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2001057 Higuera Complete Streets Plans 2026-01-26
to O OW OW Oj BEGIN BEGIN PROJECT PROJECT WORK WORK GS'Ip7 VA -HELL UN IX t T ` rc ` o Mks Lh SOURCE: BOODLE MAPS (2021) LOCATION MAP NOT TO SCALE LIMITS OF WORK® pppiF '�Oft5L4�. Callnazs ' below, '°( 6�mrem�al9. or c.. acitad� ST m PROJECT AREA WITHIN CALTRANS RIGHT OF WAY r-I PROJECT Sy ST 0 END PROJECT WORK KING COURT tt 0 0 O K �w 0 w POy�O y�0 END PROJECT WORK INDEX OF DRAWINGS ITEM NO. SHEET NO. DESCRIPTION 1 T-01 TITLE SHEET 2 GN-01 GENERAL NOTES, LEGEND AND ABBREVIATIONS 3 GN-02 KEN' PLAIN 4 SC-01 SURVEY CONTROL PLAN 5 TO XSC-01 TO XSC-03 TYPICAL SECTIONS 8 TO 22 L01 TO L-15 LAYOUT PLAN 23T044 GRA-01 TO GRA-22 GRADING PLAN 45 CD-01 CIVIL DETAILS 46 CD-02 PAVING REPAIR DETAILS 47 TO 66 TS-01 TO TS-20 SIGNAL MODIFICATION PLAN 47 TO 48 TS-01 TOTS-02 S HIGUERA ST AND LOS OSOS VALLEY RD 49T050 TS-03 TO TS-04 S HIGUERA STAND SUBURBAN RD 51 To 52 TS-05 TO TS-N S HIGUERA ST AND GRANADA DR 53 To 54 TS-07 TO TSN S HIGUERA ST AND MARGARITA AVE 55 TO 56 TsO TOTS-10 5 HIGUERA STAND ELKS LN 57 To 58 TSI1 TOTS-12 S HIGUERA ST AND MADONNA RD WTO 60 TS-13TOTS-14 S HIGUERA ST AND SOUTH ST 61 TO 62 TS-15TOT5-16 S HIGUERA STAND HIGH ST 63T064 TS-17TOTS-18 S HIGUERA STAND MARSH ST 65 TS-19 MADONNA RD AND US 101 INS RAMPS 66 TS-20 MADONNA RDAND US 101 SB RAMPS 67 SPM-01 SIGNING AND STRIPING GENERAL NOTES AND SIGN SCHEDULE 68-91 SPM-02 TO SPM-25 SIGNING AND STRIPING PLAN 92 93 SSD-01 TO SSD-02 DELINEATION DETAILS AND RRFB DETAILS 84 CD-03 PRECAST CONCRETE CURB DETAILS (BID ALT A) Reference Documents: I City Standard Spe if—ti s- August 2020 Edition City Engineering Standards - August 2020 Edition I son leis Obispo county, california HIGUERA CORRIDOR COMPLETE STREETS PROJECT p0.pF_SSION eFmS,N A. NE�9O��c Z � * No. C 79870 S FC �Y ATFOF CAl\F� APPROVED BY Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date sPeclrlcanoN NO. ATe 111 1412F E 1 94 e No.t�ocnT oN 057 2oz1-zaocaov_H of GENERAL NOTES 1. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) AT (800) 227-2600 AT LEAST 2 WORKING DAYS BEFORE EXCAVATING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES IN ACCORDANCE WITH THE GENERAL SPECIFICATIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY LAWS AND ORDINANCES, REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, STATE CONSTRUCTION SAFETY ORDERS, AND CAUOSHA. THIS REQUIREMENT SHALL BE MADE TO APPLY AT ALL TIMES. 3. ALL WORK SHALL CONFORM TO THE 2024 CALTRANS STANDARD PLANS, 2024 CALTRANS STANDARD SPECIFICATIONS, 2025 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, 2014 CA MUTCD REV. 8, AND PROJECT SPECIAL PROVISIONS. 4. EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH PROPOSED STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED AND DISPOSED OF PER CITY STANDARD SPECIFICATIONS. 5. FOR PCC STRUCTURES AND APPROACH SLABS, PAVEMENT MARKING REMOVAL METHODS MUST BE BY MEANS THAT WILL NOT REMOVE OR DAMAGE THE EXISTING SURFACING AND MUST BE AUTHORIZED BYTHE ENGINEER PRIOR TO USE. 6. EXISTING SIGNS AND POSTS THROUGHOUT THE PROJECT AREA SHALL BE PROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED. 7. ANY EXISTING UTILITIES OR FACILITIES (I.E. WALLS, FENCES, SERVICES, SIGN POSTS, IRRIGATION EQUIPMENT, ETC.) THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE. 8. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE INSTALLATION OF FACILITIES BY UTILITY COMPANIES. VALVE BOXES AND MANHOLES, AND STRUCTURES TO BE SET TO GRADE IN CONCRETE AFTER PAVING. 9. ALL STREET MONUMENTS AND OTHER PERMANENT MONUMENTS DISTURBED DURING THE PROCESS OF CONSTRUCTION SHALL BE REPLACED PER CITY STANDARD SPECIFICATIONS. 10. PEDESTRIAN, PUBLIC ACCESSES, WHEELCHAIR ACCESSES SHALL BE MAINTAINED DURING THE CONSTRUCTION OF THE SATISFACTION OF THE ENGINEER. 11. NO TRENCHES OR HOLES SHALL BE LEFT OPEN OVERNIGHT; USE STEEL PLATING OR HOT MIX ASPHALT AS REQUIRED TO PROTECT OPEN TRENCHES OVERNIGHT. 12. THE CONTRACTOR SHALL CONTROL DUST AT ALL TIMES AND SWEEP STREETS AS OFTEN AS NECESSARY DURING CONSTRUCTION AS REQUIRED BY THE ENGINEER. 13. ALL RE VISIONS TO THE PLAN MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS STAMPED AND SIGNED BY CITY PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS. 14. ALL CONSTRUCTION STAKING FOR CURB, GUTTER, SIDEWALK, SANITARY SEWERS, STORM DRAINS, WATER LINES, FIRE HYDRANTS, ELECTROLIERS, ETC. SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 15, THE CONTRACTOR SHALL PROVIDE FOR CONTINUOUS INGRESS AND EGRESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION UNLESS OTHERWISE SHOWN. 16, THE CONTRACTOR SHALL NOTIFY ALL TRANSIT AGENCIES, TRASH COLLECTION AGENCY, AND EMERGENCY SERVICES OF THE CONSTRUCTION SCHEDULE TO ALLOW COORDINATION. TRANSIT SERVICES SHALL BE NOTIFIED AT LEAST 2 WEEKS PRIOR TO THE START OF WORK AT LOCATIONS THAT INCLUDE EXISTING OR PROPOSED BUS STOP LOCATIONS. 17, PAVING ACTIVITIES PROPOSED WITHIN 37 FEET OF BUILDINGS OR STRUCTURES OVER 45 YEARS OF AGE MUST USE A STATIC OR PNEUMATIC ROLLER INSTEAD OF A VIBRATORY ROLLER. 18, GRADING OR EARTHMOVING ACTIVITIES PROPOSED WITHIN 21 FEET OF BUILDINGS OR STRUCTURES OVER 45 YEARS OF AGE MUST USE ONLY EQUIPMENT THAT DOES NOT EXCEED 100 HORSEPOWER. 19. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME OF THE BID OPENING AND DURING THE ENTIRE LENGTH OF THE CONTRACT. 20. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION, IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE POSITION. CONTRACTOR MUST COORDINATE WRH THE CITY ARBORIST PRIOR TO TRIMMING OF ANY TREES. 21. CALTRANS DOES NOT SUBSCRIBE TO UNDERGROUND SERVICE ALERT. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO CALTRANS FACILITIES AND MUST REQUEST CALTRANS TO LOCATE FACILITIES IN WRITING A MINIMUM OF 10-DAYS PRIOR TO SCHEDULING WORK. 22. PREPARATION OF CONCRETE BRIDGE DECKS SHALL BE DONE IN COMPLIANCE WITH CALTRANS STANDARD SPECIFICATIONS 60J.02C(3), 60-3.02C(4), AND 60-3.02C(7). TEMPORARY EROSION CONTROL NOTE CONTRACTOR SHALL PROVIDE TEMPORARY STORM WATER POLLUTION CONTROL DURING CONSTRUCTION PER CALTRANS STD. PLAN T62. CONTRACTOR TO PROVIDE DRAINAGE INLET PROTECTION AT ALL STORM DRAINS LOCATED WITHIN 500' OF PROJECT EXTENTS. CONTRACTOR TO VERIFY ALL STORM WATER DRAIN INLET LOCATIONS. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES DURING CONSTRUCTION. EROSION CONTROL MEASURES SHALL CONFORM TO THE REQUIREMENTS OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). ABBREVIATIONS Jp JOINT POLE LT LEFT LF LINEAR FOOT (X.XX) INDICATES EXISTING ELEVATION LIP LIP OF GUTTER AS AGGREGATE BASE MA EX MATCH EXISTING AC ASPHALT CONCRETE MH MANHOLE A ASPHALT CONCRETE PAVEMENT MIN. MINIMUM ADA AMERICAN WITH DISABILITIES MISC-CO MISCELLANEOUS CLEANOUT ACT MISC-MH MISCELLANEOUS MANHOLE ALT ALTERNATE MISC-VLT MISCELLANEOUS VAULT BEG BEGIN MON MONUMENT BC BEGINNING OF CURVE (N.) NORTH BM BENCHMARK N: NORTHING BW BACK OF WALK NB NORTHBOUND C&G CURB AND GUTTER O.C. ON CENTER CALTRANS CALIFORNIA DEPARTMENT OF pg PULL BOX TRANSPORTATION PCC PORTLAND CEMENT CONCRETE CB CATCH BASIN pp POWER POLE CF CURB FACE PPB PEDESTRIAN PUSH BUTTON CONC CONCRETE PRC POINT OF REVERSE CURVE CR CURB RAMP RT RIGHT CONST. CONSTRUCTION RAN RIGHT OF WAY CONT. CONTINUED SB SOUTHBOUND CL CENTERLINE SC. SURVEY CONTROL DAN DRIVEWAY SDMH STORM DRAIN MANHOLE DOT DEPARTMENT OF SF SQUARE FEET (FOOT) TRANSPORTATION SPEC SPECIFICATIONS E: EASTING STA STATION EC END OF CURVE STD STANDARD EG EXISTING GROUND SSCO SANITARY SEWER CLEANOUT ENG ENGINEERING SSMH SANITARY SEWER MANHOLE EPB ELECTRICAL PULLBOX SLPB STREET LIGHT PULL BOX EVP EMERGENCY VEHICLE SW SIDEWALK PRE-EMPTION TC TOP OF CURB EX. EXISTING TEL TELEPHONE ENG ENGINEERING TG TOP OF GRATE FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULL BOX FL FLOW LINE STD. TOTAL FS FINISHED SURFACE TRAF-S TRAFFIC SIGNAL POLE GM GAS METER TRAFF TRAFFIC SIGNAL ON MAST ARM GUY GUYWIREANCHOR TRANS TRANSITION GPB GAS PULL BOX TYP. TYPICAL GV GAS VALVE U.S. UNITED STATES IRR IRRIGATION BOX W/O WITHOUT WM WATER METER WV WATER VALVE XS CROSS SECTION LEGEND — - — CENTERLINE STAMPED CONCRETE - - — (PER DETAIL C, SHEET CD-01) RIGM#A'AV STRIPING REMOVAL ON CONCRETE BRIDGE DECK - SAWCUi LINE (SEE L-OB FOR REMOVAL LIMITS) SLUflRY SEAL ® 8" AC PLUG COBBLE (PER CONSTRUCTION ® NOTE 18) 10" AC PLUG ■ DETECTABLE WARNING SURFACE 10"COLDMILL AND FILL (PER CITY STD 4440) PER DETAIL D, SHEET CD-02) ® PCC ® 3" ACP SURFACE REPAIR (PER DETAIL E, SHEET CD-02) GRADING AC/ PCC PAVEMENT RESTORATION (PER DETAIL F, SHEET CD-02) AC BUMP CONSTRUCTION NOTES OFURNISH AND INSTALL SLURRY SEAL TREATMENT FOR EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS O2 CONSTRUCT SW UNDERDRAIN PER CITY ENG STD 3415 OCONSTRUCT DOWELED PCC BIKE MEDIAN PER DETAIL A, SHEET CD-01 O4 CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STO 4030 OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 © CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 OCONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440 (CASE PER PLANS) OB LIMITS OF UNCLASSIFIED EXCAVATION O9 CONSTRUCT CURB PER CITY ENG STD 4020 10 CONSTRUCT 6-AC PLUG PER CITY ENG STD 4110 17 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 REMOVE ALL STRIPING AND MARKINGS WITHIN LIMITS SHOWN USING NON-DESTRUCTIVE REMOVAL METHODS 1© IN COMPLIANCE WITH CALTRANS STD SPECIFICATION 60-3.02C(7). CLEAN AND TREAT BRIDGE DECK WITH ONE COAT OF T-78 METHYL METHACRYLATE SEALER. 