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HomeMy WebLinkAbout1787-TS rp fin INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE GENERAL NOTES * IF X = 10' USE THESE DIMENSIONS O - — ** IF X = 11' USE THIS DIMENSION WITH OTHER X DIMENSIONS w 1. Traffic signal and highwaysafety lighting systems per CALTRANS Standard Plans and _:d4Standard Sal dted Jul 1992 as shown on the Ions and in I the S ecial P Y P P E.C.R Provisions. � p R CROSSWALK •� � � DOUBLE YELLOW STRIPE STRIPE ` 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic OR MEDIAN CURB FACE OR Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends LIMIT LINE O to city stencils. Reflectorize all signs, stripes and legends. FIVE SECTION � � 29* SIGNAL HEAD O 2, 3. Pavement markers and painting procedures for striping per Standard Specifications for 3'** Public Works Construction, latest edition. THREE SECTION "B" -"B" SIGNAL HEAD �G 4. Locate all substructures prior to construction. Hand dig foundations until clear of #* O obstructions. Coordinate ole installations with overhead utilityor substructrure REFER TO PLAN FOR REMAINING LOOPS r P * 5 ' X O owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from a search of available records. The Contractor shall conduct his operation in such a manner as to protect not onl the utilities and substructures s shown, but other utilities LEFT TURN LANE 3#* or substructures that may not be shown on these plans. U 8" WHITE TURNING LANE LINE m5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final TERMINAL COMPARTMENT X_6' placement. Perform preliminary striping layout prior to loop detector layout. 2 POLE LOCATION CODE 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as shown. FIVE SECTION SIGNAL _HEAD �`' 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 10 EXACT LOCATION BY ENGINEER IN THE FIELD MOUNTING X 6 50 amp Petered), illuminated signs {one 15 amp me)red), and safety lighting one DETAIL 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and scheduling well in advance of need. 7 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be X-6, the Contractor's responsibility to provide the correct conductors required for the INSIDE THRU LANE 2 intended operation. NOTE: 4" LANE LINE OR 8" TURNING LANE LINE ALL SECTIONS 12" 3' R NOTE: 10' Y ALL SECTIONS 12" 6 O „ ST 3 GF(A) 16X 811��_61C 2" OUTSIDE THRU LANE » Y 040a4 UTILITY COMPANY TEL. NO. �A <A O 5 1 0 T Le �G ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 A GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 PHONE - VERIZON CORPORATION (909) 608-1230 PACIFIC TELEPHONE MAS-5A 5A WATER - CUCAMO GA COU COUNTY WATER DISTRICT (909) 987-2541 DETAIL "A" LOOP DETECTOR PLA EMENT SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 R,Y,G = 02, 04, 06 or 08 . _ _. CABLE T.V. - COMCAST CABL.EVISION 909 890-0886 I. I. S. N. S. LEGEND DETAIL ( ) YA,GA = 01, 03, 05 or 07 --- --- ---- UNDERGROUND SERVICE ALERT (800) 227-2600 REFER TO PLAN FOR DISTANCE SIGNAL DISPLAYS TO ADVANCE DETECTORS SINGLE INPUT / REMOVABLE EMERGENCY VEHICLE -::; STEEL CAP �►dIIN7rY �All1JgNAJ�dIN� PREEMPTION DETECTOR 8.