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HomeMy WebLinkAbout2003 - El Camino Real and Junipero Avenue 4 6P 06 .4 POLE & EQUIPMENT SCHEDULE 01 �- � ® 0 e STANDARDS VEH. SIG. MTG. PED. SIG. PPB-TYPE B HPS NISNS LEGEND LOCATION 05 01 OF> "` ""`-" Q�4P i i f?�8P LOC ---Y REMARKS 02 I I TYPE SIG. M.A. L.M.A. M.A. POLE OUNTIG O ARROW LUMINAIRE FRONT BACK STATION, OFFSET A B 05 2P 04 Q 26-4-129 45' F=151 15' MAT, MAS SV-1-T SP-1-T 4 200 W Junipero Ave - - 14.2' 3.0' RIK _____J - - - TV-1-T SP-1-T" - - - - 20.1' 3.0' ...P-02 © 1-A-10 6 -�------ 2P @ 17-3-129 15' 12' MAS SV-1-T SP-1-T 6 200 W EI Camino Real - - 15.2' 3.0' El5�l 1-A-10' - - - TV-2­T SP-1-T 8 —. - - - - 12.8' 3.0' 26-4-129 45' F=18' 15' MAT, MAS SV-1-T SP-1-T 8 20OW Junipero Ave - 385+60.1 44.5' RT - - PHASE DIAGRAM _ — _ _ — _ 1-A-10' TV-1-T S P-1-T 2 -- _ 385+46.2 53.3 RT 17-3-129 15' 12' MAS SV-3-TB SP-2-T 2/4 / 20OW EI Camino Real 384+89.9 50.41 RT 4� All Signals shall be LED. After establishing locations for equipment, ensure cornpliance with General Signal Note 5,next sheet. w WARNING, PROTECT EXISTINGp ,. Y P-4 y CONDUIT AND SIC IN DRIVEWAYN CONSTRUCTION AREA. aa. 5 x . �n CONDUIT AND CONDUCTOR SCHEDULE CnX 5 6 1 AWG CONDUIT RUN AND SIZE oo or CIRCUIT 1 2 3 4 5 6 7 8 9 1{} s w B R 7 CABLE 8 , ., " 311 3.5 4 2 3 3 2.5 2-4 2 2 4 ,�w roN 2"C, 1-SIC(E) AR AVE1 1 1 1 1 TCa PAL(�M �.. ,.,�.�.��m��,..�..M ..��.. .�,�.,�. ���.� ., ,.�,..,� ��. 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LINE .� ,. �� ..�...H �.. ,,, , 6 � �� � ..>��,�,....�,.a�.wn�� u�..�, ,.. � oror,.w �.. .,.��.. .�.,�N. �.., �,.. �.�� ��a c.? 06 ,� 12 GOND. 1 1 1 POLEOF EVC ; 6�4u 11 �2U 3 COND. 1 1 1 * � ro 12 GOND. 2 2 2 2 w 82 5.110 MKK. . . . POLE Q 3 COND. 2 2 2 2 384 385 5 ' —f- . , . 3 TOTAL 12 COND. 2 3 4 1 2 3 4 8 .. 212U � ��� TOTAL 3 COND. 2 3 4 1 2 3 4 8 11° T4U ' 6 EVA 3 ° 1 '� 285 PT TO LIMIT LINE #10 LUMINAIRES 2 2 2 2 2 2 2 2 2 .a -12LM r , . #6 SIGNAL POWER 2 2 I4L02 I a 11 1 ' #2(a) SERVICE 3 2 6 �. � .� . ....��. ,. ...,. � row , - ,�. ._,a,., �� ��� �. m �a��,. , � 01 DETECTOR 1 �� :.� � �,..�...,. .�a���..�...�,.�...��.�. � . 02 DETECTOR 4 12 — .. . 12 4 DETECTOR 1 1 1 1 04 Qf4 O .. .. 02 a ti � . �.w� � �,a� � �� Q.�4 �.�,.�.,.... a .. �. ..���.�.��,�p`,�.�.��. �, ..��. ,.,, ..� .u��...�� �,�r.�.��..� .�. .a. . .... . ,.��.. ,... .A��.� w..a..�. ..�...�,..., . .... , DLC X15 DETECTOR 1 1 1 1 0 .- 04P 1.. 1.5"C, 2-DLC - EV 08P 1.5"C, 2-DLC ,. 06 DETECTOR 4 08 DETECTOR 2 2 2 1.5"C, 5-DLC ( 02P .a. .. TOTAL DLC 5 7 7 1 1 1 13 °✓ % 5 - F 2 EV-C EV DETECTOR 1 1 2 1 1 2 2 4 EL CA 0 1,?EA L SIC 6 PR#20r7l2 43 0 1 _ NOTES: F � � UTILITY POLE & LUMINAIRE TO BE REMOVED BY OTHERS (a) SERVICE CONDUCTORS SHALL BE AS REQUIRED BY SERVING UTILITY. co GUY `POL INSTALLATION NOTES 00 INSTALL MODEL 170E CONTROLLER ASSEMBLY IN MODEL 332 CABINET. CONSTRUCT FOUNDATION AND PAD IN ACCORDANCE WITH STANDARD PLAN ES-3C. .