13 CONSTRUCT AC ROAD BUMP PER CITY ENG STD 7320 (TYPE 1) 14 RE MOVE AND RECONSTRUCT 3"THICK ACP PER DETAIL E, SHEET CD-02 15 INSTALL STAMPED CONCRETE PER DETAIL C, SHEET CD-01 18 CONSTRUCT GUTTER UNDERDRAIN PER DETAIL B, SHEET CD-01 1© CONSTRUCT BIKE RAMP INSTALL COBBLE OVER WATER -PERMEABLE WEED BARRIER OVER 18 NATIVE SOIL. COBBLE SHALL BE 2" TO 6" SOUND RIVER WORN GRANITE COBBLES, OR APPROVED EQUAL, AND SHALL NOT BE OF UNIFORM DIAMETER. REMOVE EXISTING DRAIN INLET GRATE AND FRAME, INSTALL (N) 19 40'X48" TYPE 24-10S GRATE AND COVER PER CALTRANS STD D77B. CHIP AWAY (E) CONCRETE COLLAR AROUND GRATE AND RE -POUR NEW PCC COLLAR BEFORE GRATE 8 FRAME INSTALLATION. INSTALL SOLAR PATH LIGHTING, GREENSHINE LUMINA LUMINAIRE 0 (40W), 4000K COLOR TEMPERATURE, TYPE II DISTRIBUTION, WITH BACKLIGHT SHIELD ON 20 FT POLE PER MANUFACTURER SPECIFICATIONS. 21 CONSTRUCT 10" COLDMILL AND FILL PER DETAIL D, SHEET CD-02 SAWCUT EXISTING GUTTER 18" FROM CURB FACE, MILL ©REMAINING GUTTERAND REPLACE WITH 2-AC OVERLAY, WITH LIMIT SET TO NEW BIKE LANE SEAM IT TYP). SEE DETAIL G, SHEET CD-02 ©CONSTRUCT CURB TYPE Ell -6 PER CALTRANS STD PLAN A87A ®CONSTRUCT MODIFIED EXPANDED GUTTER AREA PER CITY ENG STD 4030 ©PARTIALLY RECONSTRUCT PCC DRIVEWAY PER CITY ENG STD 2111 ©INSTALL DETECTABLE WARNING SURFACE PER CITY ENG STD 4440 (SIZE AS INDICATED) © INSTALL 2IN. .4 IN. REDWOOD HEADER ®REGRADE AREA WITH 10" MIN. CLASS 2 BASE (95%MIN. COMPACTION) ©9 CONSTRUCT MODIFIED CURB TYPE D6 WITH 2' GUTTER PER CALTRANS STD PLAN A87A 30 CONSTRUCT AC/PCC PAVEMENT RESTORATION PER DETAIL F, SHEET CD-02 31 CONSTRUCT MODIFIED SPEED TABLE PER CITY ENG STD 7325 AND PER SHEET GRA-18 mlRyl•1yrr[.1.1041•1r*11 ❑A PROTECT IN PLACE (ITEM AS INDICATED ❑B REMOVE (ITEM AS INDICATED) © ADJUST TO GRADE (ITEM AS INDICATED; O RELOCATE (ITEM AS INDICATED) ❑E REPLACE (ITEM AS INDICATED) fY W C�— W W (Y U) O U L1 Q W J W d (� C = U Z O Q LLI CO Q Z Q Z W W J W 0 Z J 9 W Z W 0 �YMF o. r4021�-20fi GCGV_Hg—dM GN-01 2 Of 94 3 � E 0 \ L 08 PCONST. CL"H'-HIGUERA STREET "I"o Z�v CONST. CL "M" - MADONNA ROAD 5 0 0 L-01 B %� L 06 L-07 \0'00 3 C� VACHEILW spy 120-00 130�+00 - - 0" L-02 3 �rcsLN _ r 6 1 LU w \, 4000 L090 o r ~\ o L 03 L 05 O� < j z \°p L-04 g0.00/ , o o U w \6°"OpQa 70.00 / Pt CONST. CL'B'-BRIDGE STREET I ¢ W w L-10 Lu - Y w CONST. CL"E'-EXPOSITION DRIVEo �a L-11 I � 10*04 KING Gi 1b+9' L-12 CONST. CL "K - KING COURT CONST. CL "C' - CORRIDA DRIVE L-13 I I vppiF55ry,. o L-14 e CONST. CL"W"- WOODBRIDGE DRIVE F Crv�L f�' JAI b G i x[oGVv 0 SFr. • �Z �4p21-20fiGLOV_Hyuera tivg o. er, below. GN-02 Cell bofore you ft. scuE PLAN SCALE FEET 3 Of 94 N: 2293002.69J \'ra. � �� f E: 5782754.75 'gyp N: 2284600.98 \ E: 5782259.89 Li CONST.CL"H'-HIGUERASTREET'�"42. 0.oyr L3 CONST.CL'M'-MADONNA ROAD ff 1 ' W L4 ��4'O L22 L VACHELL CN �_ N E57fi4613.01 +00 1L20 120 30+0021 V 80 N: 57650. 3px� i \ EL/yy Uy t00+= _ - L18 � E: 576504242.5353 / L14 C] ,�0 L15 Cfi 4p�0 $4' L13 L23 C4 C9 N: 2294578.50 5764837.30 1 1" I SOxpO s / L12 LCI I I C70 o I BOx g 00 C 9 \ 00 _ 70+ 111 Tf CONST. DL'e'-BRIDGE STREET I p L10 N: 2294288.99 L25 1 1 E. 57:61252.24 CONST. CIL "E' - EXPOSITION DRIVE O p C11 �_ w I1 y N: 2293922.54 5 N: 2294396.87 NwN J E: 5766427.56 LL To E: 5766343.05 O N: 2293825.80 E%ems L (if E: 5766485.74 o p0. I O r p Uw Z 126 6 C12 CT ,6+93 13 10+00 KaN: 2295014.64 LLJ LU J } L31 E: 5767090.38 c0- w Alignment Data - 'H" Alignment Data - 'H" l L2] r L J N: 5767074.89 CONST. CL "K' - KING COURT = 0 1 E: 5767073.48 II U) CN: 11 L28 N: 5767948.21 CONST. CL"C'-CORRIDA DRIVE E: 516]948.21 L \4 C,4 N: 2293820.59 L29 Alignment Data - "C• E: 5767924.45 ❑ Number Ratlius Length Line/Chord Direction Beg. STA End STA �❑ 130 126 - 112.32 N63° 01' 13.63-E 10+00.00 11+12.32 ` $ 8 r C12 350.00 177.35 N77° 32' 10.90'E 11+12.32 12+89.67 L27 - 1000.47 S87° 56' 51.84'E 12+89.67 22+90.14 P w O� CONST. CL "W' - WOODBRIDGE DRIVE C13 400.00 122.86 S79° 08' 55.02'E 22+90,14 24+13.00 - L28 - 137.21 S70° 20' 58.21'E 24+13.00 25+50.21 / N: 2294060.69 p E: 5769285.84 / / QpprF55ry,. H YE BASIS OF COORDINATES COORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE SYSTEM NAD83, CALIFORNIA or p ZONE 5, US SURVEY FEET, AS DETERMINED BY CPS OBSERVATIONS ON POINT 8102 AS SHOWN Alignment Data - "B" ON THE CITY OF SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JULY 2007). BENCHMARK °�"G"`oC` THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 53 AS SHOWN ON THE CITY OF SAN LUIS OBISPO'BENCHMARK SYSTEM" (2020) HAVING A PUBLISHED ELEVATION OF 134.37'. 5F asisn rr No. er, below. SC-01 Cell bofore you dig. sue[ PLAN SCALE F- 4 of 94 maw ®ate ®ate m m Alignment Data - "M" Number Radius Length Line/Chord Direction Beg. STA End STA L21 - 1813.43 N50° 12' 46.30'E 146+66.06 164+81.48 L22 - fi41.fi3 N49° 39' 35.08'E 164+81.48 111+23.11 maw Alignment Data - "E" Number Radius Length Line/Chord Direction Beg. STA End STA C11 800.00 517.01 Sifi°33'2].3]"E 10+8q.10 16+01.11 Alignment Data -'W" Number Radius Length Line/Chord Direction Beg. STA End STA C14 260.00 382.39 N53° 59' 23.6]'E 10+65.64 14+48.03 L29 - 48.00 S86° 53' 12.20"E 14+48.03 14+96.03 L30 - 1011.20 SBB° 23' 07.52"E 14+98.03 25+07.23 Alignment Data -'K" Number Radius Length Line/Chord Direction Beg. STA End STA L31 - 693.50 Ni°29'S9.49'E 10+00.00 i6+93.50 RNV VARIES Rryy CONSTRUCTION NOTES u^ 601- 99' O FURNISH AND INSTALLMEET PER RRY EXTENTS AS SHOWN O FOR EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS VARIES REMOVE ALL STRIPING AND MARKINGS WITHIN LIMITS 44'-65' SHOWN USING NON-DESTRUCTIVE REMOVAL METHODS VARIES CONST. CL VARIES 1© IN COMPLIANCE WITH CALTRANS STD SPECIFICATION 22•-42' 22'-48' 60-3.02C(7). CLEAN AND TREAT BRIDGE DECK WITH ONE COAT OFT-78 METHYL METHACRYLATE SEALER. REMOVE AND RECONSTRUCT 3' THICK ACP PER VARIES VARIES VARIES 14 1.5'-2' 41'-78' DETAIL E, SHEET CD-02 0-4' A MEDIAN A A C&G I 21 CONSTRUCT 10" COLDMILL AND FILL PER DETAIL D, C&G WHERE SHEET CD-02 OCCURS EG DISPOSITION NOTES MATCH EX ON PLANS MATCH EX Z ❑A PROTECT IN PLACE (ITEM AS INDICATED) NOTES 1. SEE LAYOUT PLANS FOR BIKE MEDIAN STATIONING AND LOCATIONS OF EXISTING MEDIANS. 2. SEE LAYOUT PLANS FOR PAVEMENT RECONSTRUCTION TYPICAL SECTION: HIGLIERA STREET AREAS. 3. SEE SIGNING AND STRIPING PLANS FOR LANE WIDTHS AND U) "H" STA 9+17.09 TO "H" STA 134+64.71 LOCATIONS OF FLEXIBLE VERTICAL ELEMENTS. NOT TO SCALE 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, O w SIDEWALK, STREET LIGHT POLES, STREET SIGNS, 0 Lu Z EX. CALTRANS ROW DRIVEWAYS, TREES, AND EXISTING IMPROVEMENTS IN F N Q HI VARA 5101 ON PDWANY AND PARKWAY UNLESS OTHERWISE SPECIFIED U 78'-89' OLLJ U u1 CO CONST. CL Q w 2 I WHERE 2 / cac C&C A oc ON PLANS 14 OR 21 A C&G Z G MATCH EX I MATCH EX T 0 EG TYPICAL SECTION: MADONNA ROAD I'M., STA 149+38.08 TO "M" STA 157+30.52 ,V. STA 159+96.21 TO "M" STA 162+21.13 NOT TO SCALE EX. CALTRANS ROW HIGHWAY 101 - VARIES E 78'-79' 3 C CONST. CL CURB A A CURB � appr[ssi� 2 MATCH EX EG MATCH EX --- TYPICAL SECTION: MADONNA ROAD "M" STA 157+30.52 TO "M" STA 159+96.21 NOT TO SCALE wESF •021�-206_GXSC_Hi9uere.dn9 are below. XS601 Call cemre you a�9. 5 Of 94 RfW VARIES 80' - 106' RfW VARIES 64.5' - 86' VARIES 60.5' - 82' VARIES CONST. CL VARIES 1.5'-T 1.5'-2' WHERE GAG A OCCURS 14 OR 21 A C$G — IIIIIL I Z MATCH EX ON PLANS MATCH EX r EG III —{I — I TYPICAL SECTION: MADONNA ROAD "M" STA 162+21.13 TO "M" STA 169+12.88 NOT TO SCALE R/Vd VARIES 60' - 100, RA,V RAN VARIES ES 40' - VARIES 36' - 76' CONST. CL VARIES VARIES C$G A _ A CB,G (WHERE OCCURS 1 EX EX EG ON PLAN51 MAT —MATCH CH — TYPICAL SECTION: BRIDGE STREET "B" STA 10+48.25 TO "B" STA 25+06.54 NOT TO SCALE CONSTRUCTION NOTES u^ OFURNISH AND INSTALL SLURRY SEAL TREATMENT FOR 1 EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS i 14 RE MOVE AND RECONSTRUCT 3'THICKACP PER ` DETAIL E, SHEET CD-02 21 CONSTRUCT 10" COLDMILL AND FILL PER DETAIL D, SHEET CD-02 DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) TYPICAL SECTION: CORRIDA DRIVE "C" STA 10+51.72 TO "C" STA 25+02.88 NOT TO SCALE NOTES 1. SEE LAYOUT PLANS FOR BIKE MEDIAN STATIONING AND LOCATIONS OF EXISTING MEDIANS. 2. SEE LAYOUT PLANS FOR PAVEMENT RECONSTRUCTION AREAS. 3. SEE SIGNING AND STRIPING PLANS FOR LANE WIDTHS AND LOCATIONS OF FLEXIBLE VERTICAL ELEMENTS. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, O w SIDEWALK, STREET LIGHT POLES, STREET SIGNS, W Z DRIVEWAYS, TREES, AND EXISTING IMPROVEMENTS IN AND PARKWAY UNLESS OTHERWISE SPECIFIED N Q ON PLAN. co 0UW U co J U CL RAN L9 0 = U C&G r EG rl .�F a�Hs:,� si ue�v wESF �EErOP'ZGXSC_Hi9uere.tlx9 XSC 02 6 Of 94 RAN R1f 36' CONST. CL I 2 I C8G A _ MATCH EX MATCH EX i1U TYPICAL SECTION: EXPOSITION DRIVE "E" STA 10+00 TO "E" STA 15+77.69 NOT TO SCALE VARIES 50' - 60' VARIES 34. - 40' RM RAN RAN I C$G A _ A C8G C8G EG MA7CH EX I MATCH EX F - - - I TYPICAL SECTION: WOODBRIDGE STREET "W" STA 10+45.06 TO "W" STA 24+79.75 NOT TO SCALE TYPICAL SECTION: KING COURT "K" STA 10+00 TO "K" STA 15+46.36 NOT TO SCALE CONSTRUCTION NOTES u^ OFURNISH AND INSTALL SLURRY SEAL TREATMENT FOR 1 EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) NOTES 1. SEE LAYOUT PLANS FOR BIKE MEDIAN STATIONING AND LOCATIONS OF EXISTING MEDIANS. 2. SEE LAYOUT PLANS FOR PAVEMENT RECONSTRUCTION AREAS. 3. SEE SIGNING AND STRIPING PLANS FOR LANE WIDTHS AND LOCATIONS OF FLEXIBLE VERTICAL ELEMENTS. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, O w SIDEWALK, STREET LIGHT POLES, STREET SIGNS, W Z DRIVEWAYS, TREES, AND EXISTING IMPROVEMENTS IN AND PARKWAY UNLESS OTHERWISE SPECIFIED N Q ON PLAN. co OU U W co w J U Z)2 a RM 0 O = U C$G EG wESF 402�206 �GXSC_Hi9uere.tln9 XS603 7 Of 94 LOS OSOS VALLEY RD STA 9.6& W LT I END SLURRY SEAL I STA 10.30. 