-0" ARM LENGTH „ w /tel L 60 24 1/2- To 3/4" SEE " 24" 12" „ INDEX O F SHEETS REDUCER SIGN TAB DETAIL - –CL - - - - - III 1 + 1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS PELCO AB-0155-L HUM 2 OF 2 TRAFFIC SIGNAL PLAN or OR AB-0132-L Will AYM Milliken Avenue and Banyan Street ST � COUPLING AT iiiO TTBOOM-FOR MAST ARM SIGN WIRING (NIPPLE & 6'-0" CONNECTORS OR " -� 6" BY OTHERS) 81 NOTE: LB CONDULET, STO CABLE, HANGING %%=— HIGHLAND AVENUE HARDWARE & SIGN BY OTHERS ARM TUBE SIZE GENERAL NOTES 30 I-)A "° ',SMEET MAST ARM LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS SHAFT Steel of 48,000 psi minimum yield after fabrication 5 8'-0" 2 3/8" x 3 1/2" x11 GA. �] ,f R" GMSTREET MOUNTING CLAMP FOR E PLATES ASTM A-35 Steel ASTM A-36 Steel J �d GES ROM BASE urs do FLANGES CLAMP I M A-36--53 Grade BSteel W/4 BOLTS MATERIAL PECIFICATIO Ste,, r. Aa�n EVP OPTICAL DETECTOR (ASTM A-307) WELDS round flush with base metal _ NOTE: SPECIAL PROVISIONS F O R LONGITUDINAL All welds shall conform to AWS D1.1 weld , ' SIGNAL POLE WELDS specification r _ - - - ---- - - AI �I7'Y THIS WORK ARE ON FILE IN DIAMETER ABOVE T FINISH COATING ; VENUE I � THE OFFICE OF THE CITY FINISHED GRADE STRUCTURE Hot dip galvanized per ASTM A-123 "'� �' ENGINEER. H WA Hot dip galvanized per WM A-153 FOOTHU 66 FOOTH L eouLrvAr:D EXIST. C & G SIGN CRITERIA 1" STRUCTURE do In accordance with the Specification for Structural � HARDWARE Supports of Highway Signs, Lummares and Azov � ROUTE all it CLAMP Traffic Signals. AASHTO 1994AR" Ill z EXIST. C & G 1ACCEPTED�, 15 N0. DESCRIPTION OF REVISION DATE CITY 0 WELDING In accordance with the Specification for Structural "R" CAB. 0 "R" 3 2 1 1/2- DIA. Supports of Highwayy Signs, Luminares and Ill4„ CAB. 4» HOLE R NED Traffic Signals. AASHTO 1994 CITY O F RANCHO CUCAMONGA z a . PAD ° SIGNAL POLE CLAMP DIA HOLE IN 91IM ]"Y LW TRAFFIC SIGNAL VARf� IES ELECTRICAL DETAILS a 3" CLAMP SUPPLIED 10" o � 8 WITH A TYPE "F" _ 16UNC BLUNT � ARM PLAN SECTION _ P��OINT TAPPING " �� MILLIKEN AVENUE AND + 3 SCREW (PILOT HOLE RAD. (HOLD) TO BE FIELD AS REQ D. My LV MrJIN0 BANYAN STREET DRILLED) _ !! !! NOTCH OR DRILL 1" DIA. HOLE - - RAD. 1" 1" QROFESS/ APPROVED BY: DATE:/' RECOMMENDED FOR DRAINAGE W/GROMMET 4 4 —R--{ �� t�0 l TYPE R CABINET FOUNDATION A N " 2 � s £ F CITY ENGINEER � R.C.E. 4953 y D IN POLE 9 DIA. TRAFFIC SIGNAL LOCATION � 'sF , `� (FIELD DRILLED) 16 DRILL ������������������ 3� DESIGN LAWRENCE S. EISENHART SHEET PAD DETAIL CLAMP DETAIL SIGN TAB DETAIL / No. 13493 L.S.E. CONSULTING ENGINEER _1__OF 2 LOCATION MAP Exp. 3-31-05 DRAWN 2070 Locust Court PROJECT SHEET HORIZONTAL I.I. S. N. S. MAST ARM San