VIDEO DETECTION 1 -E -06 WALK `D — 1 _ -7-10.1p1 2 -Z -�%O v, . IC J 11NIIN CAL7-Z4/V5 CQ22EC77C 6 7 -31- CALT2A/V5 CQ2, 6- Cr10V5 F-5 -81 CALTRAA15 CORRECT /ON5 df4i'89 No ,P • DESCRIPTION OF REVISION DATE APPq E "'�'° CITY OF RANCHO CUCAMONGA BEGIN 30' DOUBLE YELLOW TRANSITION TO EXISTING 4 STRIPE END "' TRANSITION MEET EXISTING @ STRIPING 1 I TRAFFIC SIGNAL PLAN 19th STREET AND AMETHYST AVENUE' APPROVED BY: DATE: iii %Y CITY ENGINEER '� —�-s� RC.E NO..? 11 DESIGN RECDMMENDED V.R.L. J.F. DAVIDSON ASSOCIATES, Inc. 3880 LEMON STREET DRAWN RIVERSIDE, CA. 92502 SHEET C.M.M. FA' 91�/ 2^�,�,p G OF CHECKED �* R.0 E. NOS DRAWING I �/y -� DATE FILE NO . DWG. 2369 SHT. 21 OF 24 *CONFORM TO I.SN.S. LEGEND DETAIL BELOW. CONNECT EVP C6,pA_ -_ # Iwe7TAILA__ GCrY Cc/eN12NEv MODEL 2ro'L OPTIGOM 415GtzlMLNAToR Ito CC*tTFZOL..LER A1fiEMSLY INSTALL DUAL TYPE 3 P.E. CONTROL FOR I.S -N.S. AND LUMINARIES. SEE SPECIAL DETAIL P.P. 1970760E- SO. CA. EDISON �8"U.C. -6" L.C. I.S.N.S. LEGEND DETAIL YPEIIT6l SERVICE, DUAL METERS, SIDE BY SIDE IN SINGLE ENCLOSURE. S_ NAL SERVICE; 2 -•10, LIGHTING; 2 -•12 I.S.N.S., 2- 012 P.E.C, /- tl5GFejC.9a/ND IST. GUY P E FOR 4 -WAY FLASHER (SEE NOTE /O) Z INS ALL TYPE 170 CONTROLLER IN MODEL 332 CABINET 11 " STUB FOR FUTURE INTERCONNECT. _ r� - IV2 "C., 3 -DLC /IC., 2 -DLC I -DLC 2 -E -01 3 L' iD N - �71 -- — 1 -E -01 STRE PAINT 8- STRIPE (DETAIL 381 STANDARD PLAN A20- B. (80'LM6) MATCH LI 142' TO CROSSW cD m OD N � M; N, I Ii iI I E--BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) 7-RA;=1 =1G P 4ASE DIAGRAM f — 1 M6P 06 N,iii 06 •AP Mn pl •� �01 d 06 —' e -1 02P -� + dR r DI a5 02 & 06 04 L 08 01 b 05 `- 02 & 05 45 .BU /L 7- INSTALL VIDEO DETECTION 1 -E -06 WALK `D — 1 _ -7-10.1p1 2 -Z -�%O v, . IC J 11NIIN CAL7-Z4/V5 CQ22EC77C 6 7 -31- CALT2A/V5 CQ2, 6- Cr10V5 F-5 -81 CALTRAA15 CORRECT /ON5 df4i'89 No ,P • DESCRIPTION OF REVISION DATE APPq E "'�'° CITY OF RANCHO CUCAMONGA BEGIN 30' DOUBLE YELLOW TRANSITION TO EXISTING 4 STRIPE END "' TRANSITION MEET EXISTING @ STRIPING 1 I TRAFFIC SIGNAL PLAN 19th STREET AND AMETHYST AVENUE' APPROVED BY: DATE: iii %Y CITY ENGINEER '� —�-s� RC.E NO..? 11 DESIGN RECDMMENDED V.R.L. J.F. DAVIDSON ASSOCIATES, Inc. 3880 LEMON STREET DRAWN RIVERSIDE, CA. 92502 SHEET C.M.M. FA' 91�/ 2^�,�,p G OF CHECKED �* R.0 E. NOS DRAWING I �/y -� DATE FILE NO . DWG. 2369 SHT. 21 OF 24 I• It I I 1 Y I O W m In O W w o: W w F W Q Q O MCI Tcialwcon 15, V.t IA W IVC V I 1 cc ~ f W W : ... 