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HomeMy WebLinkAbout1230 INTERSECTION, 20 ' TO ECR �--3 Mfr U5E WHEW L,&We !S R1GtAr LANE OF CASE 1 io' w1pe puAL LEETTvRI� �AN�s GENERAL NOTES "P" // / „ CAB . / /%/ SECTION "P" CAB . DOUBLEYELLOWSTRIPE CROSSWALK 1 . TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STRIPE STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JANUARY 1988, AS 7–/—/ 7 / X-6 ' 2- UTILITY COMPANIES TELE . NOS . SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS . SIDEWALK / // // / / _ 2 / - 2 . TRAFFIC SIGNS, STRIPES AND LEGENDS PER CALTRANS TRAFFIC SIGN SIDEWALK / / / / T T REFER TO PLAN FOR REMAINING LOOPS ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (714) 947-8269 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD X I 6 ' 4 5� GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 422-4133 SPECIFICATIONS . CONFORM LEGENDS TO CITY STENCILS . REFLECTORIZE PLAN SECTION PHONE - GENERAL TELEPHONE COMPANY (800) 422-4133 ALL SIGNS, STRIPES AND LEGENDS . - PACIFIC TELEPHONE COMPANY (800) 422-4133 �— INTERSECTION, 20 ' TO ECR LEFT TURN LANE _6 3� WATER - CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 3 . PAINTING PROCEDURES AND MARKERS FOR STRIPING PER STANDARD SPEC- . Be STRIPE 2 SEWER - CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 IFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION . UNDERGROUND SERVICE ALERT (800) 422-4133 CASE 2 Y-6 ' 4 .LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION . HAND DIG FOUND- "P" CAB . ATIONS UNTIL CLEAR OF OBSTRUCTIONS . COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS . PHONE UNDERGROUND SECTION "P " SERVICE ALERT AND CONCERNED UTILITY COMPANIES 48 HOURS PRIOR TO . Y 10' CAB 6 ' CONSTRUCTION . LOCATION OF UTILITIES AND SUBSTRUCTURES HAVE BEEN /// (D SHOWN FROM A SEARCH OF AVAILABLE RECORDS . THE CONTRACTOR SHALL SIDE CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SIDEWALK / Y-6 ' UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUB- STRUCTURES THAT ARE NOT SHOWN ON THESE PLANS . PLAN SECTION INSIDE THRu LANE 2 — - 5 . OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE 3 ' LOCATIONS PRIOR TO FINAL PLACEMENT . PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT . 10' I 6 . LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED . CENTER CASE 3 6 ' LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN . "P" CAB . 2. I 11 7 . PULLBOXES SHALL BE NO . 5, VEHICULAR INDICATIONS 12-INCH, AND CON- 7 7 SECTION '�P'� S T 3 CAB . � 16 . 511± DUIT 2-INCH RIGID METAL EXCEPT AS SHOWN . I OUTSIDE TU LANE )) " -" R C HR S . ELECTRICAL SERVICE SHALL BE 120/240 VOLT . PROVIDE CIRCUIT BREAK- / ERS FOR SIGNALS (ONE 50 AMP) , ILLUMINATED SIGNS (ONE 15 AMP) , AND DOOR SWING AS SHOWN ON PLAN / / 0 5 i ' 400SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF) . ALL DIMENSIONS TO OF STRIPE COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED . PLAN SECTION' SEE SERVICE WIRING DETAIL HEREON . 