Bemordino, California 92404 NOT TO SCALE / s�q�, c►vl�- ,�P L.S.E. Tel: 909) 864-5406 Fax: (909) 864-5047 oc•r1 of oe-�a of CAS CHECKED DRAWING N0, ENCE S. HART R.C.E. 13493 2k l �- I 'I i CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE N „ PAINT SIGNAL PLACEMENT PED PUSH IK PUSH A.W.G. SIZE RUNS AHEAD MARKING I I I I 3 POLE SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BIKEHPS S BUTTONS BUTTONS OR PHASE POLE OR O Y INSTALL W41 ; , I.I.S.N.S. Q 1�& AJA4 Q Q Q Qg D ' a DESCRIPTION C B E POLE MAST ARM POLE ARROW ARROW LUMINAIRE LEGEND CABLE SIZE NO' CIRCUIT 1 b ~ J ; I N0. M SIGNAL NAARM MAST ARM ” '� " * " VEHICLE VEHICLE PEDESTRIAN 0 0 0 3 I W E , A 15 - 15 3 7 - SV-2-TA - SP-1-CS 4 4 POLE OA 1 1 1 1 `� � —� 2 �— 200W - C 4,7 zi 1 1 p o � - 7' SV-1-T MAS5A SP1CS 2 � - W Miliken 2POLE BO 1 1 W Y I 1-N-trsI 1pCL U I C 15 - 15' 3' 7' - SV-2-TA - SP-1-CS 2 8 20OW 12 0_ a I III —� �- - O am .1 1 1 If N 8 2 POLE C 1 1 1 1 0 ' , D 29-5-80 50' 15' 3' - 7' SV-1-T 3-MAS SP-1-CS 8 �- - - 20OW Banyan ST 11300 U 2,5 POLE DO 1 SCALE 1"=2 0 In 3 so ' 6o E 15 - 15' 3' 7' - SV-2-TA - SP-1-CS 8 —� 6 �- 20OW - C C 8 1 10 0 5 10 20 40 N x 4 I I 7' AVE 1 1 F 19-4-80 30' 12' S' - 7' SV- MAS-5A SP-1-CS 6 �_ - - 200W Milliken 000 T p POLE 0 .. p 8 1 1 - - ---- G 15 - 15' 3' 7' - SV-2-TA - SP-1-CS 6 —� 4 �_ 20OW - N 3,8 1 1 1 I I S D 6 POLE OF 1 1 1 H 29-5-80 50' 15' 3' - 7' SV-1-T 3-MAS SP-1-CS 4 - - 20OW Banyan 11 ST 200 C 8 6 POLE O 1 1 1 1 1 1 1 1 i , I 1-A-7' - - 22' 0' - - - - 4 - - - LA E 11' 11' tF3 10' 4' 13' 11' 11' B �— LA T 1,6 , , , , , CONSTRUCTION NOTES 1-A-7' - - 19' 5' - - - - 4 - - - - POLE HO ' 5 0 4 1 1 1 1 1 " " I , 1-N 1 K P.P.B. POST - - 3' 8' - - - - - - 4 - R - - - - - a — Furnish and install 8 phase NEMA Type 90 controller assembly with I S 4 POLE O 1 1 1 1 detector sensors and auxiliary equipment in a Type "R" cabinet. The I * I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SHEET 1 OF 2. exact location to be determined by the Engineer. See Special , 4 POLE Provisions. I * * BIKE BUTTON WITH BIKE SYMBOL SIGN MOUNTED WITH BUTTON ABOVE SIGN PLATE ON STREET SIDE OF POLE. Ll 2 3 yl 4 3 2 Ll Furnish and install TYPE III-BF Service Equipment Enclosure with one * * * HORSE BUTTON WITH HORSE SYMBOL SIGN MOUNTED AT 7' ABOVE GRADE. TOTAL CABLES 12C 5C 50A-IP circuit breaker for metered si nals tw OA-IP it i r kJ/ g 0 3 c cu t b ea ers o I SCE HANDHOLE 3 4 5 4 3 for unmetered li htin and one 15A-IP circuit breaker for metered g SERVICE POINT 12 I.I.S.N.S. - 2 2 - 2 2 2 2 I.I.S.N.S. See S ecia( Provision n Standard 4 � I ( ) Provisions and Ci Sta dad 07. P City N 10 LUMINAIRES 2 2 2 - 2 2 2 2 1 DETECTOR 2 2 ® — Furnish and install single input EVP Optical Detector on signal mast I 3"c do 2#s arm per detail on SHEET 1 OF 2. Phases shall be as shown on the —2 -� 7' �- �1 '� 7' � - 02 DETECTOR 3 3 3 3 plan. 03 DETECTOR 2 2 ; 2 6087 Milliken