1z 10 iW l V u I u, W I � d W I I fY b , ( 1 1 06P 6 I o� 04 OS � ` -" 06 04P , I s ; `• J 01 OR 02 ' CD -- 08P r :W U <, W .o, J I J Ip W 1 1 at PHASE DIAGRAM B- -BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) T VAULT (SCE) 120/240 VOLT 400' TO X -WALK --------------- - - - - -- r 2'• PVC. /��' TELEPHONY CABLE N ' nt J 285' TO i{ '-X-WALK" w 212U c � 212L 1 -W -02 m u 3 "C W \ 7 R/W 8 - E - Y ------- - - - - -- 120' TO X -WALK 42' X -W 13U R/W C I%2" C. 2 DL( 1 VIZ sll., .J 71>sa C. 3 DLC stied I.l 31•c 9TH STREET AN 9 2 -W -05 _ 5J9U 1 -05 2 -W -02 2 -W -02 LL� I " C. 4 R/W •J 3 CONSTRUCTION NOTES a INSTALL TYPE III -CF SERVICE 'EQUIPMENT ENCLOSURE SEE STANDARD PLANS ES -21F FOR DETAILS. USE ITEMS R/W OI THROUGH CO, 15 THROUGH 17. 0 THROUGH ©• 0 INSTALL OUAO ACIA ITOE CONTROLLER WITH C2S CABLE. AND INTERNAL MODEMS. Q EXISTING STREET LIGHTING POLE TO BE REMOVED BY SOUTHERN CALIFORNIA EDISON. Q 03 LOOPS TO BE PROGRAMMED TO 08. D5 07 LOOPS TO BE PROGRAMMED TO 04.. ® EMERGENCY VEHICLE PREEMPTION SYSTEM TO BE SAT#- FURNISHED TO THE CONTRACTOR FOR INSTALLATION. 1 r1 7� STEP DOWN TRANSFORMER TO PROVIDE 120/240 VOLT 100 A SERVICE TO BE FURNISHED AND INSTALLED BY SOUTHERN CALIFORNIA EDISON. A !oi ` 8❑ CONDUCTORS TO BE FURNISHED AND INSTALLED BY SOUTHERN CALIFORNIA EDSION. �~ 90 INSTALL R34 SIGN ON SIGNAL MAST ARM, IN� NOTE.: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. Z 2'�I'l.' 1 4',! 1 FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES L I 1 I _I 06P 6 06P 04 OS � ` -" 06 04P I T CC-CE -$2 -Pr 1 01 OR 02 ' -- 08P 02M -- - 02P 02P 08 PHASE DIAGRAM B- -BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) T VAULT (SCE) 120/240 VOLT 400' TO X -WALK --------------- - - - - -- r 2'• PVC. /��' TELEPHONY CABLE N ' nt J 285' TO i{ '-X-WALK" w 212U c � 212L 1 -W -02 m u 3 "C W \ 7 R/W 8 - E - Y ------- - - - - -- 120' TO X -WALK 42' X -W 13U R/W C I%2" C. 2 DL( 1 VIZ sll., .J 71>sa C. 3 DLC stied I.l 31•c 9TH STREET AN 9 2 -W -05 _ 5J9U 1 -05 2 -W -02 2 -W -02 LL� I " C. 4 R/W •J 3 CONSTRUCTION NOTES a INSTALL TYPE III -CF SERVICE 'EQUIPMENT ENCLOSURE SEE STANDARD PLANS ES -21F FOR DETAILS. USE ITEMS R/W OI THROUGH CO, 15 THROUGH 17. 0 THROUGH ©• 0 INSTALL OUAO ACIA ITOE CONTROLLER WITH C2S CABLE. AND INTERNAL MODEMS. Q EXISTING STREET LIGHTING POLE TO BE REMOVED BY SOUTHERN CALIFORNIA EDISON. Q 03 LOOPS TO BE PROGRAMMED TO 08. D5 07 LOOPS TO BE PROGRAMMED TO 04.. ® EMERGENCY VEHICLE PREEMPTION SYSTEM TO BE SAT#- FURNISHED TO THE CONTRACTOR FOR INSTALLATION. 1 r1 7� STEP DOWN TRANSFORMER TO PROVIDE 120/240 VOLT 100 A SERVICE TO BE FURNISHED AND INSTALLED BY SOUTHERN CALIFORNIA EDISON. A !oi ` 8❑ CONDUCTORS TO BE FURNISHED AND INSTALLED BY SOUTHERN CALIFORNIA EDSION. �~ 90 INSTALL R34 SIGN ON SIGNAL MAST ARM, IN� NOTE.: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. Z 2'�I'l.' 1 4',! 1 FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES L I 1 I _I � c QINSTALL VIDEO DETECTION TRAFFIC SIGNAL SYSTEM I 1 -E -06 — ` vCAa 12' 14' I T CC-CE -$2 -Pr IAEv. 7/111 D • � c QINSTALL VIDEO DETECTION TRAFFIC SIGNAL SYSTEM I 1 -E -06 — 12' 14' I T v@� O Li NI C I J Ip tD to ly I v P N r 11 v13 I ME u >3-W-02 1 V 01 I ! 