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HomeMy WebLinkAbout3.2-614A SHE ROAD / SCHIRRA COURT PANAMA -BUENA VISTA UNION SCHOOL DISTRICT OFFICE CAL TRANS 2010 STANDARD PLANS RSP SIGNAL LEGEND ° SIGNAL STANDARD (REFER TO POLE SCHEDULE) 11193 CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) 04 om__I_ SIGNAL HEAD (WITH PHASE JJ) RSP LUMINAIRE - MOUNTED ON SIGNAL STANDARD 04P 8 PEDESTRIAN SIGNAL HEAD (WILL PHASE JJ) 11— PEITUPTION DEVICE OPTICAL DETECTOR 2 . I� - (0" ACOM 711 - SINGLE UNIT) p PULL BOX ® SIGNAL CONTROLLER g ELECTRICAL SERVICE PEDESTAL CAL TRANS 2010 STANDARD PLANS RSP ES- 1A ES -3E 11193 RSP ES -5C ¢N a ; RSP ES -10A RSP ES -7B ES -3D 2 . I� - w a ES -6A ,W RSP ES -17 ES -2C o RSP E5 -4A RSP ES -7A NN {t 1 ES -73A NHDf I�% fi' r ES -2E aLgvZ _ RSP ES -4B ES -7B i RSP T-17 m ES -3A RSP ES -4C RSP ES -7E RSP T 12 ES -55 o RSP ES -4E RSP ES- 7G RSP A -24A ¢ I ES -3C 26 � RSP ES -5B ES -SA RSP A -88A D PROJECT SITE 36 31 32 u 11193 o Z 2 ¢N a ; ---JANE.AFS 'L� @ - TOCKOALE,l HWY 1 2 . I� - w a o ,W 1 , ! n �6 W FOR, o ��9+9 a"y� o Niy a. �v2 6C NN {t 1 � NHDf I�% fi' r 8 CJ 8 b'O1S/.93ti aLgvZ _ * ii N i m ZPA IR'0 2419 r3 O U FA NCW IP��a.. IPANAMA� 20 it Latif ?? 1S - o � HfN ��� ry McCUTC ROAD ¢ I �I �25 Ji HOSIpN 26 � 1 0j q 35 r 36 31 3TAFT� a D v a � HWU,zE VICINITY MAP BAKERSFIELD, CALIFORNIA STATE OF CALIFOPN. SACRAMENTO 0 C]Ii��/�I:fiIJLNLYIZU PROJECT SITE •FRESNO LOS ANGELES SAN DIEGO SHEET No. INDEX TS -1 717LE SHEET TS -2 TRAFFIC SIGNAL & LIGH77NG - ASHE ROAD AT SCHIRRA COURT 7S-3 STRIPING AND CURB RETURN REPLACEMENT PROJECT LOCA TION ENGINEERS ST47EMENT MESE PLANS AND SPECYFICAPONS WERE PREPARED BY ME OR UNDER MY DIRECRON, AND, TO THE BEST Of MY KNOWLEDGE AND BELIEF, COMPLY WITH CITY OF BAKERSFI£ZD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THEY NCLUDE ALL IMPR%EMENT REQUIREMENTS OF THE ADNSORY AGENCY OR OMER RENEW BOARD. ANY ERRORS OMISSIONS, OR VOLA PONS OF MOST ORDINANCES, STANDARDS OR DESIGN CRI71PIA ENCOUNTERED INURING CONSTRUCBON SHALL BE CORRECTED AND SUCH CORRTUIONS REFICONO ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY.: ROBERT T. SWANSON DA R.CE 43032 NJ "^-%sWA-., (.1ttAjLN APPROVED BY.. PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER R.C.E. 61069 RENEWED BY.. ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON R.C.E. 44898 %� ,— _,e�. .4 /-7//q REVIEWED BY., TRAFFIC ENGINEER OA TE RYAN STARBUCK 3 a-- ("'9 u Z o Z 2 ¢N a ; O v m w w m � /z1 Z Zr� N di V w a 1 5 r TZ, Q b ¢' I W FOR, o 3 a"y� o Niy a. �v2 6C NN {t 1 � fi' r 8 CJ 8 b'O1S/.93ti 9~ * ii N i m I O U � s ry ti q a v a � 2 1= o O � c� 3 0 Ci a U Ur z o ® FLI oV<co LLLLa 00= Ix Z jrUn®C7 u- m Ww w� b y A p M tl coN 3 a-- ("'9 STOP ALL CONDUCT AND CONDUCTORS ARE NEW RIGHT LANE BIKE LANE THRU LANE LEFT -TURN LANE M C,r IED TYPE D• LOOP DETECTOR -TYPE D' LOOP DETECTOR (6' 6:J TYPICAL LOOP LAYOUT TYPE E' LOOP DETECTOR (6' DIA.) i I I I I v 'I �t 1 / s I ' IT w1Y�, n L 1 - - CONTROLLER DETAIL NORTHWEST CORNER SCALE 1" = 10' SIGN LEGEND RJ -4 - NO U-TURN R61-7(CA) - LEET-THRU, RIGHT ONLY LANE CONTROL BEFORE EXCA VA ANG CALL USA. UNDERGROUND SLA WCE ALERT 800-227-2600 48 -HOURS BEFORE ALL PLANNED WORK OPERA AONS �C I I I I POLE AND EQUIPMENT SCHEDULE i 1. Wv CONDUCTOR SCHEDULE- CHEDULECONDUIT SL NAME SIGN EXISTING WATER LINE CONDUITSIZE 2" 2' 2" 1 J" 1 J" 2" 4• 4•, 2" 2" 1 3" 2" 2. 