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HomeMy WebLinkAbout1565-S Ilk _ -,I �L, PHASE DIAGRAM � � . II � q t POLE SCHEDULE CONDUCT O !kEIDI LE I c1Dl_c SCE POLE DATA I D SIGNAL N.P. SOD VAP SIGNAL MOUNTING PED.PUSH BUTTON POLE LOCATION SPECIAL AWG CIRCUIT Q � © B ® I PO NT SERVICE NO. TYPE HT. M.A. M.A. WATTS VEH . M.A. PED PHASE POLE QUAD. E B C REQUIREMENTS 01 - - - 3 - - 3 3 1 416L PB.#kX520010:9� ( 19-4-80 30 30' 12' 200 SV- I- T 2MAS SP-I -T 6 ♦ S 6' 25' Foothill Blvd.(G-7) 02 3 3 3 3 - - 3 3 �. _ - _ -•t•- r-� r ___� EXIST. R/W 2 I-A 1044' ' - - - N-2-T - SP-I-T 8 W - t0' 2.5' 03 - - - - - 3 - 3 i -LI�-I '�--'� Imo5'��UT1LlTY EASEMENT 29-5-80(N) 30' 65' 15 200 -1-T(R) 2MA -1-T(R) 8 W (NI 10` - 3' VinyardAve.(G-7)(R) 04 - - 3 3 - - 3 3 I 1-3'DUCT ® I-A (R) 10 - - - TV-2- - SP-1-T(R) 2 - 12' - T(R N (N) 7 ( f�2 Cdl3 !?�4 19-4-80 3d 30' 12' 200 SV-1 -T 2MAS SP-I-T 2 A N ♦ -7.5 - 2.6 Foothill Blvd.(G-T) 05 3 3 3 3 - 3 3 6 7J9L 06 - - - - - 3 3 6 -f - - _ , r' © I -A 10` - - - TV-2-T - SP-I-T 4 E - 8.5 2.5' 07 - 3 3 3 - - 3 3 I �[ I ` I"C 2DLC 70 26-4-80 30` 45' 12' 200 SV- I-T 2MAS SP-I-T 4 ♦ W A -5' - 2.5 vineyard Ave.(G-7) 08 - 3 3 3 3 3 3 6 I I J a }- II ® I -A 10 - - TV-2-T - SP-I-T 6 S A - 3' 2.5' - 02 PED 2 2 2 2 - - 2 2 f n l - -x x I ALL EQUIPMENT EXISTING EXCEPT AS NOTED. 14 04 PED - - 2 2 - - 2 4 05 06 07 08 , � o o Ll ( _ H II EXISTING TYPE I I I C F SERVICE (N) INSTALL NEW POLE/EQUIPMENT, REMOVE EXIST. POLE AN FOUNDATION. RELOCATE EQUIPMENT A 06 PED - - - - - 2 2 4 " ' I N in I EQUIPMENT ENCLOSURE WITH _ Q T S NOTED. I C I DLC UAL METER CAPABILITY (R} RELOCATE. 08 PED - 2 2 2 2 2 2 4 I �, RJ5 I D A _ // /D' /E _ PEDESTRIAN PUSH BUTTON IS LOCATED ON SEPARATE. 02 PPB - I ( I - - ( I 2"C, 2 * 6 , 3#8 POLE AS INDICATED ON PLAN (PPB). �- EXI T. R34 04 PPB - .. _ I = - I I A4 417U Imo_ I I I FOR LUMINAIRES AND 06 PPB - I I � I , , ,I 6 08 PPB I I I I ( ( I 2 EXISTING R/W , I( � -� I G.F.C.I. GROUND ® 1xI�' _� _ I - V o' ~ r- 1 - I ` 754' TO XWALK PPB COMMON I I I I I I I 2 8 C� �I I I I _ SPARES 3 3 3 3 3 3 3 6 �. 1 J--� '] 1�► 1 1�2 C 7DLC „ _ - _ 04P ,� ,'� / � -3 � �,' 8^ - V2"C 3DLC I V2 C., 2 DLC IV2 C., I DLC .03 0 TOTAL 13 22 27 31 IO 22 36 60 ,^ -� L_ _ '� `P #12 ISNS 7 �� ►._ 1-- ~� .,- I 0 SIGNAL COMMON I I I I 06 I 1 1 2 -- -- , - _ _ - - - - - � = —. - LUMINAIRES 2 2 2 2 2 2 2 - >�6P ! �< r - - - m �' T� / \ 6J3L 1 G . F. C . I . - - - - - I - I _ 1 05 I 1 I TOTAL 2 2 2 2 2 3 2 I - - -y -- — —_ -- 46 SERVICE - - - - - 2 - 2 �6 \ --------- _wI 1 I 02 _ _ _ 3 _ _ 3 3 FOOTHILL BOULEVARD 3 V) "II; I IAB � 03 - 2 2 2 - - 2 2 (SR 66) 06 04 - - - - - I I I L I IL 6J3U 202'TO X WALK ' _ ' N I L L_.j m 2 2 3 ___ -- --- --- --- - - - - - - - r=-f�� -4 1 I PROPO ED Z I - �---_ cu cu DLC 05 - - - 2 - - 2 2 _ 1 -EXISTING �. I I I 405' TO XWAL Type C 06 - - - - - 4 - 4 N REMOVE I I I I AB 461 L_� � L_07 - - - - - - - 2 - - - - - - - __ ______ _ _ _ __ __ ___ __ _ -_- EXIST. R34-� �I-� I 08 - 4 4 4 - - 4 4000 II9U �- _ _ 5J9UL--+ 5JILL --{ TOTAL - 6 6 II 2 8 II 22 - _- - - - - _ - - - -- - - - -- - - - - - - - - - - - - -r - - - -_ - �-�, I I I RLR34= TWIggTED SH EL�,pD _ _ r , r , 405'TO XWALK II N j r i i I 1 I 0 `` 1 N SCALE; 1" 20' INTER CoA CTEFABLE - - - - - - n J L ` 2�UL-� 1 �'�� ¢-H/SPE PULL ROPE - - - - - - - - N-� -� N = � - - - - - ` . ` -- - - - - -_- 1- 1-1` -i 4 cTEcr�No�c-rz - -1 - - - — - -- --- --- --- - --- -- r- I r -I I 202'TO X WALK � 1 i I 1 CONDUIT SIZE (EXISTING) 1�J 3 3 31 2 3 3 2-3 1 1 