Loading...
HomeMy WebLinkAboutButterfield Stage Road @ De Portola Road/Pauba Road (2002) CITY OF TEMECULA TR FF1 I N LINT RCONN CT PL N1111WEm BUTT RF1 L ST G RO D FROM PORTOL RO TO P RO TRAFFIC SIGNAL AND SIGN ING/STRI PING PLANS , TT RF1 L T RO AT CROWN HILL RIV GENERAL NOTES: 1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE LOCATIONS AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT �� SHOWN ON THESE PLANS AND VERIFY ALL JOBSITE CONDITIONS. HAND EXCAVATE CONSTRUCTION. WORK CLEAR of ALL SUBSTRUCTORES. PROTECT ALL FACILITIES DURING RUCTION WORK TO BE PERFORMED 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES WORK FOR THIS PROJECT SHALL CONSIST OF INSTALLING TRAFFIC AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. SIGNAL INTERCONNECT CONDUIT AND CABLING ALONG BUTTERFIELD STAGE ROAD, FROM DE PORTOLA ROAD TO PAUBA ROAD AND TRAFFIC 3. POLE, DETECTOR AND EQUIPMENT LOCATIONS ARE APPROXIMATE. THE CITY SHALL SIGNAL AND SIGNING/STRIPING AT BUTTERFIELD STAGE ROAD AT VERIFY EXACT EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. CROWNE HILL DRIVE 4. ALL VEHICLE SIGNAL HEADS/FACES SHALL BE 12" DIAMETER WITH BACKPLATES VP1P AND GELCORE (OR ►CITY APPROVED EQUAL) LED UNITS. PEDESTRIAN SIGNAL HEADS/FACES '0110 SHALL BE TYPE A" WITH INTERNATIONAL SYMBOL AND CONTAIN LED MODULES. �p ALL SIGNAL HOUSINGS SHALL BE ALUMINUM. PLASTIC SIGNAL HEADS, PEDESTRIAN HEADS, VISOR, �P�►�' BACKPLATES, AND PUSHBUTTON SIGNS SHALL NOT BE USED. PEDESTRIAN PUSHBUTTON SIGNS SHALL BE TYPE B WITH R62D SIGNS. INDEX OF SHEETS 5. ALL PULL BOXES AND COVERS SHALL BE CONCRETE. PULL BOX COVERS SHALL DRAWING NO. DESCRIPTION HAVE THE MARKING "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5, UNLESS OTHERWISE NOTED WITH 200 MAX. SPACING. T-1 TITLE SHEET 6. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS .e T-2 TRAFFIC SIGNAL INTERCONNECT PLAN SHALL BE BLANK DURING FLASHING OPERATION. 7- BUTTERFIELD STAGE ROAD 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES p�V d,Rppp DE PORTOLA ROAD TO STA 46+00.00 DURING TRAFFIC SIGNAL INSTALLATION. 'A T-3 TRAFFIC SIGNAL INTERCONNECT PLAN BUTTERFIELD STAGE ROAD 8. ALL CONDUIT AND FITTINGS SHALL BE RIGID STEEL, 2" MIN. INSIDE STA. 46+00.00 TO 70+00.00 DIAMETER, UNLESS OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. T-4 TRAFFIC SIGNAL INTERCONNECT PLAN BUTTERFIELD STAGE ROAD 9. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE STA. 70+00.00 TO PAUBA ROAD FOR EACH LUMINAIRE. r-V T-5 TRAFFIC SIGNAL PLAN 10. LOOP DETECTOR WIRE SHALL BE TYPE "'I". LOOP DETECTOR LEAD—IN CABLE, M��� � ROYAL CREST PL. BUTTERFIELD STAGE ROAD AT SHALL BE TYPE CROWNE HILL DRIVE TRACT 23143 T-6 TRAFFIC SIGNING AND STRIPING PLAN 11. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM WITH FULL CUT—OFF LENS, G'' 250W INTEGRAL BALLAST. BUTTERFIELD STAGE ROAD AT CROWNE HILL DRIVE 12. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE TYPE "A" AND CONFORM TO THE TRAFFIC SIGN SPECIFICATIONS, STANDARD PLANS AND FITS STANDARD SPECIFICATIONS. @� O� 13. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND �y FACILITIES WITH SCE SCHEDULER—RICK UMPRESS— (909) 928-8260. ,<<O 14. ALL CROSSWALKS, LIMIT LINES, CHANNELIZING LINES GREATER THAN 8 , PAVEMENT �4 LEGENDS AND ARROWS SHALL BE THERMOPLASTIC. TRAFFIC SIGNAL 15. ALL DETECTOR LOOPS SHALL BE TYPE "E" AND SPACED 10' APART IN THE LOCATION DIRECTION OF TRAVEL. 16. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS, DATE 1992. 4 *4 a 10 VICINITY MAP. a04 Q PROJECT p0 Q LIMITS © �10 ss" 0 DIAL TWO WORKING BEFORE w. DAYS BEFORE �.. YOU DIG YOU DIG w 04 TOLL FREE 1-800-227-2600 p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n o DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL QRp�ESS�OH Designed By Drawn By Checked By , Drawing No. 0 CONSTRUCTION RECORD SCALE �o �+� J.A. J.A. R.K. RECOMMENDED BY: DATE: 2. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS o STREET IMPROVEMENT PLANS �OgERr y �yz ASSESSMENT DISTRICT NO. 159 Horizontal Plans Prepared Under Supervision Of / Contractor BUTTERFIELD STAGE ROAD NTs No. 20285 ACCEPTED BY: DATE:1_t, •Oz TRAFFIC SIGNAL INTERCONNECT PLANS T-- I: Inspector * Exp. 9/30/05 * Date ��-- NAWAM G. HUGHES oIRECTM OF PUBLIC WMS/CITY ENGINEER TRAFFIC SIGNAL PLANS s Vertical `�l�r civ��. �`! AND SIGNING AND STRIPING PLANS o Date Completed p� �F NTS f CAS R.C.E. No. 20285 Expires 09/30/05 R.C.E. No. 36617 Exp>ro.: 6/30/2004 rn Sheet 1 of 6 0 ppD LA � � R t�O � D , (4 1 � 1 � ' r r , � 1 � r c��E• �ry � 1 1 40' 1 � 1 EXISTING VERIZON CONDUIT AND BUTTERFIELD STAGE ROAD R/W CABLE JOINT W/ EDISON 0 z 0 1 _j 0 + 23 I 24 F—M Q 1 , 3 2 (TYP.) W 1 L - - 8 , M - - - - - - - - - _ _ _ _ Cn W I 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - R/W EOP FUTURE TRAFFIC SIGNAL 1 (1) S.I.C. (TYP.) CONTROLLER CABINET ' (47, go, ,r 1 - ' 40, __� y � 4 1 R/W __ _ v BUTTERFIELD STAGE ROAD -_ -- .......................... ..........11 111 _ -- _ EXISTING VERIZON CONDUIT AND - - da- LLJ p CD CABLE JOINT W/ EDISON CD ry - �--� U 0 3 41 _ r I- Q LLJ - - - - - - - -- -- -- -- -- - -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- / �"� I � 3 R/W TYP. \ I C ) 1 (1) S.I.C. (TYP.) 2 \\ SEE SHEET T-5 (SHT. 5 OF 6) TRAFFIC SIGNAL CONTROLLER CABINET i I � FOR ADDITIONAL PULLBOXES NOT SHOWN ON THIS PLAN �I S.I.C. GENERAL NOTES Z M1 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE CURRENT STANDARD PLANS AND SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. S.I.C. CONSTRUCTION NOTES 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF I OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, 48 INSTALL 2" C w/12 TWISTED PR. STRANDED TINNED COPPER #19 S.I.C. HOURS IN ADVANCE OF WORK. I i (QUANTITY OF S.I.C. SHOWN ON PLAN). I 3. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. ► I 2❑ INSTALL #5 PB AND COIL A MINIMUM OF 3' SLACK OF S.I.C. 3CI INSTALL #6(E) PB AND COIL A MINIMUM OF 25' SLACK OF S.I.C. p � 4. SIGNAL SHUT DOWNS SHALL BE LIMITED TO THE HOURS BETWEEN 9:OOAM AND /� � 3:OOPM. OwAlle ® INSTALL #6(E) PB AND COIL A MINIMUM OF 200' SLACK OF S.I.C. �� DRIVE5. THE CITY'S REPRESENTATIVE SHALL INSPECT WIRE FOR INTEGRITY. ALL S.I.C. SHALL DIAL TWO WORKING BE INSTALLED IN A SEPARATE (NEW) CONDUIT. BEFORE W. DAYS BEFORE YOU DIG YOU DIG 6. PULL BOX SPACING SHALL NOT EXCEED 200' BETWEEN PULL BOXES. TOLL FREE 1-800-227-2600 p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N tD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL Ro�ESS/ Designed By Drawn By Checked By 9 0 CONSTRUCTION RECORD SCALE p Q ��� RECOMMENDED BY: _ Drawing No. J.A. J.A. R.K. DATE: 7 T.s-oZ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS m STREET IMPROVEMENT PLANS �ogERT �' y �yy ASSESSMENT DISTRICT N0. 