2-3"7-J° 2" 2" J" CONDUCTOR RUN A�,0AU®jAN®0®Z�A01 EXISDNC RIGHT--OF-WAY — - — - — - — - — �EHICCE DONT WALK 0 02 & 05 6 Existing sidewalk shall be removed and replaced as necessary to complete a// mnstmction. Sidewalk may any be removed —� 00X0&AA 7. 12 CONDUCTOR SV -1-T i 1 2 J 4 5 1 2 8 8 3 CONDUCTOR SP 7 T 02 1 7 1 3 SCHIRRA CT 4 5 1 7 8 8 10 LIGHRNG 2 2 1 S 2 4 6 7 8 8 PRE-EMPTION CABLE 02 1 1 1 2 © 2 3 I, 1 1 4 4 01 DETECTORS 02 DETECTORS 1 3 ASHE RD J_ J 3 — ., 3 MAS MAS 2 2 3 2 3 04 DETECTORS 2 O 2 2 i 2 2 2 05 DETECTORS 2 r O15TS 2 206 02 04 U ULL� DETECTORS08 O27-4-100 �U�°Y SV -I -T MAS SP -1-T 06 04 — - DETECTORS 5❑ © ❑7 1�2 H.1 m W 2 2 7TOTAL DLC 1 5 - N-2-1 2 7 7 2 2 2 1 0 4 SERNCE PRIMARY 17-2-100 15 SV -1 -T SP -1-T 08 06 �— TYPE J LED Al RD 5❑ © ❑7 3 6 SERNCE SECONDARY MAS O7A 7 STOP ALL CONDUCT AND CONDUCTORS ARE NEW RIGHT LANE BIKE LANE THRU LANE LEFT -TURN LANE M C,r IED TYPE D• LOOP DETECTOR -TYPE D' LOOP DETECTOR (6' 6:J TYPICAL LOOP LAYOUT TYPE E' LOOP DETECTOR (6' DIA.) i I I I I v 'I �t 1 / s I ' IT w1Y�, n L 1 - - CONTROLLER DETAIL NORTHWEST CORNER SCALE 1" = 10' SIGN LEGEND RJ -4 - NO U-TURN R61-7(CA) - LEET-THRU, RIGHT ONLY LANE CONTROL BEFORE EXCA VA ANG CALL USA. UNDERGROUND SLA WCE ALERT 800-227-2600 48 -HOURS BEFORE ALL PLANNED WORK OPERA AONS �C I I I I POLE AND EQUIPMENT SCHEDULE i 1. Wv SIGNALS LED SL NAME SIGN EXISTING WATER LINE LOC STANDARD LUMINAIRE (NISNS) REMARKS Lonna 4. ,WALK w-aW PPB scwels ID ARROW EXISDNC RIGHT--OF-WAY — - — - — - — - — �EHICCE DONT WALK 0 02 & 05 6 Existing sidewalk shall be removed and replaced as necessary to complete a// mnstmction. Sidewalk may any be removed —� and replaced m complete panels. 7. 15' SV -1-T i b S/J3y 29-5-109 MAS SP 7 T 02 08 �-- TYPE 3 LED SCHIRRA CT 5❑ © ❑7 � 50" IT --MAT 2 I I� W © Ul - N-2 -T SP -1-T 08 02 - - © 17_2_100 S Se I -T 04 02 f TYPE JLED ASHE RD 5❑ © ❑7 K U � 20' MAS MAS � ^ 2 O 15 z� U �o ore r O15TS SV -2-T SP -I -T 02 04 U ULL� TYPE 3 LED O27-4-100 �U�°Y SV -I -T MAS SP -1-T 06 04 — - SCHIRRA CT 5❑ © ❑7 LT -MAT H.1 m W U Q <,wN OM - N-2-1 SP -1-T 04 06 © 17-2-100 15 SV -1 -T SP -1-T 08 06 �— TYPE J LED Al RD 5❑ © ❑7 20' MAS O7A - TV2-T SP -1-T 06 08 - - AFTER LOCA771VG SIGNAL 5TANOARBS ENSURE COMPL'ANCE WTH GENERAL M07T 4 ALL 7RAFRC SIGNAL' FACES SHALL BE 12 -INCH, TYPE "I' LED MODULES ALL PEDESTRIAN LAWCAAONS SHALL BE NEW TYPE A"LED, INTERNA RONAL SYMBOL TYPE ('HAND" AND "WALKING PERSON! COUNIEve, AS DETAILED IN SOIL SPECIFICADIONS ALL PEDESTRIAN PUSH BUTTONS SHALL BE ADA COMPLIANT PER STANDARD SPECIFICAAONS LUMINAIRES SHALL BE TYPE "J" LED AS INDICATED, PER CITY OF BAPPREFIELD STANDARDS AND SHALL BE AS SPECIFIED IN SPECIAL PRONSIONS SECTION 86-6.01 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UALIAES OR FACIIIDES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES ERNS \I..._j_..