�5° 13° F21 INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE. SEE SERVICE DIAGRAM NEXT SHEET. 1 FOUNDATION SHALL CONFORM TO STANDARD PLAN ES-2E. INSTALL TYPE PGE (RULE 16)SERVICE. PG&E SERVICE CONNECTION TO BE COORDINATED BY t q CONTRACTOR. .., ® 10 20 4oF' R GENERAL SIGNAL NOTES AND OTHER DETAILS, SEE SHEET E-2 ® INSTALL NON-ILLUMINATED STREET NAME SIGNS (NISNS)ON SIGNAL ARM. LEGEND SHALL BE AS SHOWN Z: ON VOLE AND EQUIPMENT SCHEDULE,THIS SHEET, SEE DETAIL NEXT SHEET. ; SCALE : 1" = 20' t a ® INSTALL 30 IN X 30 IN R34 SIGN ON SIGNAL ARM ADJACENT TO SIGNAL HEAD. MOUNTING SHALL CONFORM � TO DETAIL U ON STANDARD PLAN ES-7N. rn 5 INSTALL EMERGENCY VEHICLE OPTICAL DETECTOR ON SIGNAL ARM. M 0 7 GATHER SLACK FROM SIC IN DOWNSTREAM AND UPSTREAM PULLBOXES. ROUTE AND TERMINATE AT N ❑ 3 NEWLY-INSTALLED CONTROLLER. a w ' � JP 8711 THISH"LAN FOR TRAFFIC SIGNAL. AND LIGHTING WORK ONLY E-1 v, NOTICE: THE CONTRACTOR SHALL /NOTIFY REVISIONS CITYUNDERGROUND SERV/CEALERT USA 4 OF A --SOC,--227-2,500 NO. BY DATE DESCRIPTION APPROVED BY DATE w NOT LESS THAN 2 WORKING DA YS k° PRIOR TO START OF CONSTRUCTION #02136 TRAFFIC SIGNAL AND LIGHTING .Cn = ASSOCIATED ED 1 NSPOR 1 A 1 ION ENGINEERS ,� '�� �q �� EL CAMINO REAL & Y 11� 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 - (805)687-4418 Q PPROVED BY THE CITY OF ATASCADERO JUNIPERO AVE 2 No.15487 ­7 �p Exp.3-31-05 DATE STEVEN B. KHAN I y I V �� DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: a R.C.E. 15487 EXP. 3/31/05 DATE 8/27/03 of c��,� ' Director of Public Works R.C.E. 42350 EXP. 3/31/04 MKF TPC MKF 02136 1" = 20' OF: 2 15111 m 0 a C? N 3 t i 1 i I 1 ROADSIDE SDELINEATION NOTES CROSS "� 4 CAPS i TRAFFIC I'D1. ALL PAVEMENT DELINEATION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF DOES NOT R (SPECIAL) CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 20027 R1/ R(SPECIAL STOP 30 X 36 AND THE,CONTRACT SPECIL PROVISIONS. R1 R C❑ CROSS ' 2. THE CONTRACTOR SHALL REMOVE BY WET SANDBLASTING ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH 4°° CAPS CONFLICT WITH NEW WORK;SHOWN ON THE PLANS. SANDBLAST AREAS FOR PAVEMENT MARKING LEGENDS AND TRAFFIC - FACE OF CURB R (SnPECIAL) +�""� R26 ARROWS SHALL BE RECTANGULAR. ALL SANDBLASTED AREAS SHALL BE FOG SEALED. 1 EYP. 3fl'° X 36" DOES NOT ti .� a STOP R1/ R(SPE 1AL)d �� LL 0 20' 40' 80' 3. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE FURNISHED AND WARNING (SPECIAL) INSTALLED BY THE CONTRACTOR. 