Ave. TYPICAL 30' MAST ARM TYPICAL 25' MAST ARM 4 Furnish and install R73-7 sin 36 x45 per CALTRANS Standard w ❑ 9 � � P I INSTALLATION DETAIL INSTALLATION DETAIL TYPE 04 DETECTOR 2 2 2 2 ES-6T, Detail U. , 2 c, 2#s (SERVICE) o C �5 DETECTOR 2 2 2 2 I _ D.L.C. �6 DETECTOR 3 3 ❑5 — The Contractor shall pot hole proposed foundation location and make I - - - - - - - -�- - - - -;� - - - - - - f - - - -I- - - - 07 DETECTOR 2 2 2 2 any horizontal adjustments necessary to insure that the foundation will , 5 2. C 2#10 (LIGHTING) not conflict with existing storm drain or underground utility. 2_ •6 I I �, 2 (I.I.S.N.S.) 08 DETECTOR 2 2 I 3-N-86 I JOINT TRENCH I 4 TOTAL D.L.C. 5 5 9 18 9 4 4 - © — Existing street light and no parking sign to be removed by others. ; '� I I I _ D - - - - - - APPROX. 450' TO EVP CABLE - 1 1 4 2 2 11 1 a — Remove and salvage existing R1 sign and post. JOINT TRENCH E 3 m BACK OF X-WALK • o / 1 1 z CONDUIT SIZE l I N.) 2 2 3 j 4 2-4 4 2 4 3 2 ® — For transition to full width see Plan OC-10. - - - - - - _ - 10 10I ' ! 13' I s 257' TO Z Q I 5 I I I X-WALK 3 3 0< 02 lO in 42 •2 I , C 1 1/2"C,1 DLC >J N til F I e5 '� I 3 i11 _ LANE R W �? Q a �- I 05 - - - - - - - - 02 —E-- - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 11 _I_ _ I SEE �+�JL i� - - - - - - - - - -8"W- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i8- - - - - - - - - - - - - - - - -T -� - - -16 - - - - - - - - r,- - � - - - - - - - -96"V� - - - - - - - - - - - - - - - - - - - - - - - - -°r - - - - - - - - - - �6"VIr- - - - - - � JOINT TRENCHuj - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I- U- M 1 - i i N 120"MWD , N 120"MWD 7 03 3 i8 ' i 120"MWD Sta. 10+00.00 Banyan Street I t % 120"MWD 120"MWD j' N 1 50' t , Sto. 36+57.49 Milliken Avenue I r , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - � - - — — — — — — — — — — — — —I- - - - - - - - - - - - - - - - - - - - - - - - - -N- -E - - - o 4,F5,61-30-' 5x6 15' 5x6 _' 4 I o fO77 — 4 I 5x6 15'� 5x6 30' 5xs — r ,n \ - - 50' s ^ : N \\\ ; ; t 84 JOINT TRENCH _ 3 1 T I \` 07� MAS- Z N f8- - - - - - - - - — — - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - \31 - - - - - - N I ` II I - - - - - - - - - - - - - - - - - - - - - -I- � \ r - - - - - - - - T - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -3"G-- - - - - - - - - � �'��2��4 I \\ I I I I O \ I " • _ SEE DETAIL , - - 03 do 48 ' - - - - - - - - - - - - - - �- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - - - -`- -- - - - - - - '- - - - - I - - - - - - - -E/T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -E/T- - - - - - - - - - UrML .. 1APIE ,-. =.or _ x _ _ =.c _ z c = = y.t—'_•= _ _ _ _ _ _ _ _ _ _ - �. \\ ' 1 r\ ' •'B ..r .. .. , .. •1 \ PAINT LO�rr UNE S.. •, .. '•• 'yam T•• 1 Ili. T I \ \\ \ \ I I ,`w• y y .\.�• .` t '. .t••• , .. T T t 04P \� \ $ 7 _� - -- _ _ - I J ti. c. • , _ y ` . 