59' LT JOIN E% I END SLURRY SEAL JOIN EX RIW _ URhN 11885E _ - J-S HIGUEf\M STCONST CL 9+0010-00 11-DO 12.00 i3.p STA 9+ 77 CB A WV A CE BEG SLURRY SEAL JOIN EX CURI WVL B 7 STA 17+94, 31' LT END C&G. CR SAWCUT JOIN EX OW 8F R" _ YN L� =I RAY _ VAULT ZI MONEA J WV 1781 5E �I I • ars below. Call 5erore ro� a�a. C& CB L�� wW -- x Lu I2 = G STA 22+69, 47' LT U) • END SLURRY SEAL JOIN EX Q STA 22+87, 62'LT STA 22+51, 62' LT LL W END C&G, CR, SAWCUT JOIN EX BEG C&G, CR, SAWCUT Q JOIN EX Q a. A MEDUN CONSTRUCTION NOTES OFURNISH AND INSTALL SLURRY SEAL TREATMENT FOR EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS ®CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 QS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 © CONSTRUCT 10' AC PLUG PER CITY ENG STD 4110 0 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ABBA AND CITY STD 4440 (CASE PER PLANS) CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 OREMOVE AND RECONSTRUCT 3" THICK ACP PER DETAIL E, SHEET CD-02 ®CONSTRUCT 10' COLDMILL AND FILL PER DETAIL D, SHEET CO-02 SAWCUT EXISTING GUTTER 18" FROM CURB FACE, MILL ®REMAINING GUTTER AND REPLACE WITH 2" AC OVERLAY, WITH LIMIT SET TO NEW BIKE LANE SEAM (T TYP). SEE DETAIL G, SHEET CD-02 ®CONSTRUCT MODIFIED EXPANDED GUTTER AREA PER CITY ENG STD 4030 DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) ❑B REMOVE (ITEM AS INDICATED) © ADJUST TO GRADE (ITEM AS INDICATED) SEE DET 1, SIT GRA-01 SEE DET 3, SW GRA-02 SEE DIET 4, SHT GRA-02 J STA LT IL C&Q R. BEG CXG. CR. SAWCUT STA 72 LT B 5 1 J Q 7 6 B STA 23+19, 32' LT JOIN E% END C6G, CR, SAWCUT R, SA _ r BEG C&O. CR J06N EX SAWCUT = A WVJOIN 1 8 U ,� B U 1$718E T .. ..._ ----------- RhN .. -• WYY--- -------Z-RAY -- W -"' S HIGUERA ST `• $+ CONST.CL w a Bw - n 23H10 24+00 25.00 28+00 27 1 BH%1 20Mo 21+W 22+00 Q STA 20-27, 29 RT W V A STA 23+96. 28' RT , STA 20N. 28' RT - - _ G I STA 19+19, 36' R7 _ END TRANS. _ END C&G. CR. SAWCUT BEG GVRER REMOVAL _ _ - - _END GUTTER REMOVAL, _ BEG TRANS END TRANS. BEG, BEG GUTTER REMOVAL _ n; A WV RAW W G JOIN EX 22 STA 24+H6. 30 RT IZ L U\ SEE DET 9. SHT GRA-03 J STA 24.08, 70' RT BEG CROSS GUTTER. CR. SAWCUT g / i 7 S B END CROSS GUTTER. JOIN EX CR. SAWCUT V JOIN E% STA 24+66, 52' RT •. 7 S B A B 6 BEG CROSS OUT -TER. CR. SAWCUT STA 18+60. 63' RT DEC. C&G, CR. SAWCUT STA 24+26, 52 RT END CROSS GUTTER. DR, SAWCUT N J0EX H I G U E RA `, O 6 im Fx "N E% SEE DET 5 & B. SNT GRA•02 PLAZA NOTES LEGEND 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK — - — CENTERLINE PCC WORK, SEE SHEETS GRA-01 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR — - -- RIGHT-OF-WAY ■ DETECTABLE WARNING SURFACE (PER CITY STD TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION ----- SAWCUTUNE 4440) DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO 10' COLDMILL AND FILL ADDITIONAL COST TO THE CITY. ❑ SLURRY SEAL (PER DETAIL D, SHEET CD-02) 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS. DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. I -AC PLUG 3"ACP CE REPAIR SURFASURFA.SHEETCD-02) 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS (PER DETAIL NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TOSPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. O N Q rr U) Q Lu o Lu ~ Q+ (Y J o" Q U) LL F U Lu Tn LU w a g w D � w Q Tn Lu U) N..b.,25 2021�-20fiGv X xguea.axg L-01 sru[ PLAN SCALE F- 8 Of 94 o LL CURB RAMP A A CROSS GUTTER ILU llJ JI J ~ MEDIAN A 625SF 14 IQ W W 4 4575E J U)RAN RAN - _ - RAN SSMH A Do W W • _ _ _ _ _ _ _ W W S H I G U E RA ST CONST. CL o� m o —i — — o 28+00 29+00 ` 30+00 31+00 32+00 33+00 34+00 35+00 3fi+00 37+00 + F FLo Co t 2I 22 RAN __ RhV __ __ _ co STA 27+91, 28' RT 4 RAN 4 10, 22 A W V Q W END GUTTER REMOVAL 829 SF 21 3802 SF 14 ZI J CURB RAMP A STA 35+9], 30' RT Z (� = 1782 SF 14 STA 29+q8, 64' RT BEG GUTTER REMOVAL LY (n J 0 QI END SLURRY SEAL 'y ` A CURB RAMP F O LJ ~O Q JOIN EX 2� STA 30+50, 66' RT IQ Lu C7 VAULT A END SLURRY SEAL + STA 30+14, 56' RT T JOIN EX C N END SLURRY SEAL JOIN EX MEDIAN ISLAND A STAd END SLURRY SEAL EX I O w ? C \ Y\JOIN Luo <� �� LU Lu Lu CONSTRUCTION NOTES Z) g JSTA 45+09, 64' LT I O (n CRO SS GUTTER, CR, SAWCUT O FURNISH AND INSTALL SLURRY SEAL TREATMENT FOR = U STA44+65, 57'LT Q U JEND OIN EX 1 EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS OS CONSTRUCTSIDEWALKSECTIONPERCITYENGSTD4110 ,_,_, BEG CROSS GUTTER, CR, SAWCUT JOIN EX 1 ] 5 B I © CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 FI 2 I B 5 7 1 SEE DIET 788, BHT GRA-03 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A 0 _ STA44+40, 32' LT J STA 45+36, 32' LTTER, AND CITY STD 4440 (CASE PER PLANS) 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 U)END W CROSS GUTTER, CR, SAWCUT JOIN EX I BEG CROSS GUT CR, SAWCUT, JOIN EX REMOVE AND RECONSTRUCT 3" THICK ACP PER 14 > 11 B LU IW = DETAIL E, SHEET CD-02 00 Q 1520 SF 14 MON A WV: SSMH C 874 SF 14 ^ RNJ Fell SF c ® CONSTRUCT 10" COLDMILL AND FILL PER DETAIL D, SHEET CD-02 W - - — - - — - 61 RAN LU W I RMl RNY - R/W MON U) SAWCUT EXISTING GUTTER 78" FROM CURB FACE, MILL - - - - - - - - - - - - - - �- _ -- - - -- \\'=' • © REMAINING GUTTER AND REPLACE WITH 2"AC OVERLAY,' - � N N m SHIGUERA ST / N + WITH LIMIT SET TO NEW BIKE LANE SEAM (7' TYP). SEE DETAIL G, SHEET CD-02 '+' ~ M _ CONST.CL� _ -�- �_ 1 4s+oo - - ¢ DISPOSITION NOTES i— y �� 38+00 39+00 40+00 41+00 42+00 43+00 44+Oo 45+p0 F ❑A PROTECT IN PLACE (ITEM AS INDICATED) N = REMOVE (ITEM AS INDICATED) Qpp F5 r �t A Qr9 f g STA 40+13, 30' RT - - - - - RAN - - - - - - - - - - W © ADJUST TO GRADE (ITEM AS INDICATED) , Z 13,095 SF 14 —END TRANSITION, BEG GUTTER REMOVAL A WV 22 A WV A MON A WV Z J STA 37+84, 30' RT STA 39+ 85, 36' RT A CATCH J BASIN = IU = (�I END GUTTER REMOVAL, BEG TRANSITION \ END CROSS GUTTER, CR, SAWCUT JOIN EX NOTES STA44+54, 31'RT Q LEGEND Q SEE DET 10, SHT END GUTTER REMOVAL I� �I 22 ` STA 39,68, 66 RT Y GRA-03 o 7 5 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK - CENTERLINE PCC oe xxEOVv. BEG CROSS GUTTER, CR, SAWCUT JOIN EX B / \ `A \ WORK, SEE SHEETS GRA-01 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. I -- -- RIGHT-OF-WAY ■ DETECTABLE WARNING SURFACE (PER CITY STD !/ CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR --- - SAWCUT LINE 4440) , TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO 10" COLDMILL AND FILL SLURRY SEAL ❑ (PER DETAIL D, SHEET CD 0: 9F ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, 3" ACP SURFACE REPAIR 10"AC PLUG ❑ DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. (PER DETAIL E, SHEET CD0: ry e rnem zrzs 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC ^ 2 SIGNAL IMPROVEMENTS. rile rvn�eo 2WGv x xyuwa.awq 6. SEE SHEETS SPM-25 FOR SIGNING AND STRIPING RESIDENT ]. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT REHABILITATION D WITH 20 L-02 ENGINEER. Lc boforebjrou tli9. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK scuE PLAN SCALE FEET SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. 9 Of 94 RlW SEE DET 2, BHT GRA-01 STA 46+98, 31' LT -END C&G, SW, SAWCUT JOIN EX (')B C&G 6 STA 47+53, 31' LT 4 BEG C&G, SW, SAWCUT JOIN EX 14 1177 SF _ _ RAN A MON S HIGUERA ST 4e+oo � WV J1— as+o0 MEDIAN STA 46+13, 30' RT BEG GUTTER REMOVAL 4 B I J SEE DET 11 & 12, BHT GRA-04 6 STA 47+94, 32' RT Y Q V END C&G, CR, SAWCUT 5 JOIN EX A W V \ /L STA 47+72, 66' RT 7 5 B BEG ON & ' CR, SAWCUT STA 46 B2, 33' RT STA 47+18, 58' RT BEG C&G, CR, SAWCUT END C&G, CR, SAWCUT JOIN EX JOIN EX I 2 E E( LU 0>'GV„L3 1308 SF 14 SF `1AIWV RAN STA 60+95, 55' LT END SLURRY SEAL, JOIN EX CURB RAMP FAID � S HIGUERA ST a 56+00 r 57+00 58+ — — — 59+00 00 I 60+00 WV El ` W r+ Z J S 1097 SF 14 CURB RAMP A STA 60+85, 48' RT �I CURB RAMP A Q w END SLURRY SEAL, JOIN EX I w O --IC cZ LU O W U p ars below. Call 6•rore ro� a19. SF WV CONSTRUCTION NOTES ❑ I O FURNISH AND INSTALL SLURRY SEAL TREATMENT FOR ID EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANSCONSTRUCT CURB AND 18'GUTTER, UNLESS OTHERWISE w® NOTED, PER CITY ENO STD 4030 V OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 MON A LLJ ❑ I~ © CONSTRUCT 10-AC PLUG PER CITY ENG STD 4110 WV A LD Z J CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A 610 SF 14 = O I O AND CITY STD 4440 (CASE PER PLANS) 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 +- O 9 W 14 MOVE EAS D RECONSTRUCT 3'THICKACP PER DE W ® CITY ONSTR 30 STD ODIIFIED EXPANDED GUTTER AREA PER DISPOSITION NOTES o SEE DET 20 & 21, SHT GRA-O6 6 ❑A PROTECT IN PLACE (ITEM AS INDICATED) Co STA 54+67, 30' FIT — - __ �B REMOVE (ITEM AS INDICATED) Q END GUTTER REMOVAL, BEG CROSS GUTTER, CR, SAWCUT �B 11 - © ADJUST TO GRADE (ITEM AS INDICATED) F Cn Z �= o • STA54I+97,54'RT LEGEND O w END CROSS GUTTER, CR, SAWCUT ON A / U ❑ JOIN EX F --- CENTERLINE w Z }0 STA 55+33, 52' RT / Q - PCC BEG CROSS GUTTER, CR, SAWCUT EX \ / ---- RIGHT-OF-WAY DETECTABLEWARNING Q (� Q STA 32' RT I ----- SAWCUT LINE ■ SURFACE(PER CITY STD U W F F 55+49, END CROSS GUTTER, CR, SAWCUT JOIN EX 4440) SLURRYSEAL 3' ACP SURFACE REPAIR Q ~ Q' w (n 0 F (PER DETAIL E, SHEET CD-02) wa Lu gw 10" AC PLUG STAMPED CONCRETE ® ❑ U (PER DETAIL C, SHEET CD-01) O � =U 9 Lu 0 STA �y = I END SLURRYY SEAL, JOIN EX SLUR ,� •� U) //Ig CURB RAMP A SSMH ' WV A _ 64�00 m A WV�1 A GV 5�.00 �Nm /' A WV N 6+0 — 62100 -- A SSMH •+E A CURB RAMP 1 STA 81+50, 49' RT END SLURRY SEAL, JOIN EX \ NOTES 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC 01. Ory F ° 1 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK o xxEOVv. O WORK, SEE SHEETS TO GRA-E D NG UTILITIES 3. LOCATION OF EXISTING UTILITIES AREAPPROXIMATE IONADAND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR Q 1 TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO SFY ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, = DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. o'rem er11 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS y NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC 0 2ao SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. X21-2WGv x Hquw OM 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 20E. xo L-03 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. sruE PLAN SCALE FEET PLAN of 94 NOTES LEGEND CONSTRUCTION NOTES 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. CENTERLINE DETECTABLE WARNING FURNISH AND INSTALL SLURRY SEAL TREATMENT FOR 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK I SURFACE (PER CITY STD Cl) EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS WORK, SEE SHEETS GRA-01 TO GRA-21. — - - — RIGHT-OF-WAY 4440) 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. 