❑7' ®2W8 65 6 RJ -4 5 04 ; 6 R61-7(CA) 8J7L 4I3U 04 R61-7(CA) O J r 4I3L ,.. ,708 ! t R3-4 6 !04-_ 01 02P h 0 LIJ 5i a cj q SCHIRRA COURT LEGEND: i 1. i �+ i 2. EXISTING WATER LINE EXUDING TELEPHONE LINE 0 LIJ 5i a cj q SCHIRRA COURT LEGEND: GENERAL SIGNAL NOTES 1. EXISANG STORM DRAIN LINE �+ FAISDNG FIBER OPDC LINE 2. EXISTING WATER LINE EXUDING TELEPHONE LINE ' fAlSONG GAS LINE 3 EXISTING FENCELfNE 4. EXISANG ELECTRIC LINE EXISTING OWPHEAO ELECTRIC LINE TS —""""""' IT' ""'"""" EXISANG TRAFFIC SIGNAL INTERCONNECT - — EXISDNC RIGHT--OF-WAY — - — - — - — - — NEW TRAFFIC SIC,NAL CONDUIT/CONDUCTORS iA2F 0/ 05 02 0 06 01 l 05 F 01 & 05 06P 06 _081, t 06P � � 02P 04 02 ff�_eiig 02&06 04&08 01 & 06 PHASE DIAGRAM INSTALLATION NOTES ❑1 Fumish and Install a Tjpe 332 Traffic Signal Cabinet supplied with a 2070E Tragic Signal Controller, with a eitron 2033 program. Include a OR Madel (2070-64E) Modem 0 Fumish and Install Tjpe Ill -BF, 120v/240v (Aluminum Tjpe) Service Equipment. QJ Construct Concrete Pad for New Cabbages ® &!. tion PG&£ Power Point. Con6..lor shall caardinote cenneetrons with PG&E and Rcikie any required materials and labor. ❑5 Furnish and Install Noo-Illuminated Street Name S/gns (NEEDS) and hungers Street name signs shall be per City of Bakersfield Standards Message as shown on Pole and Equipment Schedule © Prov/de oadf, control ,on scooted on most arm /.goal sbundo c' odpceni to signal head (Type as indicated) E7 Furnish and facial Doncom 711(Sgnal Unit) preemption devices as indicated on plans including oil cables and mounting hardware (PELCO AS -121) fie contractor shall also furnish and install two (2) Opticom 754 phase selector units in the controller cabinet. Contractor shall provide o fully operational preemption system. Exact preamptmn hardware mounting placement shall be determined by the Traffic Engineer in the field ® he In to Existing Traffic Signal Interconnect, Extend New 2' Conduit with 12 Pair Copper Wire to New No 5 Pull Box at connection with Existing interconnect .Splicing in Pull Box not allowed N 1 10 0 20 44 GENERAL SIGNAL NOTES 1. A# signal and lighting work shall Confomr to the State of Caimnio Department o/ Transportation Standard Specifications �+ and Standard Plans dated 2010 (unmodified) and the City of Bakersfield Development Standards 2. the approximate locations of utilities shown hereon ore as shown on city, slots, and VINI), ronlid'y records Other !ocellus, may exr'st in the area at constacten. the Contractor shall verify the location of all underground utilities which may conflict with facilities to be consbucted prior to commencing the work. 3 Bold face plan electrical symbols are new construction. Half-tone/dashed symbols are existing 4. 