1 �� 1 1 ALL CONDUIT AND CONDUCTORS EXISTING EXCEPT AS NOTED. `- `-� W JJ) PULL NEW CONDUCTORS j ��� I `1 jtti I I 1 � 1� hII _ PULL NEW CONDUCTORS FROM RUN o/YoaiT I r'" — — l" C, 2 DLC - II 5 RC PPB P RS I 5 5 ����� ❑ - 2 - AB- - /RC - �2 o � � 1DLC 6 7 0?P GENERAL NOTES _ PPB � " 4!4 1 4 - - 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992, AS Pi?OP. SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. ¢4P t ,-AB i I L- 2a. REMOVE AND SALVAGE EXISTING TYPE 26 POLE, INSTALL NEW TYPE 29-5-80 POLE. RELOCATE EXISTING PEDESTRIAN AND VEHICLE HEADS, MOUNTING, LUMINAIRE AND SIGNS TO NEW POLE . REMOVE EXISTING FOUNDATION. ( I 3 EXIST.R I �8 N r� 3. RELOCATE I—A POLE AND EQUIPMENT COMPLETE. REMOVE EXISTING FOUNDATION. r .� i I Ej I 0 1_j — Z~C 1 1 I INSTALL 11/ "C r 1 ' -1 I I8J7L 5 DLC 10 J 6 x Typical 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS.000RDINATE POLE INSTALLATIONS GTE G0t/GI✓C'7Z�57 l W I d 'CONDUIT a 31 U I PULL BOX 3'I7, L/C//1' , r 1 r N r -1 WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR 3 � i I I I SEE Sfr�ET J) L 10 L j 15 t-_j 30 L Pv«zwx ' T17 CONSTRUCTION. LOCATION OF UTILITIES AND SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR d I I I RC CONOU/T SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER I 1 W I p I W UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. I > I AB ' 1 ---- MOP DIMENSION DETAIL 5. OBTAIN APPROVAL FOR EXACT EOUIPMENT,CROSSWALK AND LIMIT LINE LOCATIONS FROM CALTRANS PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING 1 I ,� r 3 LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. I I ' ' I I 1 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT,EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE,EXCEPT AS SHOWN. SEE DETAIL HEREON. Q I p 319 LI I _ 7. PULLBOXES SHALL BE NO.5,VEHICULAR INDICATIONS 12 INCH AND CONDUIT 2-INCH RIGID METAL,EXCEPT AS SHOWN. Z 1 a 1 ( NO. DESCRIPTION OF REVISION DATE CITY APPROVED 8. INTERMEDIATE DETECTION IS TO BE PLACED MIDWAY BETWEEN ADVANCE LOOPS AND THE CROSSWALK AS DIRECTED BY CALTRANS . �¢- h I , ( � 9. ALL WORK INVOLVING SIGNALS AND LIGHTING SHALL BE AT NO COST TO THE STATE. ACCIDENTAL DESTRUCTION OF STATE FACILITIES DURING 44' I 11 1 - CITY OF RANCHO CUCAMONGA CONSTRUCTION SHALL BE REPLACED IN KIND AT NO COST TO THE STATE. I I I I I�S'T.4LL/��NC. TRAFFIC SIGNAL I N t I RC wttdrax � To 07� I I a cONo�,T MODIFICATION PLAN lwl4vl7w-,-- t I ' g IAB _ FOOTHILL 'BOULEVARD AND VINEYARD AVENUE 1 CUP 93-46 r 1 �pFESStOjy NOTE •� I v, 1 I Q� A��� APPROVED BY: DATE-a-2 -- I 1 1 I IA�5T.4t,L ���O��OSEP 01 ��% CITY ENGINEER G RGE N0. y 24953 SPECIAL PROVISIONS FOR THIS WORK 8J7U RECOMMENDED � ��, DESIGN JAMES J. BRENNAN INC. ARE ON FILE IN THE OFFICE OF THE 2 ~ 91.4°/97 N J. B. CONSULTING CIVIL ENGINEERS �- CITY ENGINEER. p "N_DDUj11Tjee#" C20, 801191 SOUTH ORANGE STREET STA. 3+48 T" cls +` DRAWN M.R. PHONE: (7 4) 997-2540 CALIFORNIA 6 6 SHEET OF 6 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. I ° I ' 1 I ' Off' CAV" CHECKED c/Tr � DRAWING NO — �_�� R.C.E. N0208O1 II 1 is%U PJ I DATE 1 / 7/ 94 FILE NO I SfD S AS-BUILT" CONSTRUCTION NOTES: REMOVAL SC H E DU L E ITEM I QTY. SO. FT. 100 12" WIDE PAINTED SOLID WHITE LINE. (THERMOPLASTIC) DOUBLEYELLOW 15 LF 5 112 8 I WIDE PAINTED SOLID WHITE LINE. (THERMOPLASTIC) 121' WHITE 422 LF 422 8" WHITE 15 LF 11 138 INSTALL PAVEMENT LEGEND PER CALTRAN'S STANDARD FOR 4" SKIP WHITE 19 LF 7 TYPE INDICATED. (THERMOPLASTIC) I CONTiP•�^7ZliP �.9LL�PE�9//YT�ILL EX/.ST//VC 