3' ACP SURFACE REPAIR OS CONSTRUCT SIDEWALK SECTION PER CITY END STD 4110 CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR ----- SAWCUT LINE (PER DETAIL E, SHEET CD-02) © CONSTRUCT 10-AC PLUG PER CITY END STU 4110 TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. CONSTRUCT CURB RAMP PER CALTRANS STD PLAN AB8A DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO SLL1WtY SEAL � PCC O AND CITY STD 4440 (CASE PER PLANS) ADDITIONAL COST TO THE CITY. 71 CONSTRUCT CROSS GUTTER PER CITY ENO STD 4310 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, ❑ DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY f0'AC PLUG ❑ GRADING 14 RE MOVE AND RECONSTRUCT 3-THICK ACP PER UNLESS OTHERWISE SPECIFIED. O DETAIL E, SHEET CD-02 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS 15 INSTALL STAMPED CONCRETE PER DETAIL C, SHEET CD-01 NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS•20 FOR TRAFFIC SIGNAL IMPROVEMENTS. ® CONSTRUCT 1M CCLOMILL AND FILL PER DETAIL D, 6 SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS P SHEET CO2 7 PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT REGRADE AREA WITH I0' MIN. CLASS 2 BASE(95% MIN. ENGINEER. �a COMPACTION) 8 RESTORATION OF BENCHMARKS AND MONUMENTS WITHN LIMITS OF WORK Y I CONSTRUCT MODIFIED CURB TYPE D-6 WITH 2' GUTTER SHALL COMPLY WITH CT' STD SPECS 5.1 26 AND 5 1 36. AND CITY ENG STO W20 SEE DET 14. SHT GRA45 A CROSS GUTTER I PER CALTRANS STO PLAN A87A 9. ALL PCC BIKE MEDIAN LAYOUTS SHALL BE MARKED IN FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION STA69.92.55 LT SEE DET 15. BHT GRAM BEG CROSS GUTTER. CR. SAWCUT JOIN EX STA 70.70.49' LT STA 69.70. 33'LT END CROSS GUTTER CR, SAWCUT DISPOSITION NOTES CI END CROSS GUTTER. CA. SAWCUT B 0 7 16 JOIN EX JOIN EX 7 5 B > OA PROTECT N RACE (ITEM AS INDICATED) J 1054 SF 14 SSMN C 8� REMOVE 41TEM AS INDICATED) F STA 7048, 37 LT 12580 9F 11 = W r R/VJ _ J II - ,� BEG CROSS GUTTER, CA. SAWCUT r © ADJUST TO GRADE (ITEM AS INDICATED) —r m N, ��-'�—r------T—�-_-- - _ -- ��}--1--�E�Ma+ssMHc -- - ----_ R'w m Jul — - w 0 6 11 B CONST. Nt00 1p 5E,00 "•. 88.00 50�00 H.v 0.]O�CO^ C Sam 11.00 72+00 73400 7/.00g �. .D S HIGUERA ST y— — _ __ -- — -- — -- - - _)-_---1�-----ter_----- STA 69.39.37 RT I I STA 70.85, 37 AT 14 f034i SF Rf1Y �N t BEG CROSS GUTTER. CR. SAWCUT ' 1 ENO CROSS GUTTER. CA. SAWCUT C 1Vv m JOIN EX Q ZJOIN E% Q I m =I SEE DET 10 & 17, SHT GRA-08 f'- I 1 7 5 B lO 1 Q' 7 B 17 B Imo{ B 6 7 I Q A CROSS GUTTER B 11 I O m STA 70-521, S3' AT it LfCROSS BEG CROSS GUTTER, CR, SAWCUT I STA JOIN EX CA,S T Q' I ABM END CROSS GUTTER. CA, SAWCUT I Q JOIN E% �Z (7I H 0 1%6 SF 14 U' Q 14 2410 SF 14 227 SF LL C WV SSW A WV A SSMN 11 207 SF 1a 73y SF- ,4 351 SF BM, - _ - — - wv C B .a S HIGUERA ST D` 78wo 77+Op _ 7Bwa , ".79.00 , _�/CONBT _ 1 BO.00_ _ _ 61+82M0 63M0 _ B4W0 VJ _— B 5 7 A CROSS G^'U�TTER _ _ _ WV 000� ll. - L+ co F U) (Y (i O o LU W Z o gc`n IL 0Uw ='F- Lu H J O W Wa gLu = U 9 Lu Lu —Y 1 SFSTA76HM. 33'RT jpyy rSEGCROSSGUTTER CFL SAWCUT — STA 60.00. 3YOIN E% ( BEG CBG. SAWCmrem er JOIN EX 7SEE DET 18 & 19, SHT GRA-08 STA 78+96, 33' RT I N e 25 5 END CROSS GUTTER, CA, SAWCUT SEE DET 13, BHT GRA-04 WV C ' fi JOIN EX.o.STA823, 53' RT STA81+61,31' RTCRO ENO CROSS GUTTERCRSAWCUT A MON STA]8+83,59'RT ENO C&G, SAWCUTJOIN EX UQ A BM JBO N EX EG SS GUTTER, CA, SAWCUT JOIN EX 20 L-04 Cell bofore you ft. — PLAN SCALE T[r1 11 of 94 PI A FH •J 11 201 SF L/ 9EE DET 22 8 21. SMT GRA-07 urr � 1 a 1942 SF 14 731 SF �� ,S •6 ' �• — I� .Tcl BDUH � •iM0 66.00 I 14150 SF r a S HIGUERA ST it STA 65N9.-RT ; 4 128 SF BEC•G, CR. SAWCUT Q JOINE% A CURB RAMP WV C B 4 Q 261 sOWS ' B 6 7 Q STA 65. . 4V AT END CAG. CR. UT' O STA 65r96. 51' FIT r SLURRY SEAL, JOIN EX (� I( BEG SLURRY SEAL, JOIN EX SSMH A FCkS SEE DET 86. SHT GRA-20 5i C CURB RAMP A z17) N. 14 MIS SF 1460 SF 14 27101 SF 146169E ACRR CROSS GUTTER ` 4 (5 ` I • 1 • nSEE DET B7. ]� \L — (`SNT GRA-20 B' J '• 97 ��• S I IGUERA ST - — — 1 — �W— _ IOOWO 10—i m 10200 .10]M0� y� xes6 BF ,. �- 15 — �+ l L COµBT CL 9••00 990 — g5•0 SSMH C 24 6 25. SM GRA-07 26 3'XS' DWS . IL`."'i 41 1716 SF CURB RAMP A %\\ //) &J V STA 95•37, If RT \Y l'- END ME00W c TA';OBEEGGMEDIAN BEDI N 18Ri CONSTRUCTION NOTES SEE DIET 69. 70. SHT GRA31 FURNISH AND INSTALL SLURRY SEAL TREATMENT FOR O �\ S� EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS CONSTRUCT DOWELED KC BIKE MEDIAN PER DETAIL A. SHEET CO-01 CONSTRUCT CURB AND 16• GUTTER. UNLESS OTHERWISE NOTED. PER CITY ENO STD 4030 SO CONSTRUCT SIDEWALK SECTION PER CRY ENG STD 4110 © CONSTRUCT 10' AC PLUG PER CRY ENG STO 4110 0 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440 (CASE PER PLANS) 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 LEGEND 4 ROVE E AND RECONSTRUCT 3"THICK ACP PER DETAIL — CENTERLINE PCC 1© INSTALL STAMPED CONCRETE PER DETAIL C. SHEET CD-01 — - - — RIGHT-OF-WAY L-` DETECTABLEWARNING E(PER CITY STD SURFACE 21 CONSTRUCT 10" COLDMILL AND FILL PER DETAIL D, SHEET CD-02 ----- SAWCUTLINE INSTALL INSTALL DETECTABLE WARNING SURFACE PER CITY ENG © STD 4441(SIZE AS INDICATED) ❑ BLURRY SEAL ❑ 10" ILL AND FILL (PERR DETAIL D, SHEET CD-02) • 1WA.FLUID ❑ ❑ 3"ACPSURFACE REPAIR (PER DETAIL E, SHEET CD-02) DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) STAMPED CONCRETE © REMOVE (ITEM AS INDICATED) vmars below. (PER DETAIL C, SHEET CD-01) © ADJUST TO GRADE (ITEM AS INDICATED) C911 bekre you ei9. NOTES 1 FOR ROAD CURVE AND L•E DATA SEE SHEET SC-01 2. FOR ADDITIONAL •IF~TION WITHIN UL•T8 OF CURB RAMP AND SIDEWALK WORK, SEE SMISM 814"1 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. 9. ALL PCC BIKE MEDIAN LAYOUTS SHALL BE MARKED IN FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. O A � � 104H16 1 N W RAY o i I� N O Q Is 2 Iz IJ U Q I- O O UO Q U) O O w O Z T 0 EL E U Lu H fr LU OF w a J Lu UJ LD 0 O cn +ry R Norember]5 ?OR1�-1WGPLKHguee.tlw L-05 scuE PLAN SCALE HET 12 Of 94 NIG=ST STA 10S•21 • BFUDOE 9T. STA 10.OD QB 1i I - WI c SEE CET M Ill. SHT GRA-0a W co an BF 21 + S HIGUERA ST 00 1D6.00 107.00 to STA 101.75,28 RT _1 BEG CROSS GUTTER. CR, SAWCUT. JOIN EX WI e 6 7 J 32T8 SF(3_/ = CROSS GUTTER A H STA 10.48, WRT END CROSS GUTTER. OR. SAWCUT, JOIN EX STA Ir t" LT BEG CROSS GUTTER. CR. SAWCUT, JOIN EX/ ,05G SEE DIET 30. BHT GRAM , I x K B a�s below. Call 6eiore you e�9. %STA IW54, 33' LT BEG C&G. CR. SAWCUT. JOIN E% 14 (11T36SF) STA169.55. WILT BEG CBG. CR. JOIN E% �G&' (1592 SF) 21 1 p STA 110,70. 72 LT A vJv �a" BEG CSO. CA. a sTA fo.2e, D'r / sAwcV It 1 STA'1Z�-VE 4a LT .-1 4 BEG SLURRY SEAL. S 7' JOIN Ex 9B1 SF 14 ENDG. CR, B /T, A SS 14 4533E C WV X gk�k 1 SEE GET 61, f CROSS GUTTER A SIfT GRA-1T A WV $ § h 108.001i B t 110.00 11t.00 -- CONST. a - J 6 wvA STA t08-0CROS.G TT •01YS Ig B R. 7 S B CR. SAWCUT, JOIN E CR. SAWCUT, JOIN EX CURB RAMP A 5t P 1N ►fie BRIDGE ST I I I 1 SEE DET 31, SIR GRA69 1 STA 116•8D. W LT % END CBG. DR. SAWCUT, JGN EX CURB RAMP A 3'XS'DWS 2a B MEDIAN A Mom A • 11THM1 g $ 1 at .00 - ,1s•aa r - •� IA 3'X4. it DWS 26 B 7 1 CURB RAMP A W SEE DIET M. BHT GRA419 I- O _ST. CL CONSTRUCTION NOTES OFU NISH AND INSTALL SLURRY SEAL TREATMENT FOR = EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS ©OONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 QS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 B CURB RAMP O CONSTRUCT 10' AC PLUG PER CITY ENG STD 4110 A FM I 7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ABBA Q 7 S 17 AND CITY STD 4440 (CASE PER PLANS) I CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 DET W. REMOVE AND 3'THICK ACP PER RECONSTRUCTSEE i4 23 BHT GR4,117 a DETAIL E SHEET CD I� 1® NSTALL STAMPED CONCRETE PER DETAI L C, SHEET CD-01 4 STA 113-IS. Sa LT j 1© CONSTRUCT BIKE RAMP END CAD. CR 1 NSTALL COBBLE OVER WATER -PERMEABLE WEED BARRIER OVER SAWCUT. JOIN E% Q NATIVE SOIL. COBBLE SHALL BE 2' TO 6" SOUND RIVER WORN I _ J GRANITE COBBLES, OR APPROVED EQUAL, AND SHALL NOT BE OF - W UNIFORM DIAMETER. m + W REMOVE EXISTING DRAIN INLET GRATE AND FRAME, INSTALL (N) UJ 40" 8" TYPE 24-105 GRATE AND COVER PER CALTRANS STD D77B. a I a% ® CHIP AWAY (E) CONCRETE COLLAR AROUND GRATE AND RE -POUR J I NEW PCC COLLAR BEFORE GRATE S FRAME INSTALLATION. ISLAND COMM A CONSTRUCT 10' COLDMILL AND FILL PER DETAIL D, ® $ SHEET CID-02 113.00 1 CONSTRUCT CURB TYPE 316 PER CALTRANS STD PLAN Q ® A87A ~ NSTALL DETECTABLE WARNING SURFACE PER CITY ENG N ® STD 4440 (SIZE AS INDICATED) A LEDNN = CONSTRUCT ACIPCC PAVEMENT RESTORATION za rXSMADONNA MIDON RDSTA 112N1 STA 171.23 = I ® PER DETAIL F, SHEET CD-11 '. B OWS DISPOSITION NOTES A CURB RAWIW J IU ❑A PROTECT IN PLACE (ITEM AS INDICATED) SEE GET 28 A 29, BHT GRA418 F REMOVE AS INDICATED) I© ADJUST TO GRADE (ITEM AS INDICATED) rw O V N 9 Ln (Y u) O L~LI Lu J O U) d Lu Q H O W J Lu D Ca J W L O U) Q Lu W Tn STA 1161I5. 42 LT BEG CAG, CR, SAWCUT. JOIN EX y1Y S HIGUERA ST Q r h B �CONST-a 1a 1i8- I 119.00 - 120HM- -~ 121.00 �- 122-M 1223-M 12 = - 4----------------------------------- STA 117.23.22 RT '=Z BEG CBG. SAWCUT. JOIN EK " `x4.irD1AP NOTES e ze 3x4.1rovrs LEGEND I� 1 FOR ROAD CURVE AND LINE DATA SEE SHEET SC61. 