0 of ec rical equipment to be Installed b the Contractor shall be a roved b the Engineer prior to Are locations f lel ty pp y g construction of Inundations. Centedrhe of standards shall be mat /,he than 3 feet bock o7 the face of curb or edge - - of Pavement. 5. Bonding and grounding conductors required by the National Electric Cade and by the Standard Specifications are not shown on the Conductor Schedule the Contractor shall ensure that the entire new signal and fighting System is bonded _ -"— ' and grounded as required by the Standard Speconzotions and the Code. 02 & 05 6 Existing sidewalk shall be removed and replaced as necessary to complete a// mnstmction. Sidewalk may any be removed —� and replaced m complete panels. 7. Pull box M front of controller shall be 16 A# others shall be 05 with extension, unless otherwise noted iA2F 0/ 05 02 0 06 01 l 05 F 01 & 05 06P 06 _081, t 06P � � 02P 04 02 ff�_eiig 02&06 04&08 01 & 06 PHASE DIAGRAM INSTALLATION NOTES ❑1 Fumish and Install a Tjpe 332 Traffic Signal Cabinet supplied with a 2070E Tragic Signal Controller, with a eitron 2033 program. Include a OR Madel (2070-64E) Modem 0 Fumish and Install Tjpe Ill -BF, 120v/240v (Aluminum Tjpe) Service Equipment. QJ Construct Concrete Pad for New Cabbages ® &!. tion PG&£ Power Point. Con6..lor shall caardinote cenneetrons with PG&E and Rcikie any required materials and labor. ❑5 Furnish and Install Noo-Illuminated Street Name S/gns (NEEDS) and hungers Street name signs shall be per City of Bakersfield Standards Message as shown on Pole and Equipment Schedule © Prov/de oadf, control ,on scooted on most arm /.goal sbundo c' odpceni to signal head (Type as indicated) E7 Furnish and facial Doncom 711(Sgnal Unit) preemption devices as indicated on plans including oil cables and mounting hardware (PELCO AS -121) fie contractor shall also furnish and install two (2) Opticom 754 phase selector units in the controller cabinet. Contractor shall provide o fully operational preemption system. Exact preamptmn hardware mounting placement shall be determined by the Traffic Engineer in the field ® he In to Existing Traffic Signal Interconnect, Extend New 2' Conduit with 12 Pair Copper Wire to New No 5 Pull Box at connection with Existing interconnect .Splicing in Pull Box not allowed N 1 10 0 20 44 3;—( Ivj A ry ui �+ o bel rn v a i w z ZIn ^� QAQ b a � g 0 2' !n 14 0 cEv �i�L `t A N W/3Q `M 1 , }6 r a b S/J3y m I O I I � W 2 I I� W I m N 0 o a K U � p 0 4 I � ^ 2 O z� U �o ore r z O U ULL� o0Xa �U�°Y c_ni-per Z W H.1 m W U Q <,wN �o LL N N 3;—( Ivj GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFOR[f TO THIS PTAH THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO THESE DOCUMENTS SHALL BE MADE A FART HEREOF 2 ALL CONSTRUCTION WWIV THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WTH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT Of TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION THESE STANDARDS, DRAWINGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE J. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RICHT-OF-WA X UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND APPROVED INSURANCE SHALL BE PRONDED POSTED PRIOR TD ISSUANCE OF A PERMIT. 4. NO CITY INSPECTIONS WILL BE GIVEN FOR W YORK IN THIS AREA UNTIL A PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED 5. 24 HOUR NOTICE PRIOR TO THE START OF ANY PHASE OF COIVSTRUC7701V WREN THE STREET RIGHT -OF -WA Y, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUC77ON INSPECPO,N SEC71ON AT LEAST 24 HOURS NOTICE, THE SECTION MAY HE NOTIFIED AT (661) J26-3049. 6. THE CONTRACTOR IS R£SPONSI c FOR VERIFYING DIMENSIONS, DATA, AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION DO NOT SCALE DRAWNGS WRITT N D UENSTONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS SWANSON ENGINEERING, INC, MUST BE AGREED OF ANY MPTP TIONS FROM IHE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS 7, EXISTING UTILITY AND UNDERGROUND LINTS HAVE BEEN 5804N ON THIS PLAN ACCORDING TO AVAILABLE RECORDS THE ENGINEER /S NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGIN1VNG ANY WORK UNDERGROUND SERVICE NFRT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY COIVSTRUCROIJ OR EXCAVA770AI (USA_ - 7-800-227-2600). 8 ANY EXISTING IMPROVEMENTS OR UTILITIES THA T ARE REMOVED DAMAGED, OR UNDERCUT BY CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED A7 THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 9. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF T4£ OWNER OR CON7RACTOR TO N077FY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK 16 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL$ TOOLS EQUIPMENT, AND SUPERNSION NECESSARY FOR A COMPLE7E AND FUNCTIONAL PRODUCT IT ALL WORK WHICH IS DETECTIVE IN ITS CONSTRLIC77ON OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE ORAWlNGS AND SPEOLINA TONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 12 THE CON7RACTOR AGREES THAT H£ SHALL ASSUME SOLE AND COM°LET£ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING Tf - COURSE OF CONSTRUCTION OF THIS PROJECT NOTUDING EROSION, SEDIMENTA PON AND DUST CONTROL PLAN, STORM WATER POLLUTION PREIENPON PLAN /MPLEMENTA TION, IF REQUIRED AND THE SAFETY OF ALL PERSONS AND PROPERTY THA T THIS REQUIREMENT SHALL APPL Y COIV71N000SL Y AND NOT RE LIMITED TO NORMAL WORK,,"JG HOURS,AND THAT THE CONTRACTOR SHALL OFFEND INDEMNIFY, AND HOLD THE OWNER AND THE C ENGINEER HARMLESS FROM ANY AN. �D AL[ LIABLI.7?' PEAL OR A[Lfr.,EO I,N CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13 IF THE CONTRACTOR IS 1N DOUBT AS TO THE MEAN/NG OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITHE/ REQUEST FOR AN IIVTLRPRETA71ON OR A CORRECTION THEREOF PRIOR TO COMMENDING CONSTRUCTION. 