9 . THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY . IT SHALL BE THE CONTRACTOR ' S RESPONSIBILITY TO PROVIDE THE TYPE " P " CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT, I . S . N . S . LEGEND DETAIL CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION . PAD DETAIL REFER TO PLAN FOR DISTANCE - . — TO ADVANCE DETECTORS SEE P.E.U. UNIT MOUNTING DETAIL s. I MOUNTED IN A RAIN TIGHT I NEUTRAL P E UNIT ELECTRICAL ENCLOSURE FABRICATED TO 120 V SIGN OR LIGHTING FROM ZINC COATED SHEET METAL SERVICE BREAKER PER N.E.C. � —1 SPOT 125 Y 12 A SNITCH TO I.S.N.S. REALY CONTACTS N AUTD-TEST (NO OFF) I.A Tj I 125 V-AC 15 A COIL 125 V-AC — � 5000 OHMS I.S.N.S. CONTACT ENCLOSR,RE NOT TO SCALE INDEX OF S P . E . UNIT MOUNTING TYPE II PHOTOELECTRIC 1 OF 2 — TITLE SHEET 2 OF 2 — TRAFFIC SIGNAL PLAN DETAIL CONTROL WIRING DIAGRAM HIGHLAND AVENUE 125 AMP METER SAFETY SOCKET w w w w w w > > > Z) > > z z z z z z w w w w w w P.E.U. a Q a a a a BASE LINE ROAD ° ° TEST E. ° SOCKET BLOCKS ❑ z Q REMOVE w w ❑ 0 CONNECTION m Q w Y ~ z REMOVE _ I H > H w Q r CONNECT = a = H ICON EC CONNECT _ �+ o F_ 7 CITY 01 I "r,1\ - J _ - _ a w ac � DESCRIPTION OF REVISION DATE APPROVED _ _ _ �L _ _ _ _ REMOVE Z �. REMOVE I FOOTHILL BOULEVARD ti/REMOVECITY OF RANCHO CUCAMONGA ° ° ° NO CONNECTION 20 AMP 0 0 50 AMP. °° TITLE SHEET A N B 0 UNMETERED BASE LINE ROAD ° A I/O EQUIP. = PROJECT LOCATION AND I/O SERV. 0 GRND. M ILLI KEN AVENUE METERED QpoFEssro� � 8• Ft � TO I .S.N.S. TO CONTROLLER TO BF,y ,� APPROVED BY: _ DATE: �. s PHOTO ELECT. LUMINAIRES n 9 GIT! ENGINEER R . C . E . NO 111,17 CONTROL LOCATION MAP -i No . 13493 DESIGN LA ENCS S . E I SENHART REQOIJMENDED SCALE: 1 " _ ^0 . 5 MI . '-81—e9 P CONSULTING ENGINEER SERVICE WIRING �,,� �_�_� oti DRAWN 1420 COOLEY DRIVE, SUITE 200E SHEET OF C AL.ZF COLTON. CALIFORNIA 92324 PHONE: (714) 824-1794 CHECKED DRAWING N0. \ lzo;;0 VI WRENCE 55. EZSENHART R.C.E. 13493 � i i CONDUCTOR SCHEDULE 1-N-4 POLE AND EQUIPMENT SCHEDULE RUNSPLACEMENT PED. .M.G STANDARD VEH. SIGNAL MTG. P.P.B. H.P.S. OR CIRCUIT m I I NO. DIMENSIONS SIGNAL LUMINAIRE D.L.C.C 1 VEHICLE 1 2 3 4 8 9 J m TYPE SIG.N.A. LUN.M.A. "A" "B" MAST ARM POLE 3 3 3 � � MTG. � ARROW a III A 15 - 15 13 2.5 - SV-2-UM 8 SP-1-CS 2 — o 200 W 2 VEHICLE 3 3 6 3 3 3 3 3 VEHICLE 3 3 E B 29-5-80 50 15 9 2.5 MAS/MAS/MAS SV-1-UM 2 SP-1-CS 8 4— 200 w 4 VEHICLE 3 3 3 3 0 0 5 VEHICLE 3 3 3 3 u I 'III 14• 11' 11' 12' to' I to• 14,11 12• li• 14- 1 C 15 - 15 13 2.5 - SV-2-UM 6 SP-1-CS 8 —► 200 w o 6 VEHICLE 3 6 3 3 o I I 29-5-80 50 15 13 2.5 MAS/MAS/MAS SY-1-UM 8 SP-1-CS 6 4 200 W 7 VEHICLE 3 3 3 6 3 3 3 3 ~ i III 11 (I 111 I E 15 - 15 13 2.5 - SV-2-UM 4 SP-1-CS 6 —0 200 W 8 VEHICLE 3 3 3 3 3 p of 2 PEDESTRIAN2 2 4 2 2 2 m I �•il 1 11 II I I F 26-4-80 45 15 i3 2.5 MAS/MAS/MAS SY-1-um 6 SP-1-CS 4 ♦— 200 W II 1 #14 4 PEDESTRIAN 2 2 2 2 1 '"( 2_N_7 -p�-7 - 2 M 2 SP-1-CS 1� I r 15 15 13 2.5 - SV-2-UM - - Cs 4 ---► 20o w 6 PEDESTRIAN 2 2 2 I ,III II II 111 i G -U 8 PEDESTRIAN 2 2 2 2 2 1 1 II 29-5-80 50 15 13 2.5 1 MAS/MAS/MAS SV-1-UM 4 SP-1-CS 2 F 200 w 2 P.P.B. 1 1 1 2 1 1 1 1 .II 1 II II III 4 P.P.B. 1 2 2 1 N I I 1 * INSTALL P 6 P.P.B. 2 1 LL I •11 1 > 11 11 III I SPECIAL MAST ARM AS SHOWN ON PLAN ON POLE F . 