159 Horizontal Plans Prepared Under Supervision Of Contractor TRAFFIC SIGNAL INTERCONNECT PLAN T— 2 � BUTTERFIELD STAGE ROAD 1,. - �, No. 20285 � 1^ ` _ ACCEPTED gY: �DATE:_ .t�-� Exp. 9/30/05 �-'`'`' I" Date REECMRLiAMG o�UB1C WORKS/CRY ENGINEER BUTTERFIELD STAGE ROAD o Inspector vertical sr C1V1�. \�, DE PORTOL A ROAD TO Sheet 2 of 6 � Date Completed � � 1" = 403 jF �F C A� S /� 0 R.C.E. No...... �2$� Expin�s 09/30/05 R.C.E. No. 3�17 Expiror. B/=tC11�Of14 STA. T�+00.00 JEREZ LANE I ' BUTTERFIELD STAGE ROAD 70. 11 I I I � R/W R/W —�--�— ------- -- -- -- -- -- -- -- — __ _ -- -- -- -- -- -- -- —_ __ — -- -- -- -- -- I — ,-- w O N Lj Q - - 47 _ - - - � - - - - - - - � - - - - - - - - -� - - � - - - - - � - - - - - � - - - - -� _ _� —J 48 49 50 51 52 53 54 55 156 — O ~ — — — — 2 (TYP.) EXISTING VERIZON CONDUIT AND ' I 0 - ~j —_41 - - - - - — � , — � � CABLE JOINT W/ EDISON 8� M _ � 130 F� W vl 3 5 R/W _ I 1 (1) S.I.C. (TYP.) m R/W BUTTERFIELD STAGE ROAD R/W _�----�-- -----��_ - EOP 64 - �� � ` - - � — __ FUTURE CURB 60 AND GUTTER - - �- - � _ -- Q -dw�_ 66 coo R/W - 5 (TYP .J1 (1) S.I.C. (TYP.) Scq ,�` -- _ 68 h 1 - O 40' - � ` - - s� W o - _ O- S.I.C. GENERAL NOTES - _ - ` - - _ _ • W co 0 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE CURRENT STANDARD PLANS AND - - SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. -- 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, 48 HOURS IN ADVANCE OF WORK. 3. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SmImCm CONSTRUCTION NOTES 4. SIGNAL SHUT DOWNS SHALL BE LIMITED TO THE HOURS BETWEEN 9:OOAM AND 3:OOPM. 1❑ INSTALL 2" C w/12 TWISTED PR. STRANDED TINNED COPPER #19 S.I.C. 5. THE CITY'S REPRESENTATIVE SHALL INSPECT WIRE FOR INTEGRITY. ALL S.I.C. SHALL (QUANTITY OF S.I.C. SHOWN ON PLAN). BE INSTALLED IN A SEPARATE (NEW) CONDUIT. 2� INSTALL #5 PB AND COIL A MINIMUM OF 3' SLACK OF S.I.C. A � 6. PULL BOX SPACING SHALL NOT EXCEED 200' BETWEEN PULL BOXES. 3[] INSTALL #6(E) PB AND COIL A MINIMUM OF 25' SLACK OF S.I.C. ® INSTALL #6(E) PB AND COIL A MINIMUM OF 200' SLACK OF S.I.C. Feel, IN ff,114 5L� INSTALL PB UNDER SIDEWALK AND CONDUIT BEHIND SIDEWALK PRIOR TO SIDEWALK CONSTRUCTION. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG o TOLL FR EE - 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n DATE BY REVISIONS ACC'D DATE SEAL Designed By Drawn By Checked By 0 CONSTRUCTION RECORD BENCH MARK SCALE o QROFEssioy,�� RECOMMENDED BY: DATE: � J.A. J.A. R.K. r CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing o. U STREET IMPROVEMENT PLANS cn, �ogERT '�' y �y� to Contractor ASSESSMENT DISTRICT NO. 159 Horizontal Plans Prepared Under Supervision Of Can BUTTERFIELD STAGE ROAD . _ �` No. 20285 '° ACCEPTED I Y: _ DATE: -Zt-e L TRAFFIC SIGNAL INTERCONNECT PLAN T— 3 n * Exp. 9/30/05 * � Date l `� 7� D�IR MtG.