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HomeMy WebLinkAboutWinchester Road @ Willows Avenue/Winchester Creek Road (1995) GENERAL, CONSTRUCTION NOTES: GENERAL TRAFFIC SIGNAL NOTES: 1. ALL PULL BOXES SHALL BE #6 UNLESS OTHERWISE INDICATED OR 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 199A STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 61m. 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2• ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 1m OF SLACK PLANS FOR THE CONSTRUCTION OF IN EACH PULL BOX. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY C SIGNAL AND LIGHTING 3. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE 'A" PER STANDARD ALL CONDITIONS ON THE JOB SITE PRIER TO COMMENCING WORK THE TRAFF1 PLAN ES-5E. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 4. A MINIMUM OF .61m OF CLEARANCE SHALL BE MAINTAINED BETWEEN DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY AT THE INTERSECTION OF TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT 5. THE SPACE BETWEEN THE CONTROLLER CABINET AND THE ELECTRICAL LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE PEDESTAL SHALL BE A MINIMUM OF 3.1m (10). SERVICE ALERT AT (d00) 227.260. HAND DIG UNTIL CLEAR OF WNCHESTER- ROAD (SR=79), OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. S. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING. AND 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL 3. SEE CALTRANS STANDARD PLANS ES-1A AND ES-118 FOR SYMBOL AND / WILL4WS AVENU � PLACEMENT. ETRIPINQ LAYOUT (CATTRACKING) SHALL BE APPROVED ABBREVIATION LEGEND. WINCHESTER CREEK AVENUE PRIOR TO LOOP DETECTOR INSTALLATIONS 4. THE STATE, CITY AND COUNTY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF 8. ALL VEHICLE INDICATIONS SHALL BE 300mm. ALL SIGNAL HEADS DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TEMECUIA AREA AND BACKPLATES SHALL BE METAL . TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL 9. ALL DETECTOR LOOPS SHALL BE ROUND (1.8m DIA.) WITH 3m MINIMUM SPACING PAVED AREAS. THERE SHALL BE MATERIALS WITHIN THE STATE, NTY AND COUNTY RIGHT-OF-WAY O STOCKPILING OF °N CONTRACTOR LICENSE: TYPE A OR C=10 REQUIRED BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE UNLESS OTHERWISE INDICATED. LOOPS SHALL BE TESTED AND APPROVED WITHOUT THE PERMISSION OF THE INSPECTOR. PRIOR TO FILLING SAW'CUTS. 5. NO TRASH, DEBRIS OF ANY CONTAMINATED RUNOFF SHALL BE ALLOWED 10. ALL CONDUIT SHALL BE 53mm RIGID METAL UNLESS OTHERWISE INDICATED. TO DRAIN TO THE EXISTING CATCH BASIN. CONTRACTOR SHALL PROTECT ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN THE EXISTING CATCH BASIN BY USE OF SANDBAGS AND OTHER BEST CUTTING. MANAGEMENT PRACTICES (i.e. BMP SESC54). ALL THE COLLECTED SEDIMENTS . . ...____ _ _ . .. ._ _ AND DEBRIS SHALL BE CAREFULLY REMOVED AND DISPOSED OFF SITE. 11. A MINIMUM OF 1.8m OF SUCK SHALL BE PROVIDED AT EACH PULL BOX, � AND 6m OF SUCK SHALL BE PROVIDED AT EACH CONTROLLER CABINET 215 6. ANY LANDSCAPING DAMAGED BY THE TRAFFIC SIGNAL CONSTRUCTION SHALL FOR SIGNAL INTERCONNECT CABLE. . BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ENGINEER AND 12. THE 300mm RED, YELLOW AND GREEN SECTIONS, THE 200mm RED, YELLOW AND THE PROPERTY OWNER. AND GREEN SECTIONS (TRAFFIC SIGNAL FACES) SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. NO SCALE 15 H1xNMR ROAD BpREt,Rpnp 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL GENERAL SIGNING & STRIPING NOTES. NORUTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. �p5 � 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED 1. ALL REQUIRED STRIPING, PAVEMENT MARKERS AND SIGNAGE SHALL & BY THE RESIDENT ENGINEER. BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 15. INSTALL 1S8 A.W.G. BARE GROUND IN ALL GALVANIZED RIGID STEEL CONDUITS WHICH CONTAIN SIGNAL CABLE, 1#10 A.W.G. BARE GROUND IS REQUIRED IN 2. ALL STRIPING AND PAVEMENT MARKING REMOVALS SHONM ON THE CONDUITS WHICH CONTAIN ONLY LOOP LEAD-IN CABLE. PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING 1MNCHE3TER AS DIRECTED BY THE ENGINEER. CREEK Ro 18. WHERE DAMAGE TO THE STATE FACILITIES IS CAUSED BY THE CONSTRUCTION ► ACTIVITIES, THE CONTRACTOR SHALL AT HIS EXPENSE REPLACE DAMAGED 3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD i�� DNS FACILITIES PROMPTLY IN ACCORDANCE WITH APPLICABLE CALTRANS STANDARD W BY THE ENGINEER. SPECIFICATIONS. 4. DOUBLE YELLOW STRIPES SHALL HAVE A 75mm PAINTED BLACK LINE PROJECT LOCATION 17. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO w SEPARATING 100rnm YELLOW LINES. WORK ON EMERGENCY VEHICLE PRE-EMPTION (EVP) UNIT AND EMPLOYED BY v g THE EVP MANUFACTURER OR HIS REPRESENTATIVE, PRESENT AT THE TIME � WHEN THE EQUIPMENT IS TURNED ON. W S. THERMOPLASTIC CROSSWALKS SHALL HAVE 3m BETWEEN 300mm WHITE STRIPES. cnLOCATION MAP 18. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO 6. TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS SIMMONS NO WORK ON THE CONTROLLER UNIT AND EMPLOYED BY THE CONTROLLER Z UNLESS OTHERWISE DIRECTED BY THE ENGINEER. T.7S.,R.3W.,SEC. 24 MANUFACTURER OR HIS REPRESENTATIVE, PRESENT AT THE TIME WHEN THE � 2003 THOMAS BROS. MAP PG. 925, J-T EQUIPMENT IS TURNED ON. 7. STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED BY THE W 19. ENGINEER PRIOR TO INSTALLATION OF STRIPING AND LOOP DETECTORS. SIGNAL SHUTDOWN SHALL BE LIMITED TO THE HOURS BETWEEN 9AM AND 3PM Q MONDAY THROUGH THURSDAY EXCEPT HOLIDAYS. 8. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT AREA SHALL BE INDEX OF SHEETS 0 REPLACED IN IaND AS DETAILED ON THE SIGNING AND STRIPING PLAN AND AS 20. ALL SIC CONDUCTORS SHALL BE SOLDERED TO TERMINAL LUGS USING THE HOT IRON METHOD, AND SHALL BE CONNECTED TO THE (TBO)-TERMINAL BLOCK INSIDE DIRECTED BY THE RESIDENT ENGINEER. 1. TITLE SHEET THE CONTROLLER CABINET. ` -r � 9. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. 2. STREET IMPROVEMENT PLAN 21. CALTRANS ELECTRICAL OPERATIONS (909) 383-6427 SHALL BE NOTIFIED AT LEAST w SALVAGED SIGNS SHALL BE DELIVERED TO THE APPROPRIATE AGENCY 14DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. w MAINTENANCE YARD AS DIRECTED BY THE ENGINEER. 3. SIGNING AND STRIPING PLAN W 4. TRAFFIC SIGNAL 3 LIGHTING PLAN c.� ENCROACHMENT PERMIT NO. 08-03-N-SN-0051 � NO. REVISIONS MPR DATE CO NrY OF"^EFAM CO114TM0F1"`MRS10E TITLE SHEET REFERENCE CITY OF TEMECULA REVIEWED/CONCURRED o�us, TRANSPORTATION DEPARTMENT .• °. TRANSPORTATION DEPARTMENT �w �`��E "' '°�`•o °� WNCHESTER ROAD w.o. No. 83-0657 � �p O s ROAD NO. � 7�ti o3 . o = � � SURVEY NO. DIAL rr0 Ma �. � r t�FRc w► " MwC[� � FILE: HWY79VNLLOWSTS.DGN sepow DAYS,�� .� � �.LY•�s 7/ �, �,.�,� ,* WILLOWS AVENUE/ .Y � �p� - � � °^ � �j � \&4NCHESTER CREEK AVEDESIGNED BY DRAWN eV tru w� � wu�a�.n�ucraa aF wauc wowaicm aw��e 1��[ 7-/B'� 0/ C A l%fGEOR Il JOHNSON DAT G Mir iatnNR ANI�fvtANTZ YONAE Pa�E A luat 7ifJ1�R1[ �► u�aU10�a�0 KDR �a DIRECTOR OF TRAN ATION SHEET U of �►a.sn exrre�s saoa Jah+A�s.o�rtr oxecron OF►wMwv ovatAnoNa '�i�- o�.m ou�� GOQ`� M � + + co I I Lo N M I N now co %woo I I I I I 1 .r- �.