8 P.P.B. 2 2 2 1 QII I I INTERNALLY ILLUMINATED STREET NAME SIGN FACES P.P.B. COMMON 1 1 1 2 1 1 1 1 " II SPARES 3 3 1 3 6 1 3 3 3 1 3 TOTAL #14 _ n _ i.5' C-3 D.L.C. I I 13 22 26 60 32 26 22 13 SCALE: 1 20 + I.S.N.S. 2 2 2 2 2 2 2 AVE ROAD #12 TOTAL #12 2 2 2 - 2 2 2 2 - # ' POLE © Milliken 7300 POLES Base Line 11300 LUMINAIRES (SEE NOTE BELOW) 2 2 2 2 2 2 2 2 #6 P.B. III II it #io SIGNAL COMMON 1 1 1 2 1 1 1 1 • AVE TOTAL #10 3 3 3 2 3 2 3 3 3 I II i ROAD _ POLE F POLE D SIGNAL SERVICE 2 2 2 I 3-N-4 2 -4 I — O Milliken 7200 O Base Line 11400 #8 TOTAL #8 - - - 2 2 2 - - - 1�4 II I O I i DETECTOR 2 2 2 — I .50 11.5' ~4' 2 DETECTOR 3 3 3 — — �O 1 300 ' TO CROSSWALK 3 DETECTOR 2 2 2 2 2 o - 4 DETECTOR 3 SCE HANDHOLE ( O DETECTOR #6 P.B. . o .L.0 5DETECTOR 2 2 2 (SERVICE POINT) 1 ,,� 3 3 3 --------------------------------------- 7 DETECTOR 2 I I� P 8 O8 08 .5' C-3 D.L.C. i: C-1 D.L.C.��• #3 P. 8 DETECTOR 3 3 3 3 3 --------------------------- — - -- fi _ — _ 5 -- - --- � 6 — — — — — — — — — — — TOTAL D.L.C. - 5 5 20 10 - 10 5 5 F 03 I Q CONDUIT SIZE 2 2 . 5 3 2-3. 3 2 3 2 . 5 2 . 5 = — _ _ _ _ _ _ _ = I O �6 • °• w I NOTE: LUMINAIRES ON POLES A. B. C. & D SHALL BE ON ONE CIRCUIT LUMINAIRES FOR POLES E, F. G. & H SHALL BE ON A SEPARATE CIRCUIT 3 06 I 10' ca -• w .. cn // / `• 1 12' W! 12' M ti � I BASE LINE 6 1 . ROAD _6 A o — �1 '10' 30' 30' 15' 10' ' I uJ o ; cti I �. T" w 30' 15 10' 1 cu 10' 02 (V 1 I f11 till2 CV 10' J, 1 Z + I ti N 10 I 3 " m ( 02 N N �21 I �7 B ` _ 1GY4 07 gyp/ i'•C-1 D.L.C. 7--` . 1.5' C- 3 D.L.C.—T* �4 �4 $ F. P.B. g�- 300 • TO CROSSWALK A 24' 11:5' 14.5' H if L— — — II 11 2- -8 3-S-8 1 , SENSOR TABLE I la �ol III I I . 1 1-E-1 (4) I I CONSTRUCTION NOTES 2-E_1 (4) I 1 I I S I 1-W-2 c3) 11 1 Il : 2 I I ❑1 —INSTALL TYPE III-8F ONE METER SERVICE 2-W-2 (4) 1 II I I . EOUIPMENT ENCLOSURE WITH A 40-AMP SIGNAL 3-W-2 (2) PHASE DIAGRAM , �•LJ I I , 3 / BREAKER, 2-30-AMP LIGHTING BREAKERS, 1-S-3 (4) I II II o I m I & A 15-AMP I .S.N.S. BREAKER. 4 2-S-3 (4) 1 2 3 4 m i 1-N-4 (3) I �--� II 11 I I , I [I]—INSTALL A TRACONEX MODEL TMP 390 TYPE 90 2-N-4 (4) I� i II ; CONTROLLER ASSEMBLY ON A CASE 3 FOUNDATION CITY 5 DATION 0 DESCRIPTION OF REVISION DATE 3-N-4 (2) I III II II I I AS SHOWN ON SHEET 1 OF 2. APPROVED 2-W-5 (4) �- I Il 1 11 II i_S_ 2-S-3 ,L; 1 [a]—INSTALL POLE-MOUNTED P.E. CONTROL UNIT CITY OF RANCHO C U C A M O N G A 1-E-6 (3) 1 /, ; �'--'� I I o 7 2-E-6 (4) Y; PER DETAIL SHEET i . T I III I I� —� TRAFFIC SIGNAL PLAN 3-E-6 (2) _� III 8 II X 1-N-7 (4) 5 g 7 eI III I c - BASE LINE ROAD 2-N-7 (4) , II I ( I I o 9 1-S-8 (1) i I 24' li' f2' 4' f0' 10' f2' ff' 11' 14' I I U AND v00FESSjO� 10 2-S-8 c4) III I� • I o G� S �js < MILLIKEN AVENUE 3-S-8 (2) ALL SENSORS SHALL HAVE CALL HOLD & O W O� co J APPROVED BY: DATE: DELAY TIMING FEATURES (SEE SPECIAL0 cc . 13493 CITY ENGINEER R. C . E . NO 22397 PROVISIONS) No i-31-89 DESIGN RE ENDED LAWRENCE S . EISENHART ( ) = NUMBER OF LOOPS PER SENSOR . I III `rLi �11 Cjyi1- ,tip L . S . E . CONSULTING ENGINEER ow t'y` � i-S-8 EXIST. E.P. FUT. C&G Cop cAt- DRAWN 1420 COOLEY DRIVE. SUITE 200E SHEET L . S . E . COLTON, CALIFORNIA 92324 PHONE: (714) 824-1794 OF CHECKE DRAWING NO. 4 q, Amy AWRENCE S. E NHART R.C.E.113493 1121$0 ''ti