14. SWANSON ENGINEERING, INC, WLL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF ]HESE PLANS ANY AND ALL CHANCES TO THESE PLANS MUST BE APPROVED 1N WRITING BY SWANSON ENGINEERING, INC. 15 COMPACTON TESTS SHALL BE THE RESPONSIBILITY OF 77E CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY LN671VEER 16 INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS STREET LIGHT NOTES STR£ETIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PRONSIONS SECTION 86-6.01 OF YLHICH MODELS INCLUDE AMERICAN ELECTRIC LIGHFNG 4750 AUTOBAHN SERIES LEO TEK ECT THRU EC7 SERIES CREE XSP / XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. Ir fI� Try i 3 i DETAIL 31 TO BE REMOVED TO 320" NORTH OF CROSSWALK ®`\ AS SNOW/ Ii q I� t i4 t I' ii EXIS77NG DETAIL IBBA TO REMAIN -�-I EXTEND TO CROSSWALK AS SH1 3 I'. NoTRW XTEND EXlS7TNG SNENG `HIN THE IN7ERSfC770N 70 RLE CROSSWALK LINES AS SHOWf R i (-(51 [Rl-0 r v^[R31(CA)f {_Q[R26(GA)l 12 [R3/(CA)] (E SCHIRRA COURT BEFORE EXCAVA77NG CALL U.S.A. UNDERGROUND SERVICE ALERT 800-227-2600 48 -HOURS BEFORE ALL PLANNED WORK OPERANONS [R31(CA)J [R26(CA)j CONSTRUCTION NOTES REMOTE EXISTING NON ADA COMPLIANT CURB RETURN,' RECONSTRUCT & INSTALL CASE A" ACCESSIBLE CURB RAMP PER CALTRANS REVISED STANDARD PLAN RSP-A88A, © REMOTE TRAFFIC CONTROL SIGN © INSTALL NEW TRAFFIC CONTROL SIGN ON EXISTING POST PER OUR SID T-1. DQ INSTALL NEW TRAFFIC CONTROL SIGN PER COB STI. T-1. N UTILITY NOTE NOT ALL U71LIlIES WERE LOCATED BY THIS SURVEY ANO CHANSON ENGNEERIVS, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR 1NFORIVAAON OBTAINED FROM OUTSIDE SOURCES. 1 40 20 0 40 81 EASTERLY HALF OF DETAIL 28 ��I ( TO BE PAINTED IN PLACE OF EXISTING y p EASTFRLY HALF OF DETAIL 31 4 � SIGN & PAVEMENT DELINEATION NOTES & LEGEND r j� NEW STRIPING - pj' DENOTES CAL 7RANS DETAIL NUMBER SIGN LEGEN R1-1 - STOP INSTALL 12" WHIT£ CROSSWALK PER CALTRANS STD. A24E R26OU) - NO PARKING ANY AME SIGN R31(CA) , NO PARKINC/PARKING SPEGRC HOURS SIGN R REMOVE EXI97NG PA YEMENI DELIWN NEA TON AS SHOW3-3 - SIGNAL AHEAD SNS - STREET NAME SIGN I 70 INSTALL TYPE ZP(L) ARROW PER CALTRANS STD. RSP A24A INSTALL TYPE LZ (R) ARROW PER CALTRANS SID. RSP A24A 1200' ( (3 [W3-3] INSTALL TYPE PR (L) ARROW PER CAL TRANS STD. RSP A24A rY P NOTES ALL STRIPING AND PAVEMENT MARKINGS SHALL BE y, THERMOPLASAC PAINT PER CAL TRANS STANDARD i SPECIF70ATION PTH-02ALKYD, UNLESS OTHERWSE N07E0. — ALL CHANGES TO EXISTING GLARING AND APPLICATION OF NEW STRIPING SHALL OCCUR IMMEDIATELY PRIOR TO SIGNAL i TURN—ON. R i (-(51 [Rl-0 r v^[R31(CA)f {_Q[R26(GA)l 12 [R3/(CA)] (E SCHIRRA COURT BEFORE EXCAVA77NG CALL U.S.A. UNDERGROUND SERVICE ALERT 800-227-2600 48 -HOURS BEFORE ALL PLANNED WORK OPERANONS [R31(CA)J [R26(CA)j CONSTRUCTION NOTES REMOTE EXISTING NON ADA COMPLIANT CURB RETURN,' RECONSTRUCT & INSTALL CASE A" ACCESSIBLE CURB RAMP PER CALTRANS REVISED STANDARD PLAN RSP-A88A, © REMOTE TRAFFIC CONTROL SIGN © INSTALL NEW TRAFFIC CONTROL SIGN ON EXISTING POST PER OUR SID T-1. DQ INSTALL NEW TRAFFIC CONTROL SIGN PER COB STI. T-1. N UTILITY NOTE NOT ALL U71LIlIES WERE LOCATED BY THIS SURVEY ANO CHANSON ENGNEERIVS, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR 1NFORIVAAON OBTAINED FROM OUTSIDE SOURCES. 1 40 20 0 40 81