2. FOR ADDITIONAL WRNN LIMITS OF CURB RAMP AND SIDEWALK SEE OET 33. SHT ORA4IB SGO OITION E TO CS A-21. - - - CENTERLINE ACI(M PCC PAVEMENT RESTORATION 1 LWORK.SELOCATION F LSTING TI 3. LOCATK)N OF E%ISTNG UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN (PER DETAIL F. SHEET CD-02) ( CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR -' ' - RIGHT-CF-WAY DETECTABLE WARNING TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION SURFACE IPER CRY STD DULLING EXCAVATION AND PROTECT IN PLACE ALL UTRUTIES ENCOUNTERED. ----- SAWCUT LIME dg40) DAMAGEO UT0.RY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY SLURRY SEAL ❑ ❑ is COLDIM LL AND FILL n 1 ALL EXISTING CURB AND GUTTER. UTILITIES. STREET SIGNS. IPER DETAIL D. SHEET CD-02) '. FISTING NAPROVEMENTS IN THE ROADWAY AND PARKWAY - :L SPECIFIED. SIGNAL ❑ IT AC PLUG ❑ 3 'ACPSURFACEREPAIR Norember25 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC (PER DETAIL E, SHEET CD-02) o. SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. X PCC COBBLE 2ootosU v ux ri�rva.lwcnnary 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT (PER CONSTRUCTION NOTE 18) 2W1-1oboPLKHiouee.aw ENGINEER. tT.o. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK L-06 SHALL COMPLY WITH CITY STD SPECS 51.26 AND 5-1.36, AND CITY ENG STD 9020. - PLAN SCALE %LET 13 of 94 STD SW, SAWCUT, JOIN EX END CBG, IG, A 5 B SEE DET 36, BHT GRA-10 30 STA 124+53, 22' LT 4 BEG C&G, SW, SAWCUT, JOIN EX 3'X5' DWS 26 B Z OI J CURB RAMP A J HI SEE DET 34&35, BHT GRA-10 = CURB RAMP A Z I U) 3'X5'DWS 26 B I QLUI _ W - m V) Rhv NI e L—J SHIGUERAST �� 126+00 A MON 12 — 128+00 129+00,� F CONST. CL Rt/J W Z J CURB RAMP 2 F STA , RT SLURRY S Q I END SLURRY SEAL � JOIN EX Llk. 3X4.17'DWS ACURBRAMP0 \DET ♦ e W LU ' - W AN /f't♦ ^ _ R o LKyY.•] e T CONST.CL S HIGUERA ST — — 00 F 135+00 . 136+00 137+00 137+74 Q F w 1n _R/W� STA 1 END SLURRY SEAL JOIN EX W \ ZU 1 e J / a+.wna,'s below. C Call Sekre yo�el9. \ 81'X3' DWS STA 130+85, 22- RT BEG CROSS GUTTER, CR, SAWCUT, JOIN EX STA 130+86, 42' RT END C&G, CR, SAWCUT, JOIN EX / 31'X3' SEE DET 38, BHT GRA-11 / OWS 26 / 41 / CURB MO aIM a .132+00 N133+00 13 Q STA 132+15, 22' RT ENO C&G, CR, SAWCUT, JOIN __ EX \ W Z _ — SEE DET 39, BHT GRA-11 IJ - ♦ STA 131+97, 48' RT \ C&G, CR, SAWCUT, JOIN EX U Q 7 5 B \BEG 5 4 B /0 STA 131+73, 65' RT END C&G, CR, SAWCUT, JOIN EX SHT GRA17 /`l STA 131+06, 70' RT BEG C&G, CR, SAWCUT, JOIN EX ♦ ♦ �� \ CONSTRUCTION NOTES OFURNISH AND INSTALL SLURRY SEAL TREATMENT FOR EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS 0 4 CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 O5 CONSTRUCT SIDEWALKSECTION PER CITY ENG STD 4110 Z 0 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440 (CASE PER PLANS) 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 15 INSTALL STAMPED CONCRETE PER DETAIL C, SHEET CD-01 PARTIALLY RECONSTRUCT PCC DRIVEWAY PER CITY END © STD 2111 INSTALL DETECTA © STD 4440 (SIZE ASBINDICATED) WARNINGLE SURFACE PER CITY ENG 30 CONSTRUCTAC/PCC PAVEMENT RESTORATION PER DETAIL F, SHEET CD-02 DISPOSITION NOTES O PROTECT IN PLACE (ITEM AS INDICATED) REMOVE (ITEM AS INDICATED) NOTES 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK WORK, SEE SHEETS GRA-01 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TOSPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. ]. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY INS STD 9020. --- CENTERLINE PCC ----RIGHT-OF-WAY DETECTABLE WARNING - SAWCUT LINE ■ SURFACE (PER CITY STD 4440) ■ SLURRY SEAL ❑ AC/ PCC PAVEMENT RESTORATION (PER DETAIL F, SHEET CD-02) U0 co M F (Y u) U) O W 0 w Z O N o Q ~ 0l) 2 w Q F Da- J LLu =0 U) Lu C7 0n �sv � nory rvo o zo dp zOR1-zOfiGPLKH9uere.awg o_ L-07 scuE PLAN SCALE FEET 14 Of 94 CURB RAMP 40zJOIN STA157+69,37'LT ro CONSTRUCTION NOTES STA END COLD PLANE AC PVMTR O N COLD I O NOTED BEG CITY ENS STD 030UCT CURB AND TER, UNLESS OTHERWISE BEG COLD PLANE AC PVMT BEG STRIPING REMOVAL ON CONCRETE BRIDGE DECK q Q H OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 A CURB RAMP C WV J © CONSTRUCT 10" AC PLUG PER CITY END STD 4110 C WV X 14 (fi9162 SF) = �� I� CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A STA 157+31 0 AND CITY STD 4440 (CASE PER PLANS) _X - END COLD PLAN E AC PVMT J CALTRANS W W BEG STRIPING REMOVAL ON CONCRETE BRIDGE DECK I Do11 CONSTRUCT CROSS GUTTER PER CITY ENS STD 4310 llJ REMOVEALL STRIPING AND MARKINGS WITHIN LIMITS STA 149+38 BE COLD PLANE A( JOIN EX 01 00 B. affil WPM MINE ���': - MOORE C SSMH CURB RAMP A A CURB RAMP C WV C WV SSMH A/ ` m 263'X4'DWS �V�)o LL 14 (89162 SF) LL cLL 0 O C I STA BE COLD COLD PLANE AC PVMT JOIN EX I fn O STA 160+29, 37' RT END STRIPING REMOVAL ON CONCRETE BRIDGE DECK BEG COLD PLANE AC PVMT pP �I O�� us-101 wl0 STA 159+98 m END STRIPING REMOVAL ON CONCRETE QI BRIDGEDECKBEGCOLDPLANEACPVMT� W LLI U (15136 SF) 12 LU SHOWN USING NON-DESTRUCTIVE REMOVAL METHODS U) 0 IN COMPLIANCE WITH CALTRANS STD SPECIFICATION O 60-3.02C(7). CLEAN AND TREAT BRIDGE DECK WITH ONE O COATOFT-78METHVLMETHACRYLATESEALER. Oiq RE MOVE AND RECONSTRUCT 3'THICK ACP PER DETAIL E, SHEET CD-02 H 21 CONSTRUCT 10" COLDMILL AND FILL PER DETAIL D, O SHEET CD-02 ©INSTALL DETECTABLE WARNING SURFACE PER CITY ENS STD 4440 SIZE AS INDICATED DISPOSITION NOTES GB A wv D WV US 101 Z J PROTECT IN PLACE (ITEM AS INDICATED) ❑A IV�B REMOVE (ITEM AS INDICATED) STA 158+86, 47' RT Q E] ADJUST TO GRADE (ITEM AS INDICATED) END COLD PLANE AC PVMT BEG STRIPING REMOVAL ON CONCRETE BRIDGE DECK O REPLACE (ITEM AS INDICATED) STA CUT, , 38' LT CR, C$G, SAWCUT, JOIN EX 1. ^-^ ^END STA 187+g5, 40' LT 0 + SAN LUIS OBISPO (�D CONST. CL CREEK OVERPASS �� F 00 150+00 - 160+00 161+00 162+00 1fi3+00 164+( V% MADON NA ROAD F OV,RCROSSING I_ 05-SLO-101-27.50-SLO ' SAN LUIS OBISPO CREEK - P 21 (40171SF) WV C JIo WV C - 28 3'X5'DWS Z = MON A F2fi 3X5'S A CURB RAMP / VAULT A I DW (6438SF) 21 STA 159+57, 4T RT BEG COLD PLANE AC PVMT END STRIPING REMOVAL JOIN EX ON CONCRETE BRIDGE DECK LEGEND BEG COLD PLANE AC PVMT A CURB RAMP __= CENTERLINE ❑ 10"AC PLUG — RIGHT-OF-WAY ----- SAWCUT LINE PCC STRIPING REMOVAL ON DETECTABLE CONCRETE BRIDGE ■ WARNING DECK (SEE L-08 FOR SURFACE (PER REMOVAL LIMITS) CITY STD 4440) 10' COLDMILL AND FILL (PER DETAIL D, SHEET CD-02) (PER DETAIL E, S REPAIR • (PER DETAIL E, SHEET CD-02) a1, below. Call 5erore ro:, a�9. -v Q`BEG CR+CBG USAWCUT, JOIN EX NOTES U Lu BEG COLD2PLANE AC PVMT, JOIN EX 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK WORK, SEE SHEETS GRA-01 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENS STD 9020. ILU W W 2 (n W W LU ]J + AJ iW Z J S U 6 LLo co Q (Y � N Ow O Lu Z fY O O co d Uw LU 0 0) Lu g o CD 0 O O a z 0 M1N 22021�-20fiGv X xguea.axg L-O8 sru[ PLAN SCALE FEE( 15 of 94 Off/v h� oo R' W BRIDGE ST �13+00 /O0. 1i+oo+oo x � ^b �P _ _ R M' HI(7 of W � RAN m Q W W 0 gI — _- 15+00 i 6+00 �00 F Do RAN ZIJ UI ara below. Call cerore ro� a�9. LU w in LU CURB RAMP A L)f m GUTTER A C e - ICROSS WW MON A T TT W BRIDGE ST l iI F 17+00 18+0+00 I 1n W Z NOTES 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SG01. 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK WORK, SEE SHEETS GRA-01 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. CONSTRUCTION NOTES O1 FURNISH AND INSTALL SLURRY SEAL TREATMENT FOR EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) LEGEND -- RIGHT-OF-WAY SLURRY SEAL CD 00 Q 0) Lu w O Z o g + O Uw F wO cn Lu a g w �0 =o of� Lu CO = QppiF55ry,. •'FAD I au A 74fY GREENWAY Ewg L-09 sru[ PLAN SCALE F[rr 6 of 94 4I J WI W S N _ Rrys W (O P N T'T P R BRIDGE ST - _ t 20.00 - .. - 21.00 - - 22r00 � R U. J IOJ W W W to YA m -------------- --- I---------------------e ------ ' _ � yz I RAN I J I _ S F Z 1 F- > S ' W I MON A j .. ` o WIN 11 Q i - - - - STA 25r07 12' LT W LU a) Ci O i N I (n ill �r �1 0 STA 10000 10 BEG SLURRY SEAL, MATCH EX I • I N 00 I a I ' w I A MON I I 1 1 _ END CAG. CR SAWCUT. JOIN EX 4 B 17 S B - - - -- - - - 1 --- STA 11.11. 29 RT 10 •00 - STA 25W7, f0'RT __- --- _ -�- _ _ - - 28100 BEG GG, CR. 511WCUT, JOIN EX BEG CAG. CR, STA 25.02 SAWCUT. JOIN EX END SLURRY SEAL \ SEE DIET 55, SMT GM-19 B 'Zi---FvW ------� ''/ CONSTRUCTION NOTES NOTES 1. FOR ROAD CURVE AND LINE DATA. SEE SHEET SC-01. 7. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK WORK. SEE SHEETS GRA-01 TO GRA-21 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTKITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. • ars below. Call 5erore ro� a�0. OFURNISH AND INSTALL SLURRY SEAL TREATMENT FOR EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS CONSTRUCT CURB AND 18' GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENO STD 4030 SO CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 OT CONSTRUCT CURB RAMP PER CALTRANS STO PLAN A88A AND CRY SR) 4 ICASE PER PLANS) 10 CONSTRUCT 6-AC PLUG PER CITY ENG STD 4110 15 INSTALL STAMPED CONCRETE PER DETAIL C, SHEET CO01 i6 CONSTRUCT GUTTER UNDERDRAIN PER DETAIL B, SHEET CD-01 17 CONSTRUCT BIKE RAMP INSTALL SOLAR PATH LIGHTING, GREENSHINE LUMINA LUMIHAIRE 0 (40W), 4000K COLOR TEMPERATURE, TYPE II DISTRIBUTION, WITH BACKLIGHT SHIELD ON 20 FT POLE PER MANUFACTURER SPECIFICATIONS. ©INSTALL DETECTABLE WARNING SURFACE PER CITY ENG STD 4440(SIZE AS INDICATED) 31 CONSTRUCT MODIFIED SPEED TABLE PER CITY ENG STD 7325 AND PER SHEET GRA-18 DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) �B REMOVE (ITEM AS INDICATED) LEGEND - - - CENTERLINE \ 6'AC PING - - - - RIGHT-0E-WAY DETECTABLE WARNING ----- SAWCUTUNE SURFACE (PER CITY STD 4440) ❑ SLURRY SEAL STAMPED CONCRETE (PER DETAIL C, SHEET CD-01) ® PLC ❑ AC BUMP 20 STA 11+51, 33' RT 1 ESTAND it•1 CR LT g C r7t SAWCUUT.T. JOIN Ex 20 I_ I 1 t SEE DET 63, SHT GR/H111 - STA 11+68, 20' RT END CBG, CR, SAWCUT, JOIN EX STA 11.98 II p' END SLURRY SEAL JOIN EX--� ETC LIKE •E. S