4 I oTe - 2. Q � i 1 � I 7 Ox r _J 7 c� .. x x Lui j clI J R/W 1ST COUNTY ROUTE ° ^'L ancc• -VIAL TOTAL PA CD T NO. ISNEETS 081 SBd J30 7.0 1 8 1 1 f GISTEREO ELECTRICAL fillitINEER Lp o4 JON PATZER °- 3 -18 -96 E13302 PLANS APPROVAL DATE E.9.3/31/98 7tr State of ColtforrJo or Its offkcra or A El[CtRlt cows AAVIIIw to resomwelle for Ire oCNmv J. or cowwo s d rteOtr"c ewe, of 1 5 don `tar,., SEE SHEET E -2 FOR FOUNDATION INSTALLATION DETAILS r� II C. 4 DLC O 06 _..- .------- _.r 2 -E -01 •I %2" C. 4 DLC R/W I%2" C. 3 DLC I %2" C. 2 1 Z r�T rN I 2 -E -06 � I I 1 " C. 3 DLC IV 2" C. 2 OLC r R/W 1 s � ZL � c QINSTALL VIDEO DETECTION TRAFFIC SIGNAL SYSTEM I 1 -E -06 — 1 N I T X-WArK Li NI - R/W TRAFFIC SIGNAL VIDEO DETECTION NOTES: El—FURNISH AND INSTALL ITERIS VANTAGE VECTOR ON EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION. INSTALL VIDEO CABLES IN EXISTING CONDUITS. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) [fl--FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. W w u u O O N0. REVISION: DATE: QINSTALL VIDEO DETECTION TRAFFIC SIGNAL SYSTEM 11 Li USERNAME •> $USER OG`I FILE •? $REOUEST As -BUyftT WW 0 0 W W, SIGNAL AND LIGHTING ID SCALE: 1 •20' E _ i CU 08212 EA 389701 DWG. 2369 SHT. 23 OF 24 CONDUCTOR SCHEDULE A.W.G. SIZE PHASE POLE OR RUNS OR CABLE SIZE N0. CIRCUIT 1 A, 2 3 4 n LA n L8� n L7� 8 Q C 4�'' POLE OA 2 1 1 -S -03 1 1 POLE 2 1 0 12 2 3 1 1 -W -05 MAST ARM 1 2 1 -E -06 1 2 4 1 1 -N -07 7 1 2 1-S-08 8 3 N ZP POLE O 9 3 1 1 2-)k-02/ 10 4 1 1 4 11 3 1 SV -1 -T 1 1 12 4 7 1 2-Y(-05\ 13 3 2 E -06 14 4 8 1 -N -07 D0 6rP 4 POLE OC 2 1 1 1 1 1 1 9 1 3 -W -07 1 1 C N T D 4P POLE OD 1 / 1 1 1 3 -S -08 2 1 - 6 4 -N -04 1 1 1 1 4-S -08 32 2 1 2 8 .5' POLE O 44 12• 1 EVP 02 & 06 EVP 3 Z, /I 1 R C 6 15 3• 9 1 EVP 04 & 08 EVP 5 - SV -2 -TA 2 1 S 0 6P POLE O - 1 1 1 1 3 8 1 1 1 1 2.5' - 10' SV -1 -UM 3 -MAS I SP -1 -CS 6 f 20OW 19th ST S 2 8 POLE OG 1 1 1 1 8i'' POLE O 15 - 15' 5' 10' - SV -2 -TA 1 SP -1 -CS 4 —� 20OW - G 24 -4 -80 35' 15' 2.5' 1 TOTAL CABLES 12C/3C 1 1 2 2 3 3 4 4 1 1 2 2 3 3 8 8 12 I.I.S.N.S. - 2 2 2 2 2 2 - 10 LUMINAIRES 2 2 2 2 2 2 2 - SV -2 -TA 01 DETECTOR SP -1 -CS 2 20OW 2 2 2 2 02 DETECTOR 3 3 3 03 DETECTOR 2 TYPE 04 DETECTOR 4 4 4 4 4 C 05 DETECTOR 2 2 2 D.L.C. 06 DETECTOR 2 2 2 2 07 DEFECTOR 2 2 2 2 08 DETECTOR 4 TOTAL D.L.C. 6 6 11 11 4 4 4 19 E.V.P. CABLE 1 1 2 1 1 4 CONDUIT SIZE (IN.) p1 (N) 3 (N) 3 (N) 4 (E) 3 (E) 3 (E) 3 (N) 2 -4 2 2 LX�INDICATES EXISTING CONDUIT RUN (E) INDICATES EXISTING QINDICATES NEW CONDUIT RUN (N) INDICATES NEW DETECTOR SCHEDULE 03 SENSOR I DETECTOR I CONTROLLER INPUT LOOP ER CH NEL N0. KCHANNEL 1 1 1 -E -01 1 1 05 06 1 -W -02 2 2 2 1 1 -S -03 3 1 POLE 2 1 -N -04 4 3 3 1 1 -W -05 MAST ARM 1 2 1 -E -06 6 2 4 1 1 -N -07 7 1 2 1-S-08 8 3 5 1 E -01 9 3 2 2-)k-02/ 10 4 6 1 2-S\OX 2-S\0 11 3 1 SV -1 -T 2 2 -N 12 4 7 1 2-Y(-05\ 13 3 2 E -06 14 4 8 1 -N -07 15 3 10400 2 2 -S -08 16 4 9 1 3 -W -07 18 4 SP -1 -CS 2 3 -N -04 IRO 2 10 1 3 -S -08 2 2 - 2 4 -N -04 28 2 11 f 4-S -08 32 2 2 SPARE 44 12• 1 EVP 02 & 06 EVP 3 ` N 2 EVP 02 & 06 EVP 4 15 3• 9 1 EVP 04 & 08 EVP 5 - SV -2 -TA 2 EVP 04 & 08 1 EVP 6 " EVP DISCRIMINATOR PHASE DIAGRAM W 01 02 03 04 OIL ®� and equipment. -t= - - POLE B - ESL I - New pole and equipment. 05 06 07 1 08 S N E SCALE 1" -20' m o s 10 20 40 I I E -BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT ADVANCE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) TOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) ---------- DETAIL ---------------------- - - 1 / HAVEN �- 1 -5 -13 2 -5 -03 A=;G - -- - - ---- --- - - - - -- -- ------------ ------ - - -- C . 306 -- z - - Ex. 1.5'. 1 OLD 1£11 POLE AND EQUIPMENT REVISIONS POLE A - New pole and equipment. -t= - - POLE B - Replace existing 1 -A pole with new TYPE 15 pole and luminaire on new foundation. new New pole and equipment. existing foundation. POLE D - new EVP detector on signal most arm. POLE H - Replace existing 1 -A pole with new TYPE 15 pole and ew pole an d equ pment. OL PE E - Existina Dole and eauipment. Add new EVP detect., as and salvage existing - pole mounted signal head. Install new' signal PLACEMENT DIMENSIONS head per Detail "A" on existing SV -1 -T mounting 04 5 -t= - - �- , 31 POLE F - Replace existing 1 -A pole with new TYPE 15 pole and luminaire on existing foundation. POLE G - Existing pole and eqquipment. Add new EVP detector on signal most arm. POLE H - Replace existing 1 -A pole with new TYPE 15 pole and luminaire on existing foundation. 21 2 POLE AND EQUIPMENT SCHEDULE POLE SIGNAL STANDARD PLACEMENT DIMENSIONS SIGNAL MOUNTING PED PUSH 04 5 -t= - - �- , 31 32' 14' 13' BUTTONS HIPS 12' NO. LUMINAIRE I.I.S.N.S. LEGEND ESCRIPTIO SIGNAL LUMINAIRE •C" "8• °E° POLE MAST ARM POLE REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE ARROW VIDEO SYSTEM) L MAST ARM MAST ARM EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S 1� VEHICLE VEHICLE PEDESTRIAN 0 � I. I DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER I VIDEO SYSTEM) i I AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS I Ij tlI� 29 -5 -80 1 55 15' 3' - 5' 1 SV -1 -T 3 -MAS SP -1 -CS 2 20OW t9 - AI e I 3 10400 B 15 - 15' 3- 5' - SV -2 -TA - SP -1 -CS 4 III 20OW - C 24 -4 -80 35' 15' 3' - 5' SV -1 -T 2 -MAS SP -1 -CS 4 f 20OW Haven AVE 44 44' ` N 6700 D 15 - 15' 1 10' 7.5' - SV -2 -TA - SP -1 -CS 6 200W - E; 29 -5 -80 55' 15' 2.5' - 10' SV -1 -UM 3 -MAS I SP -1 -CS 6 f 20OW 19th ST 10500 F 15 - 15' 5' 10' - SV -2 -TA - SP -1 -CS 8 —� 20OW - G 24 -4 -80 35' 15' 2.5' - 12' SV -1 -UM 2 -MAS SP -1 -CS 8 7— 20OW aven AVE 6600 H 15 - 15' 4' 5- - I SV -2 -TA - I SP -1 -CS 2 20OW - —+• W LLJ.NA. JNALL UL MDUNIEU UN A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SHEET 1 OF 4. ;X% INDICATES EXISTING POLE & EQUIPMENT. O INDICATES NEW POLE & EQUIPMENT. mi, + NOT USED i ___• __ Y'�s1 Li ;AB; I ;AB 04 5 -t= - - �- , ___• __ Y'�s1 44' i 04 5 32' ',_- -- --- S ----- --- -- -- -- -- - -- 31 32' 14' 13' 11' DETAIL •A• 12' AND INSTALL ITERIS VANTAGE VECTOR ON EXISTING LUMINAIRE OR s - -- - `-' - - - -- SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION. INSTALL VIDEO III CABLES IN EXISTING CONDUITS. CONTRACTOR SHALL TAKE ALL DUE. 2-E 06 lul W •� REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) L FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S 1� gtl AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL � I. I DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER I VIDEO SYSTEM) i I AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS I Ij tlI� ___• __ Y'�s1 i 04 5 ` e � I ',_- -- --- S ----- --- -- -- -- -- - -- 31 3 .I M - - - -- ------ G -------- ----------- DETAIL •A• 004 AND INSTALL ITERIS VANTAGE VECTOR ON EXISTING LUMINAIRE OR s - -- - `-' - - - -- SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION. INSTALL VIDEO III CABLES IN EXISTING CONDUITS. CONTRACTOR SHALL TAKE ALL DUE. L3 ,S -03 3 -S -08 DETAIL "A- Y - -- - - - - -- G ------- -- - - ----- ...... II 02+03 'r%7 02 ro 05 ( U Y 3 3 e DETAIL •A^ aws CONSTRUCTION NOTES Q — Furnish and install ECONOLIE ASC /2S -2100 controller assembly with detector sensors, battery backup and auxiliary equipment in a Type °R" cabinet. Furnish and install fiber optics modem in controller per manufacturer's specifications. See Special Specifications. ❑2 — Furnish and install TYPE III -BF Service Equipment Enclosure with one 50A -IP circuit breaker for metered signals, two 3OA -IP circuit breakers for unmetered lighting and one 15A -IP circuit breaker for metered I.I.S.N.S. See Special Provisions and City Standard 407. Q3 — Furnish and install 2" conduit and fiber optic cable with #6 pull boxes at 600' maximum to the intersection of Haven Avenue and Base Line Road (2500 "d:). See Special Provisions. 4 — All vehicle and pedestrian signal faces shall be LED. See Special Provisions. R73 1 -N -07 ir; I :AB: NEW 14'0, 1 OLD -------------- W O AVENUE I ',_- -- --- S ----- --- -- -- -- -- - -- S --- ---------- - -- - -- ------------ -- - - -- S— -- ------------ ... .