4' , T 10 W41/UUP 1 A R2, 6(S) R1 R100B'16 SCALE : 1" W 40' 0/2 OR CENTER OF HANDICAP RAMP R -- 4. THE EXACT LOCATIONS OF ALL NEW ROADSIDE SIGNS AND PAVEMENT DELINEATION SHALL BE MARKED IN THE FIELD ® BY THE CONTRACTOR AND HALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. Y Id 5. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURS TO CENTER OF STRIPE, OR BETWEEN CROSSWALK .- R BETWEENOR WAU LIMIT LINES T CENTERS OF STRIPES. LIMIT LINE 6. ALL PAVEMENT MARKINGS AND PAVEMENT DELINEATION OTHER THAN RAISED PAVEMENT MARKERS SHALL BE -,, J 12' .�.�... -- 12' THERMOPLASTIC. r '11' m 11" . W§ • 7. WHERE SIGNS ARE SHOWN TO BE REMOVED, SIDEWALK SHALL BE REPLACED PER CITY STANDARDS. J85 R CROSSWALK LAYOUT DETAIL __ --- . 4 NO SCALE . . .. wk R - aw . PAVEMENT DELINEATION L ROADSIDE SIGN LEGEND 12' 12' -. ., � ,.`�. "." - ��.� g .•. , .� T .��.. ..�.� .� R REMOVE EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC - „w. ..M STRIPING WHICH CONFLICTS .�. !WITH NEW WORK AS SHOWN ON Q EXISTING SIGN TO REMAIN. EL CAMINO REAL THS PLAN. SEE PAVEMENT DELINEATION NOTE 2 THIS SHEET. a R31 W41/W41 A INSTALL SIGN ON EXISTING POST. R32/R26(SPECIAL) R31 ❑ CW INSTALL 12" WHITE CROSSWALK LINES AS SHOWN. �1 R REMOVE EXISTING SIGN. m ® � CROSSWALKS TO BE 11' APART O.C. UTILITY POLE AND LUMINAIRE INDICATES ONE-POST SIGN. ' , t °" SNS/R1 TO BE REMOVED BY OTHERS LL INSTALL 12 WHITE LIMIT LINE AS SHOWN. Z) ALM 11 INSTALL "KEEP CLEAR" PAVEMENT MARKING AS SHOWN. THIS PLAN ACCURATE FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK ONLY PD-DETAILS LEGEND NOTES: (FOR SERVICE EQUIPMENT) P Pole --------- External Conductors CKT BKR Circuit Breaker ---- - Tie Point GENERAL S NOTES 1. VOLTAGE RATINGS OF SERVICE EQUIPMENT SHALL CONFORM TO THE SERVICE A Ampere Conductor or Bus VOLTAGES INDICATED ON THE PLANS. V Volt --` --- Contactor Coil 1. ALL SIGNAL AND LIGHTING WORK SHALL CONFORM TO THE STATE OF CALIFORNIA M Metered T l-- Contactor, Contact NO UM Unmetered = Contactor, Contact No DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS 2. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL SERVICE EQUIPMENT ITEMS SN Solid Neutral 0 PNO Blocks DATED JULY 2002, AND THE SPECIAL PROVISIONS ACCOMPANYING THIS PLAN. SHALL BE PROVIDED FOR EACH SERVICE EQUIPMENT ENCLOSURE AS SHOWN ON PNO Pole Normally Open STANDARD PLAN ES-2C. PNC Pole Normally Closed 2. ALL EQUIPMENT AND MATERIALS REQUIRED FOR THIS PROJECT SHALL BE FURNISHED BY THE CONTRACTOR. 