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GENERAL NOTES GENERAL NOTES (CON1.1 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CAL ANS STNRD I?L 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWNTHE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHO CASE 1 THE SPECIAL. PROVISIONS. SECTION " "" CA 2. TRAFFIC SIGNS STRIPES, MARKING 7• VEHICLE INDICATIONS SHALL E 1 PULL ES o, AND CONDUIT 2" IID TL OF DOUBLE LL LI SAND LEGENDS PER CLTANS TRAFFIC SIGN SPECT— EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. '� �' O MEDIAN CUR FACE FICA ONS TRAFFIC MANUAL MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE ;120 LT, PROVIDE CIRCUIT BREAKERS FOR SIGNALS "Rol (ONE 0 AMP), ILLUMINATED SIGN (ONE 15 AMP), AND SAFETY LIGHTING ( 30 PPE • • ® • p � LEFT TURN LANE � 17W . MARKERS AND PAINTING PROCEDURES FORSTRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS R PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK " 15' 10" WORKS QQbI5II3WQjIQbI, 2000 EDITION. IN ADVANCE OF NEED. SEE SERIACE WIRING DETAIL HEREON. 5'X6' 5'X6' 5'X6' 5'X6' LO to PLAN CTI N 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS ANINSTALLATION GUIDELINE ONLY. IT SHALL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TOPROVIDE THE CORRECT CONDUCTORS UI D 8"WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR INTENDED OPERATION® Lw COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB— CD ' THRU LANE < STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE < UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDI CO. 4 10' ? ARE NOT SHOWN ON THESE PLANS, 909) 357-6240 OUTHERNNCALIFORNIA� GAS CO. ) 00 422-4133 CAB . OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON0 422-4133 TI LANE LINE fi TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 00 422-4133 CD �- LAYOUT. CUCA OA COU °TY WATER DISTRICT 909 987-2591 •a � WATER AND I SE ) „ „ a. THRU LANE W UNDERGROUND SERVICE ALERT ( 0) 422-413 SIDEWALK 10 F_ L CTION _T 04 4 LANE LINE OR Y 0 U TURNING LANE LINE w EXIST. C ( I ' THU O RIGHT 1 ' E.C.R. CA TURN LANE ca w — ""R,"' _ w C 04 "R" SECTION 3 c4 CA ," 5® cn � 1 :: 1 f8"UC- 6i"L(II 4 SIDEWALK TOP OF CURB FACE "B =91131" 1 4 1 VARIES t U Y2 Z_0 0 L N TI fiG ca m TYPE "R" CABINET FOUNDATIONLOOP DETECTOR LAC ENT POLE LOC I.I. . . LDETAIL PAD TIO COD DETAIL REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD) �REMOVABLE EEL CAP Dal ARM LENGTH THENE CON' U" m O0rNTnff=% 'UNCT1 ""`% N UF� �.® 60" 24" SIff IL IL IN GN TAB" 48" DETAIL 0 OTI PA N' D SAFETY L I Goft" Orin T FFIC S10"" NALS A'IL 21 AVE » AT CE 2 SINGLE INPUT COUPLING T EMERGENCY VEHICLE o31juPREEMPTION DETECTOR will, E N V Tt:, SIIF 11 ETIWANDA GN WIRING �ONNECTORS PPLE » 6001# » I 6" BY OTHERS) I3-0 1.5"TO .75" ASTRO Mini-Brac AB-0155-L OR E I I U NO CONDULET, STO CABLE, HANGING REDUCER HARDWARE SIGN OTHERS AB-01 32-L MOUNT OR ARM L T APPROVED EQUAL SIGNAL POLE LENGTH END O.D. E O.D. x SHAFT Steel of O psi minimum yield after fabrication MAST ARM '—Q" 3 " x 3 1/ " x 11 ' RANGESBASE PDMu�_ A-35 ee See (ONE WAY 1 ONE OUTPUT) CKOL P PIPE ASTM A—I _ e ��a ( A-307) BGround flush with se milal LONGITUDINAL All welds shall conform to AWS D1.1 weld SIGNAL POLE WELDS speciffacation DUWUER ATEMERGENCY VEHICLE Ch F . INISH ABOVE GRADE Hot dip galvanized per -1 HARDWARE o dip galvanized per ASTM A-153 FOM&L FW LSLA7E ROUTE 210 STRUCTURE & In accordance with the pacification for Structural N.T.S. »R_ CLAMP 1 4 HARDWARESup its of High Signs, Lumina and T Ic Signals. HTO 1994 FOOTHILL BLVD(STATE ROUTE In accordance w e 1 1 an orStructuralSITE LOCATION 1 1/2" D Sup of High Si of and CITY DUED T Ic Signals. O 1994 N0. D SCRIP11O OF REVISION ATE SIGNAL POLE HHOLEPIN APPROVED: CLAM1-10 0 " 16 DIA, HOLE IN W, -"AH f""& e�*U A MO'N N f-%A CLAMP SUPPLIED8 WITH TYPE or Ij AR 37 -16UC BLUNT - A POINT TRAFFIC SIGNAL PLAN A_ SCREWTAPPING PILOT HO (HOLD) ®®� TO B E REQ D.. 