A SW 1 28 7%10' DINS 5 15 A CAG - 41 STA 11.68 1ti LI EG CBG, CR. WCUT, JOIN EX I II Ii II 1 see SHEET L t1 12�• sru[ PLAN SCALE F- Z Q + <� WF fY UA f? co O f_ -jo o w oo w z0� OcogLoa U w +- (Y J O�W a Lu of O w. WZ u� w0 CDQ- (W m ,,�IppjjlEva„� "` 11.E .uPP` a► Y aMF MlY 2Jt1 �406_CPLN_GFEEKA'AV tlwg v of Ba - ° C" STA 1T00, SEE MEADOW PARK AT�H LINE 1 CONCRETE CULVERT 1 STA 1UTTE U/ttt STA _ BEG CROSS GUTTER, , R, 1 Q J BE SLURRY SEAL SLUR JOIN EX EX SAWCUT, JOIN EX - Q A MON 13 STA 12+73 SEE DET48, BHT GRA-14 END AC BUMP _ ry - STA 14,39, 2UTTERl I 8 11 LTR, - END CROSS ,' GUTTER - - SAWCUT, JOIN EX - - — RK�" EXPOSITION DR STA 12+61 BEG AC BUMP O yam` ars below. Call ft. - — - - - 1 300 RIDA DR _ 16 _ A MON 10 13+14+00 A MON r----� Aroo _ 7 5 E to — STA 13+68, 18' RT BEG CROSS GUTTER, CR, SAWCUT, JOIN EX SEE DET 40, BHT GRA-12 STA 14+02, 48' RT END CROSS GUTTER, CR, SAWCUT, JOIN EX c i G STA 10+52, 18' RT END CROSS GUTTER, CR, SAWCUT, JOIN EX 1 SEE DIET 49, BHT GRA-14 ® STA' 5+66 'q, \ BEG AC mQS�1l4>Rl� — 0 — @) `B 5 — �d15+00 CROSS GUTTER A MON A _ _ _ _ _ •_ - _ _ 13 STA 15+40, 20' LT ' - _ — STA15+78 3EG CROSS GUTTER, CR, SAWCUT, JOIN EX END AC BUMP, SLURRY SEAL, JOIN EX CONSTRUCTION NOTES O D EXISTING PAVE MENT INSTALL SLURRY F PER EXTENTS AS SHOWN ON PLANS OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 O7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440 (CASE PER PLANS) 10 CONSTRUCT 6" AC PLUG PER CITY ENG STD 4110 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 13 CONSTRUCT AC ROAD BUMP PER CITY ENG STD 7320 (TYPE 1) DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) ❑B REMOVE (ITEM AS INDICATED) LEGEND CENTERLINE 6"AC PLUG -- RIGHT-OF-WAY ----- SAWCUTLINE PCC DETECTABLE WARNING SLURRY SEAL SURFACE (PER CITY STD 4440) Ej AC BUMP NOTES 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK WORK, SEE SHEETS NG UTILITIES TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO I J ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, F DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY LU UNLESS OTHERWISE SPECIFIED. LU 5 PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS N STA 14+68, 18' RT NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC END CROSS GUTTER, CR, SAWCUT, JOIN EX SIGNAL IMPROVEMENTS. - - - - LU 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. ® 1n 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK B „ A CROSS GUTTER - SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. =1 ❑B fn i U z J 7 5 B — — J SEE DET 41, SHT k GRA-12 STA 14+38, 48' RT I BEG CROSS GUTTER, CR, SAWCUT, JOIN EX I sruE PLAN SCALE FEET O G�2 H~ fY U) 00 o 0 w 000 fY w Z H O O fn �¢a U w ��c~i> w LIJJ Ow> w f� g Z) 00 = OV z o oir Hof a0 x� Wa SF Y -20fi �GRN_GREI L-11 18 Of 94 • x VY�4 I ¢ Q Q SEE DET 84, BHT GRA-19 I � a a STA 19+94, 18' RT _ ~ END CROSS GUTTER, CR, SAWCUT, JOIN EX LL W J — J ILL~ STA 16+68, 18' LT 17 I STA 17+00, WILT W END C&G, CR, SAWCUT, JOIN EX - -�- BEG C&G, CR, SAWCUT, JOIN EX O U) I I SEE DET 45, BHT GRA-13 I W N RIVY �` MON A D] ...� E W _ co _ILL W L---- 1 4113 CT CORRIDADR - � CROSS GUTTER A � 10 1 ® —I+ A MON � N F r00 m 16+00 18+00 19+00 20 Q N B 11 11 B 10 11 BI -- 10 U) CD Lul ® --_ _ - --- - 10 _- -- ' + ILL Z N A MON - _ - STA 17+26, 18' RT J 2 STA 16+30. 18' RT ♦ `- / • I END CROSS OVER, CR, STA 18+98, 1 B' RT -- -3 Q I BEG CROSS GUTTER, CR, SAWCUT, JOIN EX I (n SAWCUT, JOIN EX BEG CROSS GUTTER, CR, SAWCUT, JOIN EX I O I S A SS II U W (1)I L _ /J GUTTER Q B 5 7 — � ---� 7 5 B SEE DET 44, BHT GRA-13J `-- J Q b --JI2 w O ISEE DET 42, BHT GRA-12 / W SEE DET 43, BHT GRA-12 STA 19+28, 48' Z iNx Z RT O 0 END CROSS GUTTER, CR, SAWCUT, JOIN EX I Q LL STA i6160, 48' RT ® Z STA 11+98, 48' RT I m O IL� END CROSS GUTTER, CR, SAWCUT, JOIN EX � I BEG CROSS GUTTER, CR, SAWCUT, JOIN EX STA 19+64, 48' RT () ff,f F Q BEG CROSS GUTTER, CR, SAWCUT, JOIN EX 0 iYJ rN N LLJ g j 0o 0 a 1 A MON RAN A MON A MON � _ U A m - 7 CORRIDA DR 0) �, �o 1� CONSTRUCTION NOTES OF00 - M re 7-II — — 21+00 22t00 23+00 — I '- RRY SEAL TREATMENT O OR SH AND INSTALL UEXTENTS N \ -- <(/ EXISTING PAVEMENT PER ASS OWN ONPLANS - - _. _ `• .-• .S� �`~ � ----____ 24s�pp CONSTRUCT CURB AN018"GUTTER N O ,U LESS OTHERWISE NOTED PER CITY ENG STD 4030 ..- - -. - r _ ._ �_ ='E _ B _ -- - _ - - - __ CONSTRUCT SIDEWALK SECTION PERCITYENGSTD4110 w I ` -- _ % CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A O W STA 21+51, 18' RT ♦ BEG CROSS GUTTER, CR, SAWCUT, JOIN EX _ - __ („� STA 22+74, 1B' RT ` O' AND CITY STD 4440 (CASE PER PLANS) 10 CONSTRUCT 8' AC PLUG PER CITY ENG STD 4110 p Z I END CROSS GUTTER, CR, SAWCUT, JOIN EX \ N J � Q � J A SS GUTTER `Rryy - 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 U SEE DET 46, BHT GM-13 SEE DET 47, SHT GRA-13 co CONSTRUCT BIKE RAMP ��cssiq`F I I f STA 22+08, RT I _ - Z I _ STA 22Mq,48'RT / DISPOSITION NOTES R IN END CROSS GUTTER, CR, SAWCUT, JOIN EX � } BEG CROSS GUTTER, CR, SAWCUT, JOIN EX l�a - � Z a PROTECT IN PLACE (ITEM AS INDICATED) NOTES /Z © REMOVE (ITEM AS INDICATED) o p tiU 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. LEGEND 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK ��xEpev. WORK, SEE SHEETS GM-01 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR - CENTERLINE 8' AC PLUG TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ----RIGHT-OF-WAY PCC ----- SAWCUT LINE NSF Y ADDITIONAL COST TO THE CITY. 4. PROTECT IN PUKE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY DETECTABLE WARNING SLURRY SEAL SURFACE (PER CITY STO UNLESS OTHE ISE SPECIFIED. 4�0) rnem er 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC 0 x o. SIGNAL IMPROVEMENTS. • 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS.zp21-20fi_GRry rile N-1 ox GREErvwnv. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT Lc ENGINEER. rr xo L 12 boforebyou tli9. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK scuE PLAN SCALE FEET SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. 19 Of 94 MATCH LINE -"C" STA 50, SEE SHEET L-12 _ CONSTRUCTION NOTES --r 5s' FURNISH AND INSTALL SLURRY SEAL TREATMENT FOR -��N O EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS _ - ®CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 ,8' ,8' STA 25+03, 18'LT OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 STA 25+03, 18' RT __ _ END C&G, CR, BEG C&G, CR, I - 1, SAWCUT, JOIN EX 7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN AB8A SAWCUT, JOIN EX I Q _ - O AND CITY STD 4440 (CASE PER PLANS) SEE DET 51, BHT GRA-14 _ _ Q - 10 CONSTRUCT 6" AC PLUG PER CITY ENG STD 4110 SEE DET 50, SHT GRA-14 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 STA 10+40, 20' LT -- N - STA 11+27, 21' LT 1 CONSTRUCT BIKE RAMP END C&G, CR, I B 5 7 _ I V SAWCUT, JOIN EX I e 4 / I O I BEG C&G, CR, SAWCUT, JOIN EX © STDALL DETECTA (SIZE ASBNLE DICAWARNING SURFACE PER CITY END I U _ RNJ - -- - - - _ DISPOSITION N o - - - - A PROTECT IN PLACE ITEM AS INDICATED) O V O REMOVE (ITEM AS INDICATED) WOODBRIDGE ST B 5 7 _ \ /m`� `vim s� 11+00 1 <4 H o+� s $ Ci`LEGEND U) h° fr W CENTERLINE 8'AC PLUG O Lo LJ V RIGHT-OF-WAY A MON Wl. STA 10+45 -- SAWCUT LINE PCC I_r -, ~ Q DETECTABLE WARNING (o BEG SLURRY SEAL, LL JOIN \ SLURRYSEAL SURFACE (PER CITY STD O F (n 4440) U w -N •,•g:g:g8, Lu J O Lu Z) g � IN2 OU Lu C9 MEADOW PARK 3'X5' DWS 26 B I ;-- CURB RAMP A I x - � STA 15+14, 46' LT I END CROSS GUTTER, CR, SAWCUT, JOIN EX m SEE DET 53, SHT GRA-15 --, - _ + 0 SEE DET 6fi, SHT GRA-19�� 1 A CCROSSGUTTER I J O Q r I I Q I SEE DET 55, BHT GRA-75 W O 1 {, w STA 15 48, 17- LT W STA 13+41, 20' LT I -f- ' I 7 5 B I BEG CROSS GUTTER, CR, SAWCUT, JOIN EX V CBG, BR. _ - -_- - _ _ - - - I 10 _ R/W W \ ��N�D CUT'JOIN EX -_ -_ _" _ _ - -- _ _ _ - U) STA 13+10, 20'LT� --L-BEG C&G,BR,SAWCUT, JOIN 4 B 54+00 - 155+00 - - 10 7 16+00 - I N STA 12+6]' ' 1 _ _ _ - NOTES END AC BUMP - ,{ - r' - SS 1 FOR ROAD CURVE AND LINE DATA SEE SHEET SC-01.paM[55/ - - - _ '_ _ W 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK C� OGRJW Z_ WORK, SEE SHEETS NG UTILITIES TO GRA-E f 7 5 B STA 15+45, 17' RT J 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. 3 O - - I I S CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR v`� CURB RAMP A - I END CROSS GUTTER, CR, SAWCUT, JOIN EX O% TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION L 3'XV DWS 28 B I ~ DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. u��1 DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO SEE DE�T 52, BHT GRA-15 SEE DET 54, SHT GRA-15 ADDITIONAL COST TO THE CITY. j®= 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, CROSS GUTTER A _ - DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY ia"aDev. STA 15+13, 49' RT UNLESS OTHERWISE SPECIFIED. BEG CROSS GUTTER, CR, SAWCUT, JOIN EX 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS S = NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC v SIGNAL IMPROVEMENTS. 9�QSTA 12+55 I _ _ = 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. vreorEoe ` BEG AC BUMP 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT SF" ENGINEER. �A 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK ,-_ I/C` SHALL COMPLY WITH CITY STD SPECS 51.26 AND 5-1.36, AND CITY ENG STD 9020. 15; �m e, " 1.1- -N ara below. L-13 Cell bofore you ft. sruE PLAN SCALE FEET 20 of 94 3'X4 IT DWS 26 I .� J CURB RAMP A W I SEE DIET 56. SHT 3R 16 , .Ll \`■' I STA 16.S9 NMP W BEG AG BU I e CIDI WOODBRIDGE ST 1 — STA /8.17, IT RT 18.00 — !2 BEG CIO. CR. SAWCUT, JON EX r �- ?