3. DIMENSIONS OF SERVICE EQUIPMENT ENCLOSURES SHALL MEET THE REQUIREMENTS OF THE SERVING UTILITY. ' --. Signal Mast Arm TYPE III-BF SERVICE 12®/240V. E IPMENT LEGEND � 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING LIGHTING CIRCUITS DURING ( ) QU CONSTRUCTION. ITEMCOMPONIENT NAME PLATE NO. DESCRIPTION L 1" X 1" x 3/16" 4. BONDING AND GROUNDING CONDUCTORS REQUIRED BY THE NATIONAL ELECTRICAL Neutral Lug CODE AND BY THE STANDARD SPECIFICATIONS ARE NOT SHOWN ON CONDUCTOR 1Landing Lug SCHEDULES. THE CONTRACTOR SHALL ENSURE THAT THE ENTIRE SIGNAL AND LIGHTING 4 SYSTEM IS BONDED AND GROUNDED AS REQUIRED BY THE STANDARD SPECIFICATIONS Single-phase Q Test Bypass Facilities . 8 U C. SN A °g AND THE CODE. Meter Socket and Support cit Junipero a secondary 120/240V. 5 Terminal Blocks 6" L.C. 3-wire service by a 5. THE LOCATIONS OF ALL ELECTRICAL EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR utility. p @ Solid Neutral Lug L 6 J SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. Q Ground Lug _ a Ground Rod Street Name Sign 6. THE APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES AND OTHER FACILITIES 3 1 15A. 120V. 1 P CKT BKR Spare Mount sign as close as practicable to signal pole © SHOWN ON THIS PLAN ARE TAKEN FROM UTILITY COMPANY AND CITY RECORDS. NO maintaining required clearance to roadway. W WARRANTY IS MADE REGARDING THE LOCATION OF UNDERGROUND UTILITIES. IT SHALL 7 M �0 100A. 240V. 2P CKT BKR Main Breaker g q y' zo a BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE LOCATIONS OF ALL UNI 30A. 120V. 1P CKT BKR Highway Lighting UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. SN G @ 60A. 120V. 1 P CKT BKR Signals S,� Cabinet Sabrice SN 30A. 120V. 1 P CKT BKR Spare NIA T 7. ALL FOUNDATIONS FOR EQUIPMENT SHALL BE HAND DUG. Q 14 20A. 120V. 1 P CKT BKR IISNS Lighting (FUTURE) NTS 6 10 18 @ 15A. 120V. 1 P CKT BKR Lighting Control 17 a. $ 15 Photoelectric Unit �' 11 15A. 1 P Test Switch Lighting Test Switch W Auto s 30A. 2PNO Mercury Contactor o M SN o Test N 120 V. Highway Lighting ° o� Spare 120 V. IISNS Lighting (FUTURE) Spare 120 V. Signals c� ® THIS TAN AC URATE. TOR TRAFFIC SIGNAL AND' LIGHTING WORK ONLY E-2 W 13 12 914 . REVISIONS CITY OF A H NO, BY DATE DESCRIPTION APPROVED BY DATE S W a M ESS, - TRAFFIC SIGNAL AND LIGHTING NOTES I PD DETAILS #02136� NOTICE.° SII �1r=..�. 1� _ THE CONTRACTOR SHALL NOTIFY A S OCIATTD T N F'OR`T'ATION ENGINEERS � �q � EL CAREAL &UNDERGROUND SERVICE ALERT (USA) APPROVED BY THE CITY OF AT JUNIPERO A�V/100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 • (805)687-4418 CADERO 1--8'00--227--2 '00 =-. o��" M No.15487 NOT LESS THAN 2 WORKING ,DAYS ,.n �, 6/n5 PRIOR TO START OF CONSTRUCTION Exp.3-31-05 DATE slq C v j \4 STEVEN B. KHAN Q DESIGNED BY: DRAWN BY: CHECKED BY: J4B NUMBER SCALE: SHEET: 2 a R.C.E. 1 5487 EXP. 3/31/05 DATE 8/27/03 F of cAL�F Director of Public Works R.C.E. 42350 EXP. 3/31/04 MKF TPC MKF 0213 1" = 40' OF: 2 III 0 rn