1 / \\ \ I - - - -- - - _\ _ 17 6 - - - - I 5 2#14 I R WR W I s U J 1 1/2"C,1 DLC OI I �ri �3, i 0 t\ w 1 �z a FUTURE CURB 2 c, 2#14 t` _ - _ U N N a �z 3� 257' TO � _ _ _ _ _ _ - I I x 3' Ki r•i - yv� 3 W _- _ - - - (n C.� X WALK - BCR :5P W J " M I O >_j INSTALL 1 1 & IC W 5 P. . S r COS 2C S B � H N RI C7 / /� d TELEP 0 E SER O Q 12' 18' z �- � EVERY 200 TO P.B. AT 1 -A POLE - - - ��, M zz � � W Y FIR STATION W N I I N�Q W z OPPOSITE E L E S 0 D/ 0 S SIDE OF BANYAN ST. APPROX. 1400 . III I x III , REMOVE do SALVAGE R1 d J X / H i , .n 3 i S-M2 O w EXTEND SIC TO CONTROLLER CABINET 2-S -02 I I >3 APPROX. 450' TO AT FREDERICKSBURG AVE. I ' ; I cn PHASE DI o _ III III I . • S DIAGRAM � BACK OF X WALK I I- �m I II I U m W t I ' w Q J CkfI , � z�3 III I I II I I W 0,,; II II II I �> r 3waO 01 02 03 04 t I J II DETECTOR EN TABLE Z SENSOR A LE II U III I I II (I III II J ��YX NOTE: SPECIAL PROVISIONS FOR SENSOR LOOP PER CONTROLLER , , , , ��o DETECTOR I I I II ;; �o_3W , * THIS WORK ARE ON FILE IN NO. CHANNEL SENSOR INPUT III , , , III U U 2 0- I I I THE OFFICE(� �I Q O CE OF THE CITY 1 1 -N- 01 1 1 I I I I I c\,ow � 1 I I I II ELEC. ENGINEER. 2 1 —S—o5 1 5 I I I I ,METERS 0'X. � — III t I I III11 0wo II I o 1 2-N- �1 3 9 I I t II � I (V Z I ,p I I I I J 0_W 2 I I I 1 x I I t l �O� N 1 2 2-N-06 4 14 a �k III t I I IIID 0_UQ t II 11 s-• , i I I I V)w z 1 1 -N-06 3 6 >W_ I I I I I z(.�to , 3 2 1 -S-02 3 2 I , III I I I I II " 05 06 07 ,�8 1 2-S-05 3 13 11 Cfly NO. DESCRIPTION OF REVISION DATE 4 2 2—S-02 4 1 0 IK 11'11'+13' 4' 10' 13' 11' 11' S1 �� _ CITY OF RANCHO CUCAMONGA 5 1 3-N-06 2 14 I I I I I * - PERMISSIVE LEFT TURN MOVEMENT. 2 3-S-02 2 10 � INSTALL JUMPERS IN CONTROLLER ASSEMBLY FOR ' �' TRAFFIC 1 II C 8 GNAL PLAN 1 1 -E-�3 1 3 ASSURED ANTI-BACKUP TO PHASES 3 & 7. 6 I 2 1 —w-07 1 7 I I MILLIKEN AVENUE 7 1 2-E-o3 3 11 47' 47' I I and I1 171 I I 1, ; L� 2 2-E-08 4 16 67' 67 III N x BANYANSTREET iO Y 1 1 -E-08 1 8 II 8 a t I 1 - RECOMMENDED ESS III I II I II / APP Y• •� 1 -W-04 1 4 3 E# OVED B DATE. 2 Q 0 1-s-r2 I I o -1 = o I I I� I I I I 13 �o 1 2-W-07 3 15 N '0 o I x Q�� s f/SF F,/ CITY ENGINEER R.C.E. 24953 T s I I I �. DESIGNH T tSEE III III X _ - - I I I oLAWRENCE 2 2 W �4 2 12 W Q � C S. EISENHART I I ' I O ac -� L.S.E. 2 { Cr Y OF� 1 EVP �1 & �6 EVP 3 I I I , I a v No. 13493 CONSULTING ENGINEER I x3-3111-05 DIAL 10 REMOVE W17 a � E p „ DRAWN PROJECT SHEET TWO WORKING 2070 Locust Court OJEC SEE BEFORE ". DAYS BEFORE 2 EVP 02 & �5 EVP 4 III I I I I II I Q 3 I � , INSTALL W41 San Bernardino, California 92404 „ J` r L.S.E. YOU DIG I C 1. \ _ F � I I PAINT SIGNAL iYI Tel: 909 864-5406 Fox: 909 864 5047 OCAS o OC"1a YOU DIG 1 EVP �3 & �8 EVP 5 � qr TOLL FREE 1-800-227-Ze00 11 I AHEAD MARKINGS F� CAI\\ CHECKED DRAWING NO. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2 EVP �4 & �7 EVP 6 III I I I I I I I I � I AAJ IJ►WRENCE S. I ENHART R.C.E. 13493 1787-TS i i i