� 11 �- STA 16.71 - - = I END AC BURP SEE DIET 58, SHT GRA-16 Is �I StA 18.34, 31- RT END CBG. CR. SAWCUT. JOIN EX ly =I IrI STA2t.75 ULI BEG AC BUMP co OI Q LU -- W STA 21N7 RAW rL 1 E DIET 11, SHT GRA-11 I W SE J ' lO B 263X4.1T DVf5 W A CURB_ m -a r_ WOODBRIDGE ST 1tFroa 20.00 N ~ + STA __------ --- 1M86. iT RT RIVY w Z ERG CBG, M SAVKXff JI N EK I 7 S ■ = U Q I ' SEE GET W. SNIT GRA•18 � STA i8.74.41' RT II BEG CBG. CR. SAWCUT. JGN EX li WOODBRIDGE ST 22+00 1 23+00 ~— NI it ----- ��---------------1pp�---- JIx F �I • ars below. Call 5erore ro� a�9. a CONSTRUCTION NOTES O1 FURNISH AND INSTALL SLURRY SEAL TREATMENT FOR EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS O` CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 ® CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 O7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ASIA AND CITY STD 4440 (CASE PER PLANS) OO CONSTRUCT 6' AC PLUG PER CITY ENG STD 4110 Oa CONSTRUCT AC ROAD BUMP PER CITY ENG STD 7320 (TYPE 1) 15 INSTALL STAMPED CONCRETE PER DETAIL C, SHEET CD-01 INSTALL DETECTABLE WARNING SURFACE PER CITY ENG ® STD 4440 (SIZE AS INDICATED) DISPOSITION NOTES a PROTECT IN PLACE (ITEM AS INDICATED) © REMOVE (ITEM AS INDICATED) LEGEND — - — CEHTERLNE [—] 6'AC PLUG ----RIGHTOF WAV DETECTABLE WARNI NG - - SAWCUT LINE SURFACE (PER CITY STD 4440) ❑ SLURRY SELL E] AC BUMP I�� .♦ 0�0 IPA STA 24.60 END SLURRY SEAL ♦ JGN EX \ I� A ISLAND r, 25+07 �1 ID� � 25.06 NOTES =-_------� e 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK ' WORK, SEE SHEETS GRA-01 TO GRA-27. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC SIGNAL IMPROVEMENTS. 6. SEE SHEETS SPM-02 TO SPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. sruE PLAN SCALE FEET I M cli Q Tn C W W Z c+D Oco 3F U W Tn wa g� 0O W = U 0 0 co 0 0 G-R L-14 21 Of 94 STA10+00 BEG SLURRY SEAL JOIN EX ---11--------- RAV - t- $— '1= L CROSS GUTTER A >; KING CT — —� — 10+00 11+00 1 ® 12+00 _ A MON .��❑A MON A CROSS GUTTER I IU) I � WI O STA 13+50 O m 13 BEG AC BUMP RIN Q W W (o STA 15+46 CJ END SLURRY SEAL 0 KING CT A CROSS GUTTER JOIN EX Q 13+00 1414+00 15+00 (/) A CROSS GUTTER UU z_ = STA 13+62 IEND AC BUMP DO ara below. Call 5erore ro� aIG. CONSTRUCTION NOTES OFURNISH AND INSTALL SLURRY SEAL TREATMENT FOR E EXISTING PAVEMENT PER EXTENTS AS SHOWN ON PLANS ,1 13 CONSTRUCT AC ROAD BUMP PER CITY ENO STD 7320 (TYPE 1) DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) LEGEND — CENTERLINE ❑ SLURRYSEAL ---- RIGHT-OF-WAY AC BUMP V 0_ U Q Oij cn o NOTES w � � Z gg 1. FOR ROAD CURVE AND LINE DATA, SEE SHEET SC-01. O (� EL } 2. FOR ADDITIONAL INFORMATION WITHIN LIMITS OF CURB RAMP AND SIDEWALK 0 F O WORK, SEE SHEETS GRA-01 TO GRA-21. 3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH ARE UNKNOWN. W Q CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR Q J 0 TO THE START OF EXCAVATION. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. w DAMAGED UTILITY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. V O 4. PROTECT IN PLACE ALL EXISTING CURB AND GUTTER, UTILITIES, STREET SIGNS, = U 0 0 DRIVEWAYS, AND EXISTING IMPROVEMENTS IN THE ROADWAY AND PARKWAY UNLESS OTHERWISE SPECIFIED. 0 5. PROTECT IN PLACE ALL LOOP DETECTION AND TRAFFIC SIGNAL DEVICES UNLESS NOTED OTHERWISE ON THE PLANS. SEE SHEETS TS-01 TO TS-20 FOR TRAFFIC Z _ SIGNAL IMPROVEMENTS. Y 6. SEE SHEETS SPM-02 TOSPM-25 FOR SIGNING AND STRIPING IMPROVEMENTS. 7. PAVEMENT REHABILITATION LIMITS TO BE CONFIRMED WITH RESIDENT ENGINEER. 8. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 5-1.26 AND 5-1.36, AND CITY END STD 9020. t- sF.: 1.10-20fi /GRN_GREI L-15 scuE PLAN SCALE EEE7 22 Of 94 STA 18+12, 36.39' LT 118.10 TC 117.60 FS STA 18+06, 36 37' LT\\\ 11B.09 TC \ 117.59 FS \ STA 17+99, 36.85' LT 118.07 FS STA 17+94, 36.83' LT 018.29±BW) RfW STA 17+94, 30.83' LT (I 18.09t TO (I 17.49± FL) STA 18+S78, 37.11- LT STA 18+30, 39.93' L 18.24 F STA 18+22, 37.44' LT 0" OF STA 18+33, 40.96' LT q PULL BO% 118.12 FS 118.14 BW 117.55 TO PULL BOX q 118.17 FS A FENCE STA 18+48, 41.01' LT STA 18+83, 37.12' LT STA 18+19, 36 1' LT 117.56 TO 118.24 FS 118.12 FS 118.23 FS A TS POLE TS POLE A STA 18+90, 36.65' LT 118.26 TC 117.76 FS INSTALL STA 18+60, 39.49' LT STA 18+96, 36.67' LT PPS 5 0" OF NSTAL 118.27 TO STA 19+03, 37.19' LT 118.23 BW PPE117.77 FS _11118.28 FS "_ 0.4% _ L - _ - 0.0% 37.20' LT ` TR % "b - o O6°� -c. - _ - 1180 0.0°\ .o -v`y N STA 19+08, 31.20'LT -7.3% 7.0' - 6_0__- FH STA 17+94, 28.83' LT/ 4 ENG STD _10' - - - - - - --)it8)- - - - - - - 4 STA 19+08, 29.20' LT (117.S6± LIP - - - / - - - -15.7 3 - - - - (117.79± LIP) STA 18+38, 35.97' LT STA 18+48, 36.01' LT STA 18+81, 31.12' LT STA 17+94, 26 83' LT 118.14 TC 118.16 TC 118.16 TO STA 19+08, 27.20' LT 117.64 FS 117.68 FS 117.66 FL (117.96± FS) (117.69± FS) STA 18+06, 30.BT LT STA 18+38, 30.97' LT STA 18+83, 31.12' LT 117.51 FL STA 17+99, 30.85' LT 117.58 LIP STA 18+22, 30.92- LT 117.57 FL STA 18+48, 31.01' LT 118.16 TO STA 19+03, 31.19' LT 11 B.00 TC 118.04 TO 117.59 FL HIGUERA ST 117.66 FL STA 18+96, 31.17'LT 11g.20 TC 117.50 FL 117.54 FL STA 18+90, 31.15' LT 117.69 FL 117.70 FL STA 18+19, 30.91' LT 117.77 LIP STA 18+12, 30.89' LT S HIGUERA STAND SUBURBAN RD -NORTHWEST CORNER (CASE C) 117.68 FL 117.52 FIL 118.03 TC I 117.75 LIP 117.60 LIP 117.54 FL / STA 47+07, 41.47' LT 130.70 TO \ 1.30.36 FS jS POLE A STA 46+98, 41.4T LT • (130.44±BW) JOIN EX BW 0" OF - �T 3') 9' _ - - PULL B C - - p - - STA 48+98, 37.48' LT n0.8%%dm - - - (130.25±FS) _ - - - MH A - - -- -030,- = P 8, - O - - _ --p- STA 46+18.31.47 LT Im - .d p - (130.11±TC1 - T (129.64±FL)`� - _ 1.2% _ - _ (129.81± LIP) _ - C&G, SW, BW v.8% - JOIN EX POWER POLE A 4 STA 46+98, 25.98' LT (130.18±FS) ars below. Call 5erore ro� a�9. �9.25'15 STA 47+07, 31.4]' LT 130.22 TC 129.72 FL STA 47+13, 36.46' LT 30.55 TC 129.89 FS ]PULL BOX A TS POLE CONSTRUCTION NOTES STA 47+12, 41.46' LT STA 47+48, 38.46' LT 130.74 TO 130.62 FS (130.65t BW) / 4 CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE O NOTED, PER CITY ENG STD 4030 PULL BOX C I`/ O5 CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 \ STA 47+23, 41.46' LT STA 3. 47+538.46' LT (13'STA 73 3. 3 © CONSTRUCT I O" AC PLUG PER CITY ENG STD 4110 J\1 0" CF 131.13 BW - - - - - JOIN EX BW 7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A O AND CITY STD 4440 (CASE PER PLANS) 132 • _ _• - - - - O9 CONSTRUCT CURB PER CITY ENG STD 4020 102' - NSTRUCT STD ODIIFIED EXPANDED GUTTER AREA PER 5 RAN _230 5.6' - - - - - - DISPOSITION NOTES PROTECT IN PLACE (ITEM AS INDICATED) - d ADJUST TO GRADE (ITEM AS INDICATED) - - N a m RELOCATE (ITEM AS INDICATED) 5.0%) - 0 _ 2.0% pi - 1 -ry - TR O 0.0% _ - v O _ NOTES - 2.5% v - - - - 1. FOR ADDITIONAL PULL BOX AND DETECTION LOOP INFORMATION, SEE SHEETS TS-01 TO TS-20. 1345 A PULL BOX 2. FOR ADDITIONAL INFORMATION ON PEDESTRIAN PUSH 4 9 1 BUTTONS, SEE SHEETS TS-01 TO TS-20. - - - HIGUERA ST LEGEND 0, 25.4' S STA 47+53. 31.46 LT 4 3(130.25± 6 (10. 0S 3055JTC) FL) LIMIT OF CURB RAMP (EA) STA 47+23, 38.48' LT LIP) 131.06 TC STA47+48, 31.46' LT C&G, SW, BW 130.39 FS 130.55 TO JOIN EX STA 47+13, 31.46 LT 130.05 FL - STA 47+23, 31.46' LT - - - - - -- 129.76 FL 129.85 FL - - - - HIGUERA ST AND GRANADA DR -WEST SIDEWALK SECTION STA47+53, 25.97' LT aS (130.53±FS) S-E PLAN SCALE FEET cl Q Z 9 0 0 Z Q F 0 Q QLLI W W Z =) w F J 2 a O coU W Z Q Q ~ 0 ww az � � Cc� O m N 0 Z Q F In 9 Lu 0) jp jG SFr' �soz0-zosccnn at a� GRA-01 23 Of 94 I STA 22+51. 62.06 LT, SCR STA 22+87, 62.14 LT. BCR STREET (118.73±TC) STA 22+93, 62.15' LT A LIGHT (118.80±TC1 PULL BOX C POLE (118.34'FL) (118.27±FL) (118.83-BW) PULL BOX A ` (118.49± LIP) (118.43± LIP) JOIN EX BW 5 BEG C&G, SW, BW END C&G, SW, BW� 5.8' 1T_4'_ JOIN EX 4' ,1.7' 5.8' STA22+94, 56.06'LT JOIN EX - 5 1 118.82 TC STA 22+45, 62.05' LT 11.2%%)> (1.7 h 118.82 FS (118.81±BW) m - JOIN EX BW = °�'+ m m STA 22+57, 62.07' LT I - _ "1 j 118.65± FS STA 22+99, 46.93' LT STA 22+45, 56.85' LT 0�8y°- I STA 22+82, 62.13' LT I 119.0 TO 118.94 TO �: 1 (118.53±FS) 1 _ _ 118.50 FS 118.94 FS / / _ - I I 03°)° \ STA 23+119.11 TCO2, 43.40' LT STA 22+40. 46.77' LT / - - BTA 22+88, 54.62' LT - v p �\ ` 118.57 FS 119.03 TC N 118.80 TC \ e 7 STA 23TO 38.27' LT 118.30 FL 119.12 TO SIGN E 118.67 FS _ " STA 22+50, 55.fi6' LT 118,44 LIP \ N - 119.12 FS STA 22+36, 43.23' LT / - 119.OS TO 4 118.89 TC q \a Z, E SIGN STA 23+19. 38.00' LT 18.39 FL STA 22+21.37.80'LT 118.60 FS n - m/ 118.53 LIP \ v JOIN BW) 119.22 TO - JOIN EX BW 119.22 FS / _ a\e �6 I STA 22+94, 42.81' LT / O g 118.41 FL O O STA 22+44, 42.65' LT 118.46 LIP- STA 22+ifi. 37.80' LT >S. O_ do 118.59 FL _ (119.23±BW) SIGN E _ - $O^a >>%, / 118.61 LIP ♦ p°k ry' ^a`�� - 7>ao JOIN EX BW 5 �= Off% ry ° d° -�� 4 1.8' A CATCH BASIN ?o° STA aX3 22+90, 39.12' LT / (I 18.55±FS) 0w STA 22+i6. 32.00 LT - 02% - p - - $ a 6;� 5 10- (16.32.0L m c V28°b "d., / STA22+48, 38.98, LT (n MHLJ �/ - `�' - __ STA22±TC)2.20 LT 19. (118.42±FL) p .I� _ �•F {. �C n` � (119.12t TC) (118.48t LIP) 0.2% 3 - O (118.75±FS) Q I.Ory° p - - 1 ) STA 22+94. 34.98' LT '-16%%_� (118.28± FL END C&G, SW, BW_. m _ ^4 1� - BE C&G, SW, BW (118.60±FS) 1 .1 1.4°0 JOIN EX 0`q%%" - W _ \� / 1� ` / _ - JOIN EX - 14 �• STA.72 4F 34.77' LT lT ( 3.9' -- 5' 23+19, 30.05' LT _ - .