-- ------ S - -- ---- ---- ---- --� y - - - -- ------ G -------- ----------- C GNAL VIDE DET TION NOTE ______ _____ ___________ __ ________ __ E]—FURNISH AND INSTALL ITERIS VANTAGE VECTOR ON EXISTING LUMINAIRE OR s - -- - `-' - - - -- SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION. INSTALL VIDEO III CABLES IN EXISTING CONDUITS. CONTRACTOR SHALL TAKE ALL DUE. 2-E 06 lul ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER •� REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) L FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S 1� INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL � I. I DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER I VIDEO SYSTEM) i I AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. ° AI e I 3 'irh j III 15: 1 11' S 32'12 32'4 44 44' ` N C - ir; I :AB: NEW 14'0, 1 OLD -------------- W O AVENUE INSTALL VIDEO DETECTION TRAFFIC SIGNAL SYS. 11111114 N0. DESCRIPTION OF REVISION DATE I C" AC SPIED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL MODIFICATION PLAN HAVEN AVENUE AND 19TH STREET Qµ0F La5101,.. APPROVED BY: R.C.E. 49 3 RECOMMENDED e CITY ENGINEER - DAT 2 DESIGNL.S.E. LAWRE MCE S. EISENHART SUBSECTION SHEET No. 13493 'a CONSULTING ENGINEER -4-OF--!! Exp. 3 -31 -05 * DRAWN 2070 Locust Court PROJECT SHEET CIV L.S.E. San Bernardino, California 92404 Tel: (909) 864 -5406 Fax: (909) 864 -5047 -3-001`25—1 Q` CALYt CHECKED / DRAWING NO. IAA( < DWG. N ',_- -- --- S ----- --- -- -- -- -- - -- S --- ---------- - -- - -- ------------ -- - - -- S— -- ------------ ... .-- ------ S - -- ---- ---- ---- --� --- -- - - - -- ------ G -------- ----------- C GNAL VIDE DET TION NOTE ______ _____ ___________ __ ________ __ E]—FURNISH AND INSTALL ITERIS VANTAGE VECTOR ON EXISTING LUMINAIRE OR s - -- - `-' - - - -- SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION. INSTALL VIDEO CABLES IN EXISTING CONDUITS. CONTRACTOR SHALL TAKE ALL DUE. CARE OF PROTECTING EXISTING CONDUCTORS. REMOVE EXISTING DLC'S E Q IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) L FURNISH AND INSTALL ITERIS RZ4 -AWDR VIDEO DETECTION CAMERA ON EXISTING LUMINAIRE OR SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE PELCO BRACKET IF INSTALLED ON SIGNAL MAST ARM. REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM) [K[—FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT ( ITERIS VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. INSTALL VIDEO DETECTION TRAFFIC SIGNAL SYS. 11111114 N0. DESCRIPTION OF REVISION DATE I C" AC SPIED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL MODIFICATION PLAN HAVEN AVENUE AND 19TH STREET Qµ0F La5101,.. APPROVED BY: R.C.E. 49 3 RECOMMENDED e CITY ENGINEER - DAT 2 DESIGNL.S.E. LAWRE MCE S. EISENHART SUBSECTION SHEET No. 13493 'a CONSULTING ENGINEER -4-OF--!! Exp. 3 -31 -05 * DRAWN 2070 Locust Court PROJECT SHEET CIV L.S.E. San Bernardino, California 92404 Tel: (909) 864 -5406 Fax: (909) 864 -5047 -3-001`25—1 Q` CALYt CHECKED / DRAWING NO. IAA( < DWG.