�UGH�E51C WORKS/CI1Y ENdNEER rI Inspector BUTTERFIELD STAGE ROAD Ir- Vertical sl., cmv ��� STA. 46+00.00 TO Date Completed 1" = 40' l F OF C Al 0 R.C.E. No. 20285 Expire. os/3o/05 R.C.E I+b. 3�617 Expl►�: B/�/ STA. 7 O+OO.O 0 Sheet o 0 SCALD ' 40' BUTTERFIELD STAGE ROAD EOP R/W FUTURE CURB AND GUTTER w O I •-� Jo ~ 0 + 0 W - - � _ 0 p 71 72 73 74 75 76 77 78 79 80 ---� _I� _ _j p Q W N `J () V) 8" M � � VJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � __ _ - - _ __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ __ - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - __ � _ , — _ - - _ : - - � — � Q co LJ C/) LI 1 (1) S.I.C. (TYP.) 5 (TYP.) CALLE LAS MARIPOSA R/W (FUTURE ROAD) FUT R/W � I � I I i R/W EOP ESTAGER AD BUTTFIELD O R SCALE; 1" � 40• FUTURE CURB I AND GUTTER Irk -- -- —r----- / i �.r— — -- -- -- -- -- -- -- rr _r -- -- -- -- -- -- -- -- -- -- -- --_ __ 0 W p L,J W 0 z O Z 0 C Y—' J + � = moo NLLJ> _ `� - -- 83 84 85 86 87 88 89 90 91 92 93 LLJ 0 0 0') m Q . � Q 8 M (I) W � F-- — � � � - - � - - � _ _ � _ - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - _ _ — _ � � � � � — _ - - - - - - - - - - - _ — _ — _ - - - - - - - - - - - _ � T _ - - W 2 (TYP R/W 1 (1) S.I.C. (TYP.) Op FUTURE TRAFFIC SIGNAL 7 CONTROLLER CABINET r r \ S.I.C. GENERAL NOTES I ' 1K \ �\ \ \ \ EXISTING VERIZON CONDUIT AND Nil �� \\\\ \ 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE CURRENT STANDARD PLANS AND CABLE JOINT W/ EDISON I \ \ \ SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. FLIT R/W � 1" = 40' 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL EOP SCALE: BUTTERFIELD STAGE ROAD CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ROYAL CREST PLACE \ \ \ OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, 48 FUTURE CURB R/W 1 \ HOURS IN ADVANCE OF WORK. (FUTURE ROAD, AND GUTTER \ 3. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. -- 4. SIGNAL SHUT DOWNS SHALL BE LIMITED TO THE HOURS BETWEEN 9:OOAM AND = \ \ \\ 3:OOPM. Q W \ \� zoo \\ \ 5. THE CITY'S REPRESENTATIVE SHALL INSPECT WIRE FOR INTEGRITY. ALL S.I.C. SHALL J O W BE INSTALLED IN A SEPARATE (NEW) CONDUIT. + (, Q7 m 95 96 97 98 99 100 \ 1 101 6. PULL BOX SPACING SHALL NOT EXCEED 200 BETWEEN PULL BOXES. Q 1 ham- W \ 1 W 8 S.I.C. CONSTRUCTION NOTES 1❑ INSTALL 2" C w/12 TWISTED PR. STRANDED TINNED COPPER #19 S.I.C. 1 (1) S.I.C. (TYP.) R/W 4 11 (QUANTITY OF S.I.C. SHOWN ON PLAN). 2 (TYP EOP .) 1 1 INSTALL #5 PB AND COIL A MINIMUM OF 3' SLACK OF S.I.C. 0 2❑ r I rn 3� INSTALL #6(E) PB AND COIL A MINIMUM OF 25' SLACK OF S.I.C. FUTURE TRAFFIC SIGNAL CONTROLLER CABINET r I r DIAL TWO WORKING ® INSTALL #6(E) PB AND COIL A MINIMUM OF 200' SLACK OF S.I.C. BEFORE w. DAYS BEFORE 11 YOU DIG YOU DIG I 5❑ INSTALL PB UNDER SIDWALK AND CONDUIT BEHIND SIDEWALK PRIOR TO SIDEWALK CONSTRUCTION. o TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n DATE BY REVISIONS ACC'D DATE SEAL Designed By Drawn By Checked By CONSTRUCTION RECORD BENCH MARK SCALE �o QROF�ssi°"�� J.A. J.A. R.K. RECOMMENDED BY: :ZZ3 _pz CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. © STREET IMPROVEMENT PLANS ASSESSMENT DISTRICT N0. 159 Horizontal �, ?, Plans Prepared Under Supervision Of f�-- Contractor w rr+ = BUTTERFIELD STAGE ROAD a No. 20285 '° ACCEPTED BY: DATE: 7-Zt-off TRAFFIC SIGNAL INTERCONNECT PLAN T- 4 ,: * Exp. 9/30/05 Date d Z WI� G. HUGHES Inspector DIRECTOR OF PUBLIC WORKS/CITY ENGINEER BUTTERFIELD STAGE ROAD * p Vertical s �,�,�. �. STA. 70+00.00 TO Date Completed 1" = 40' F °F C A����� R.C.E. No. 202&S Expires 09 j30f 05 R.C.E. o. 36617 Exptns: a/3a/Zoo4 Sheet 4 of 6 0 PAUBA ROAD