5'TiP/P//1?i''ANO I I I TURN ARROW 2 EA 30 I I r�,4UEMErVT MAiP�//✓G'S'Ort/Fi?OT/�/LL .BL I/O f�5 By Tf/E ENG/NEErP 'v SCALE: I 40' RR REMOVE AND RELOCATE EXISTING SIGN AS INDICATED. t � t THERMOPLASTIC SCHEDULE I III ( ( I TEM OTY. I SO. FT. I (I I I -- 12 WHITE 430 LF 430 ) ExrsT L/Gf/T STV. Ex15TLrC/�T STa 8" WHITE 195 LF 130 1 TURN ARROW I 4 EA 60 *SIGNING, STRIPING, AND INSTALLATION OF PAVEMENT MARKERS - - z SHALL BE PER CALTRANS STANDARD PLANS A20-A, B &C AND A-24A THROUGH A-24D (JULY - 1992 AND CALTRANS TRAFFIC MANUAL), � � s — — -- — — - — REMOVE PAVEMENT MARKINGS WHERE CONFLICTING WITH NEW STRIPING. 3 4 T CITY OF RANCHO CUCA MONGA II EX/ST O/Yl�✓/TiE'A/VS STANDARD NOTES FOR STRIPING AND MARKING � ✓OWN — 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS �l J I �► EX/ST. CURB AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS E)UST. R�{N L/N� STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS �I I , PieoPc�iee Ex/SrG/GNT 570. OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. I emo1? R1W L/NE' c`p INSTALL R¢/5/Gr✓ �� I Ot95.b0 /ST. R265S/GN 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND II / EX/SrR�lYL/NF I ®/NSTA[L R/83tON �i.,o ®EX/ST. R2GSs/GN INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD PRDf' CURB SPECIFICATIONS LIGHT sT�. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING I II ( L/GHT STD. L/GHT STD. SEE 9f/T. 3 5EE sHT. 2 PROVISIONS. s 5/C/,l� FOOTHILL BOULEVARD A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE II Ex�sTrP STENCILS, (SAF-) UNLESS OTHERWISE NOTED. B.ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WESANDBLASTING. I C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BESET FOR ACCURATE � I . AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND Q I 11 I sNs MARKINGS. I I Z D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING �► I II SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. I W E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED I II > BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR II Ill" Q REPLACEMENT STRIPING AND MARKINGS. � I � II I F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD Q SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL. THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO W I WEEKS AFTER THE FIRST,UNLESS OTHERWISE NOTED. III I II Q G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE 10 MIL II I THICK (DRY), UNLESS OTHERWISE NOTED. III w I � H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT WEEKENDS I III I I N z OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE (I I \ SATISFACTION OF THE CITY ENGINEER. ►� >I 1 . ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH AL APPRORIATE PERMITSAND TRAFFIC CONTROL MEASURES, IN ACCORDANCEWITH II I 1 N CITY AND STATE STANDARDS. b 1 J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN III W ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE I CITY TRAFFIC ENGINEER. 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO.401-A. I II I iJW 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. N0. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD SIGNING AND STRIPING PLAN CUP 93 - 46 �Q�4Ec 0 APPROVED BY: - DATE' SLPH 6/ F. CITY ENGINEER 4 RCF- N0. 24953 DESIGN JAMES J. B NNAN, INC. RECOMMENDED J. Be CONSULTING CIVIL ENGINEERS Lo C20 80. k' 191 SOUTH ORANGE STREET f DRAWN ORANGE,CALIFORNIA 92666 SHEET aF ,� M.R. PHONE; (714) 997— 2540 5 of 6 cry-It CHECKED C 17-K 20801 DRAWING N0. (?F a 7 / 94 FILE NO AS - BUILT '