•� � I ••� I M I $ I 0 M 11 o 0 C� C? .�- N co 1 I NI � IM I 1 M W 10 I RR PULL BOXES I I z Z 0 A rw. w �- w ~ a co a4 EXIST RAAI----.,, • �� A ..r. r ..M.r �� � �■� .■.. rr.rr ..Nr _.r■.. — s� '"ATV .r.w �� i■�i �■.t 1 _ E _cn I i I -T WINCHESTER ROAD -- __ — —0 41b j0lnhWr W W W W W w �z (-�-5 W W w W W EXIST C&G, SAN 41 S4 2 2 E ci co ' '' ► c4 107m(350) LEFT TURN POCKET 3 .6m(1201 BAY TAPER 10 s ___.. s s S I S s S _ 39+00m � -� EXIST RAISEQ �AED�IAN 38+00m x _ N. �r . _ - -- _ O I sis Ors as s as arrr 3+00) �^ *�` a�rr as as aasILaL+m � � ass Ors(12 •..� .� � STA 37+57.08m(123+2 5.3Z) NCHESTER AD 1 A STA 3+04.8Om 10+� WILLOWS AVENUE E 5 a r_ G G G G G �' G STA 3+04.80m l0+00 WINCHESTER CREE AVE G _ -- G G Tzz --- T - T T c�. G —G `,, • vm �4 I o coo up N 6 7 6 7 . EXIST C&G R Z..a s ..s .rs ..e>s >•.s as as>w. rs .s �ass a.awr .ra � aiwr Ors a..,w. .�rr.r>�>� r..r��s �. .s .s a■s as .s .s.�ws.� ar.rs.re.� �,s y.sa sre� .rrr s! as .r.rrt .rr : _� .are sns as arrr : �.Ors as y..e �ww a..=r« � awr .. aas aws is ,� as rrre .� Orr aas as srre ..s =� ss s aas as aws aAs srs =as ,rs ss ar... r.. ws r.i. .s � awe sae 1a 7m ) . . . — I EoH EON S° ' • � EoH off � off �o EoH ._ ._.... .._ ..:�.. :�. .. Doff Eo � • EoH � .rw.. • - �,--,. • • •' r■rsi � �w ■r■�r� "rr■r� � � sswr .'r_"" °: ': I . • : • EXIST RAN SD SD SD SD' SD SDSD SD SD SD SD SD 50 1. L TV i I �•,., I �- PROPOSED PROPOSED 4 CONSTRUCTION NOTES. 6-1 A.C. TYPE Al-150 CURB 5 so I M II sD M I EXIST CURB 1 REMOVE EXISTING IMPROVEMENTS (RAMP, SIDEWALK) AND CONSTRUCT NEW PROPOSED PROTECT IN PLACE 10 PER CALTRANS STD DWG. NO. A88A, CASE "E'. 4 14') A.B. CL-2 CURB RAMP I 2 REMOVE EXISTING IMPROVEMENTS (SPANDREL, BASE) AND CONSTRUCT NEW g SAW=300"n(i r) SPANDREL PER COUNTY STD. 209. 2.1 m(7"� 91 m(3 1.Z2rn(4 . --- - - = ---- -- - _ _ _ _:�, 3 REMOVE EXISTING IMPROVEMENTS (CURB, A.C., BASE) FOR NEW STRUCTURAL SECTION. 4 CONSTRUCT 165MM(6•1M A.C. OVER 3B0nnm(14') A.B. CL-2. 5 CONSTRUCT TYPE Al-150 CURB PER CALTRANS STD. DWG. NO. A87. MATCH EXIST EXIST BASE GRADE M 1 N (296) EXIST BASE 6 CONSTRUCT TYPE A2-200 CURB PER CALTRANS STD. DWG. NO. A87. LEGENDS TO REMAIN TO REMAIN 7 REMOVE EXISTING CURB AND GUTTER. © '""TO'''UM EXIST IMPROVEMENTS EXIST ASPHALT 3 EXIST ASPHALT 8 REPAIR 53mm(2') A.C. OVERLAY BEHIND CURB AS DIRECTED BY THE RESIDENT ENGINEER. OS w�ou�e TO BE REMOVED TO REMAIN TO REMAIN � ME HYM%W 9 SAWCUT EXISTING PAVEMENT AS DIRECTED BY THE RESIDENT ENGINEER, •� pcw"PQa REPAIR 53mm OVERLAY 8 10 PROTECT IN PLACE. �71 SM vmxT BEHIND CURB 11 RELOCATE WATER METEWPULL BOXES BY RANCHO CALIFORNIA WATER DISTRICT BEHIND SIDEWALK., SECTION A=A ENCROACHMENT PERMIT NO. 06.03-N-SN-0051 NOT TO SCALE CITY OF TEMECULA ILo�last* COUNTYO1"`� STREET IMPROVEMENT PLAN REFERENCE NO. REVISIONS APPR DA •r �A TRANSPORTATION DEPARTMENT �r .rr. �*� r `• WO.NO. B3~+O657 Al�PRONED�r WNCHESTER ROAD SURVEY W. w►YE w : v/ O 3 F. B. NO. TWO � MMr 0!�� � OF TRAWWWANA DATE AVENUE/ FILENAME: HWY79AMLLO VM DAYS voiKFOK �� WLLOWS voli onr .. � WNCHESTERa D BY DRAM®'Y cv w w+..�..rr•• DESIGNED VOL �r ,�a► .����•�••� a�. •o� ,�� CREEK ��� MfKE KRANTZ MWE KRANTZ MCNAE ME A PMLAC �MQ IN II.Q AM MO.39017 EXPRES 640-ft C A�' BY WMN YWRALI R DATE ae �