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UUINUUUTUH 0CH11ErUmqkULE �; : � � 1. 1111111111 - I �: : : � 1,* - Su"HEDULE NOTES __ __ - ___ - - Z; z : � �� - ' : � I SZ9_\ F _ I POLE DATA AST A PED PUS T 1 2 3 4 5 6 7 8 10 11 2 13 14 To LI IT SIG L OUNTING H LITTON POLE L CTI LINE -� N TY HEIGHT VEHICLE 1-2.5" ON S PHA PHA UDR T IISN AGE E C ARK CABLE TYPE D PHASE 2°' 2-3" 4° 2" 1.5" 1.5" 1.5" 1°' 3.5" 1.5" 1.5'° " 1°° 2" -- ' 2 ' i i VEH 1 02 o5 02 /o8 1, ' 1 1,,- 1 Red 12'} 9a - -100 15' SV-1®T(N} P-1-T a F=18' ......................... Red U U / J3 N M (R) West ETI ANDA soo 4. PED 2 0407 1 (NEW)} A _5 ( ) ( T 1 12CSC o8 osp f o2 1: 1 1.. 1 A ( } } 11- 14 ' 3 04 05 07 o4p/02 1,, , 1 1,, f J1 1, 1 1r `"1 Y I I 1 �' Y I I Q 1 " : ;: 1®A 1 _ TV-2-T(N) -1-T North - ' 3.0' 1- 12 (RELOCATE} - ( } (N} . Z, 11z 4 01 02 06 02 f 04 1 P 1 �:,r 1 1 1- 1 _ _ SV 1 T( } green 1 2" Greer) U 1 2" 2fi-4-100 30' 15 E MAS(E) SP-1-T 04 02 ARROW lzsoo 3.2' 3.6 Q o1 o6 o6p/o4 1. '1 1,r, EXISTING 40 E E North 6.......... : MAT-5A E E E} p 11 Yellow „ 03 04 05 04 /06 1. 1,.r 11 f Ye I I C)W - 1 �'� .'�'� 1 2 _ 30' 15' E SV-2-TA SP-1 T �s4 TYPE 15 �� �2 East - 0' 3.0' Arno W , 7 o3 o8 os f o6 1 Arrow 4 (EXISTING} - E p 1 ( } ( } (E} „ . PPB .. I � V-1-T( 1 " : 15' , �, 3-CSC 02 05 06 06 f 08 1. 1 3 P_ _ ETI DA 1 rr 1 C 4 8........... p East 5o - 100 a M ( } N o ' -#14 rro . TOTAL 8 4 - 2 (E} f r , 2 �-,,,. $ 4 2 2 A ( } r f f r 1 1 V- -T -1-e , (N)EW QR (E)XIST E E E E E E N E N N N E E E I 4 Doth I TING ( } #12 II SNS 2 2 2 2 2 D -IT I L " :� DETAIL L " 'a `; ( } (E} - �. �1 ( } 10 LUMINAIRE 4 2 2 2 2 ' V-1-T( } ( CALE} (NQ CALE) J -4-100 3 ' 1 A E -1-T Doth A Q R 1 ' (EXISTING} 4 ( } E 00 #8 SIGNAL SERVICE 4 -5A ( } (E) 01 2 2 2 I E1 1E _ _ p 0 2 2 2 2 1 I; I TV- -TA 1 C t - . 0 3 2 2 2 5 I (EXISTING} - ( } ( } ( } DET. LC}C}P o 4 3 3 3 1 I �"` QTS Red. F " X{STING CABLE (TYPE G) 0 5 2 2 2 U1 I ( } 0 6 2 2 2 1 - ( cw (N}9N ...1.111,.. o7 2 2 2 I I f' 1 !: ( = ELQCA 0 8 3 3 3 1 rr W 1 Y I I I I (�,�1 /` ( } 1. ITOTAL L 0 18 9 5 1 4 4 1 5 5 1 4 1 0 „ SCz EN 111.1--`-I TV-TOP QU TED EMERGENCY VEHICLE PRE-EMPTION 4 2 " ----' I V=SIDE MOON D 1 1 1 r n 1 1 nI -- rr r n 1. PROVIDE HO I O TIAL T FOR IISN �~ , , -- -- / .�-1._�- _. - �03: P CITY T DAD DETAIL / �' '1--I �-- DETAIL I I I I ' (N SCALE} I 6 1, I I I �', " , t : : I �. , � :, Ii,� I. : � y :_.17 -- __� -<- . �_ ,a . � ,�"" , DEGTECT SCHEDULE -) -1k-�4 I I / ,\ \ ,-!f 0 ��H�ANN�EL DETECTOR GQNTR�LLER INPUT LOOPS PER CHANNEL ` ! ,,:,,, 3 1 ♦7,,,,�, � ��:', I "" 8s \ 1,,, 03/�s11 P' �y� � 2 DCTCTOR RACK 1 =ffim11110! 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II dstri n No. CITY ENGINEER .C. , . 5,3 72 ' p• �1Q SIGN RECOMMENDED u to II AD an placed at height of . ; V V ii t ♦♦ .. ,,,,,,,,i.,,., r i ` I ., e ..,,.h...,•ii...,.......,.,.....r... �.. , i, _ t!~� O ' ;' J %JA& Existingt " service it o -L circuitbreaker for meteredsignals, o A-IP circuit ���«�����.� i C/) : :: ., beakers for unmetered lighting n one 15A-IP circuit beaker far metered I.I. r standar ,` I � `,4 2WV' " 1111, 1111♦,,,,'.,,.., �'; „t,",,,,.,,,, :,, .1111;, 11"11., C; ._,_.,,,.,�,,,,,,,,,,,,;,,,,,,,;,,,,,, GA ra in n 07 to remain. t � DRAWN ao n sty®et, aorta iso SHEET r .,,;. / TQ LIMIT ', -, 4ia .....w............... Bakersfield, California 93301 Install sign on signal mast arm shown. :LINE L_ ( s1) 327 19 OF 4 Y CHECKED 155 N 0® a, .. . , a I LAN ACCURA FOR ELEC I L O/VL Y /JP 0 /24/2009 5- 1=,S