\.,1p1� a STA22+98, 39.27'LT -f1zsl - (118.59t LIP) STA 22+16, 26.29' LT STA 22+g0, 39.1 V LT 118.48 FL STA 23+13, 32.46' LT _ _ _ - (118.76±FS) 118.52 FL J) 118.53 LIP 119.03 TC - - - -- STA22+21, 32.00' LT, FOR 118.56 LIP Q 118.36 FL STA 23+17, 32.20' LT, ECR � 119.11 TO LAS PRADERAS ST -SOUTHWEST CORNER (CASE C) J LAS PRADERAS ST -NORTHWEST CORNER (CASE C) 111,13 LIP 118.44 FL g HIGUERA ST 4 STA 23+19,26.08'LT 11719.09 TC 8.31 FL 118.51 LIP (118.90±FS) CONSTRUCTION NOTES STA 24+27, 23.70' RT STA24+12,30.56'RT (119.39±FS) HIGUERA ST S A24-756 FS 37.46'RT O NOTEDRUC CURBAN 18 030 ER, UNLESS OTHERWISE lx/fjI) 119.12 TO STA 24+64, 25.70' RT STA 24+64, 23.70' RT STA 24+74, 33.92' RT 119.12 FS STA 24+26, 29.50' RT STA 24+27, 25.70' RT 119.51± LIP 119.58± FS 119.51 FS 119.18 FL ( ) ( ) OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 STA 24+06, 23.70' RT STA 24+18, 29.SB' RT 119.30 LIP (119.23±FS) 119.15 FL © CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 STA 24+27, 29.50' RT STA 24+68, 219.41 RT STA 24+80, 30.56 RT 119.19 FL 119.41 FL 119 96 TC O CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ABBA STA 24+08, .13± RT 6 119.46 FS AND CITY STD 4440 (CASE PER PLANS) (119.13t LIP) STA 24+18, 33..2788' RT STA 24+27, 32.]9' RT STA 24+64, 29.40' RT 9 119.27 FS 11 STA 24+86, 23.70' RT O9 CONSTRUCT CURB PER CITY ENG STD 4020 STA 24+06, 29.70 RT, BCR 119.27 LIP 11- FL (119.Sfit TC) - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - (119.59±FS) 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 (119.05±FL) - STA24+B8, 25.70'RT BE C&G, - a - - _ / - -f19.s - a _ c119.52±LIP) DISPOSITION NOTES JOIN EX - - - _ - - _ a _ MEDIAN NOSE B _ d STA 24+64, 32.50' RT - - _ - STA 24+86. 29.70 RT, ECR \/zz �. _ 5.9' 9 J - - - 55' (119.94±TO) STA 24+01, 30.20' RT 0�% - 0.4% - 0.6% 119.47 LIP 0.3%- - ❑A PROTECT IN PLACE (ITEM AS INDICATED) a _ m_ _ 5 \ (W,JOIN EX - / - F' -- �---E F- -_� _ S F--_,.� - - ate_ - _ _ E05% END & FL) BEG SW, BW, JOIN EX - _ - �3 - STA24+22 7.4 - .- TA 24+66, 37.51 RT m ''I °' END &G, SW, BW B REMOVE (ITEM AS INDICATED) -/ - Wf 119.34 FS 3 119.48 FL - `> _ '1°I° 0.3°A� 1 RT \ � C JOIN EX ''S O' _ o C ADJUST TO GRADE (ITEM AS INDICATED) STA 24+01, 35.70' RT $ - 1°I° - _ m 6 STA 24+86. 35.80' RT - (119.fi2±BW) - o S - STA24+82,34.5±FS) e 8 0 ( ) 07e- /Ja' p O-)-�-�(119.SOt FS) a�-d y' - � °01.6% 5 (120.OS±BW) �E REPLACE ITEM AS INDICATED JOIN EX m _ / y% O-\ STA 24+29, 34.80' RT \% �° JOIN EX BW -O 3 1.8%2.0 F1.0% (119.29±FS) STA24+64, 37.48'RT I 1.8%O°j 0" S o NOTES STA 24+29, 37.39' RT 6 119.52 LIP5'N' STA 24+82, 35.82' RT WM (SEE NOTE 2) E - `3 1,0 �2.7% O d, STA 2 TO 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS l STA 24+62, 37.48' RT $ 119.98 FS SPM-01 TO SPM-25. STA 24+06, 35.20' RT STA 24+10, 35.82' RT - STA 24+27, 37.40' RT (119.54± FS) :A STA 24+78, 37.82' RT 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP '119.67 BW 119.82 TC sqb �, N m� 119.29 LIP �O p " _ 120.08 TO A TREE INFORMATION, SEE SHEETS TS-01 TO TS-20. 0' CF 119.84 FS ° - \ STA 24+26, 3].40' RT h'- 7 119.fi1 FS 3. REPLACE WATER METER BOX PER CITY ENG STD 6210. STA 24,14. 37.82' RT 7 m 119.26 FL I STA 24+66, 45.39' RT �naP ��A TREE PROTECT IN PLACE WATER METER. 119.90 TC \_: 120.08 TC - - �' STA24+74, 41.36'RT 4. THE CONTRACTOR SHALL TRANSITION (30" MINIMUM) 119.35 FS STA 24+26, 46.6T RT 4 1 119.58 FS -I 0.4% 121.08 TO _ FROM EXISTING CURB AND GUTTER WIDTH TO A 24' i tom% = 119.90 TC ry 119.88 FS GUTTERAT CURB RAMP LANDING PER CALTRANS STD STA 24+18, 41.35' RT dd STA 24+88, 49.88' RT, BCR I� h RNY RIW 119.98 TC - - 119.40 FS 120.11 TC `° n N_o STA24+72,46.53'RT PLAN A88A. �119.42 FS- - �� - - -\ 119.61 FL- _ -120.10TC - - 5 STA24+26,49.64'RT, ECR � - - 120.10FS LEGEND STA 24+62, 51.5]' RT STA24+20, 47.50'RT f(2.9%)` I 119.87 TC / \ (119.76±F5)� `f. - 0(0.7%) 5 STA 24+20, 51.69' RT 119.37 FL 119.9fi TO (120.00±BWT 5.5' 1,5' 2' 119.40 LIP �1.6' 5.5'\ ❑ LIMIT OF CURB RAMP (EA) 119.96 FS STA 24+(1 51.56 RT JOINEXBW STA24+26. 51.70RT UJ 1 10 019.84±TC) R (129.6±FL) STA24+71.51.54'RT (119.31±FL1 STA24+29. 51.70'RT� (119.64±FL) (120.15±BW) HIGUERA PLAZA -SOUTHEAST CORNER (I19.43±FS) 0 (119.71±LIP) JOIN EX BW HIGUERA PLAZA -NORTHEAST CORNER CASEC 5 (&G, S± LIP) _ ( ) s o s (CASE END CBG, SW, BW BEG CBG, SW, BW \ F) at's beIOW. JOIN EX = JOIN EX \ \ I � I SGa± PLAN SCALE %EET Call -ro EI9. �9FY zp21-2JbGGnn 02.awg GRA-02 24 Of 94 STA 44+65, 57.19 LT. BCR STA 44+69, 5].25' LT STA 45+06, 64.25' LT 2' ,1.7', (128.3fi±TC) STA 45± FS 1 ZACA LN -SOUTHWEST CORNER (CASE A) 12 .4 2± FL) STA 44+14, 48.73' LT STA 45+09, 64.31 LT (128.47± LIP) I^ 128.81 TC (129.11t TC) BEG C&G, SW, BW 128.31 FS (128.66±FL) JOIN EX 6 (128.76, LIP) FH A STA44+60,57.10'LT BW) END C&G,SW,BW 6 EX BW 5.9' 1.7' 2' JOIN EX 5 9 )STA45+10,56.31'LT, ECR STA 44+57, 53.80' LT b: Z 129.14 TC STA 45+12, 46.94' LT 128.87 BW > - J 128.6 m. STA 44+61, 43.14' LT 129.13 TC 4 FL 128.29 FS Q 128.64 FS h 6 •'I STA 44+68, 43.24- LT r - 7' U STA45+14, LT . 5.9 �(22%) - mI m I ol�?.y `_ of - _ p 1129.01a 0.5% _ s - 1 •� a V `o' STA 45+15, fi4.40' LT 5 JOIN EX 8W STA45+16, 50.45' LT $ 1 129 „BW 56.41' LT ZACA LN -NORTHWEST CORNER (CASE A)(""- 129.14 TC STA45+20, 49.75'LTJOIN 129.14 FS 129.65 TC(3 129.15 FS STA 45+24, 45.20' LT +�\ STA45+18, 45.88' LT 129.32 TC 129.05 FS 29.18 FS STA 45+21, 48.58' LT STA 45+21, 42.51' LT 1 )? STA 44+57, 28.,71 LT h' op 0 _`� 128.71 FS k � 0 21,12' 126.26 FL 128.82 FS 4 l-_- N9 q• 129.51 TC 129.13 FS 129.10 FS - - 3 STA 44• - S4, {923' LT - 1 STA 44+67, 43.27' LT 1 V STA 45+10, 42.35' LT _ P 0.2!{ i\ - 45+25, 43.84' LT 123.7e SW !? - I 128.58 FL 1STA �.• �- 15 12933 TC Q ,,1, Xy ,� STA 44+51, 45.92' LT h 44IP 1 STA 4LIP 43.30' LT STA 45+08, 42.32' LT 7 //STA 129.21 FS fJ ; . 128.70 BW T J .�,//'z „s+�'�O . 1 (128.41*FS) 128.62 LIP _ = O STA45+35, 41.40'LT Z STA44+49, 42.82' LT- "i¢ 7 s 0�1 STA44+66, 39.97' LT STA 45+06, 42.29' LT 1 (128.fi FS) \ l �d/1'/ x F ,' (129.54t BW) 0 RAN 128.63 F$ "1 "• D - - J 128.20 FL L STA45+1], 39.04' LT! \ .2 11 �- STA 45+38. 41.40' LT � _ - (~ - - - _ ..) .1 ♦ ^� - p • - STA44+54, 43.33' LT l STA 44LIP 39.99' LT 128.67 FS �1 Y 1 J✓ 9- j - =S• - _ (129.58t BW) STA44+40. 37.80' LT e6 - QJ 1 ��'�l BOA% - - (128.44t BW) 128.65 FS JOIN EX BW 6 `s} - 128.26 LIP STA45+06, 38.87' LT STA44+69, 40.03' LT 4.5% (128.35±FS) I (128.64±FS) 13%A - - T ' y V _ STA45.21, 35.76'LT !. JOIN EX BW STA45+35, 31.70 LT W _ - - CATCH BASIN A aF.. - '�, STA44+59, 39.83'LT STA45+08,38.90'LT 1 •� - 120.19 TC--^ (129.31±TC) PP A _ y II STA 44+40, 31 90 LT ECR - . --' '+- sLy r 128.23 F$ STA44+69, 34.60'LT 128.61 LIP I I (128.29t LIP) STA45+10, 38.93'LT 11, f Q2•'t n yI 123.70F$_ ar� lY A A PP l�. (128.85t FL1 (128.96± LIP) = (`n (128.30±TO) L 1 - > �/ -/ STA 44+69, 34.60' LT STA 45+08, 34.37' LT 128.57 R _1 r _ - BE C$G, SW, BW JOIN EX J (127.62±FL) -- -- MH A t LIP) i20� 2, Byo \ (&G, 28. FS) 128.59t FS)) 9B?6 g Z _ 1.9% END CBG, SW, BW--lt2el - - - -_ _ S ST _ STA44+6], 33.69' LT STA 45+08. 34.40' LT - - - - - - ' - 128.30t LIP - 1.1% "F- -- =- - - - 0.5 _ -- %� -- 12 STA45+35, 31.]0' LT, BCR LLB _ g - JOIN EX 165 - - 1 STA44+68, 31.60' LT ( ) 128.61± LIP ( ) 1S fi - - 8.6' n l� 29) 128.82 TC _ LL1 _ T (128.09t FL) STA 45+08, 31.60' LT 0 STA 45+36, 26.03' LT 128.82 FL Z Z HIGUERA ST STA 44+fi8, 28.73' LT 28.52t FL) STA 45+08, 28.60' LT a / / 28'2]*FS) J Q _ (128.17± LIP) (128.65±LIP) � � - O (n a STA 44+q0, 25.73' LT (128.29t FS) -- -- -- - - STA44+56, 37.05, STA44+68.25.70'LT STA45+08. 25.68'LT -- STA 45+28, 33.17' LT CONSTRUCTION NOTES U W Z qQ LT 128.60 TC fi STA44+88. 31.61'LT (128.41±FS) (128.91t FS) STA45+10,31.55'LT STA45+2019A.31.20'LT 129.21 TC Q I~ H I G U E RA ST STA 19+01, 39.15' RT STA 19+14, 35.06' RT /STA 19+19, 30.95' RT OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 Z �' 118.04FL TA1W07,33.54RT 11B/1Lp / (11"1 FS) �_ Q STA 19+03, 35.32' RT 118.14 LIP 1118.29E 15) Z STA 10.12. 36.45 RT STA 39+67, 25.10' RT © CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 �S' ~ 1118.S2t TCI - 124.90±FS HIGUERA ST STA39+85, 25.10'FIT = U Z (P (118.30a FS) 24.96t FS CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ABBA Q G !777iii (113.02t FL) STA39+67, 27.10' RT AND CITY STD 4440 (CASE PER PLANS) m STA 19+03, 41.12' RT N 1 118.06 FL 6 l l 10.22t lIP) (124.80± LIP) fi STA 39+85, 27.10' RT 7 G 0 END C&G. JDIN EX O9 CONSTRUCT CURB PER CITY ENG STD 4020 m 118AS LIP ?� $1% _ - STA39+67, 31.10' RT - STA 39+68, 31.10' RT - _ _ (124.86t LIP) Z:) `4._. 124.63t FL) 124'84 FL 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 6i STA 18+95, 40.26' RT T_ - - -- - - - `N (125) - 0 (118.29±FS) STA 19.12, 77.67 RT Tp DISPOSITION NOTES a STA 18+99, 44.49' RT h..- 110407C STA 39+fi7, 34.10' RT - d p _ STA 39+85. 31.10' RT 1 - 9 (124.68t FL) 118.57 TC - O 110,0J FL A CATCH BASIN �/J (124.]it LIP) - - - - PROTECT _ �A PROTECT IN PLACE (ITEM AS INDICATED) (n Q 118.07 FL 40 O 118.12LIP !/ _ -/ 02% - e 118.15 LIP / 0: 04 p_ �_ - - F--- ♦�"'-�' - - - -STA 39+85. 36.30 RT, EC = �B REMOVE (ITEM AS INDICATED) K �JelybN 1� STA39+65, 39.10'RT - _ -- (125.29±TC) W STA 18+92, 18.59 TC 4 �q o I'J LL�I \ � (124+72* F8) M -id _ N (124.78t FL) © ADJUST TO GRADE (ITEM AS INDICATED) 1119.W� � �•� nJ�u ��A PULL8OX 2• - -d -9 END C&G �p RELOCATE (ITEM AS INDICATED) T - STA 11M06.L{1J03' RT STA 33r7d, dB.30' RT - e JOIN EX STA 18+88, 50.96, RT- 7 ? J 7 - - - t ST ASF3 _ 125.05 FS REPLACE (ITEM AS INDICATED) N 118.28± FS �tF STA 18+85, 55.11' RT ('i 111(': d� _ RIW \ STA 19.68. (33V RT d - - S - a $TA 39+78, 47.98' RT N - A {gppLE; {J- STA -/- 126.79FL 4 /- 125.33TC�• NOTES (118.272 FS) 7 - _ /13.33 FS O; 124.92 FS ) 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS 1 ^' STA 3B•6]. d8.30' RT - n SIGN STA 39+82, 46.30. RT / "d TS :p.YN _ STA19.15. 57.71'R7 `/ / 126.S7 L1P - - SPM-01 TO SPM-25. STA 18+89, 56.35' RT {_ < - a J 125.42 FS Islsiy 118.11 FL _ rl V PULL d"a (113.Btx BWJ 6 / 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP 118.18 LIP ! % �w JOIN E%SW --__. STA 39.65, 48.70 RT STA39+87. 4fi.30'RT 7 _ / \ (12139t FS) 0 - 125.50± 7, INFORMATION, SEE SHEETS TS-01 TO TS-20. STA 18+88, 8, 8' RT / &.•} ( STA 39+91, 46.50' RT 3. FOR ADDITIONAL INFORMATION ON PEDESTRIAN PUSH ,{ r O STA 19W5. 69 ST RT A MH \' fir_ 1�% 7.S ! Y (125.55±FS) BUTTONS, SEE SHEETS TS-01 TO TS-20. 11663 TC �O d, --Z S - 1 i1865 FS 7T-O�% _ �+ }� 118.13 FL 40 �T IK 1 - STA 39•75. SO.Sd RT % 1%" 11%^ STA39+9t. 5050'RT 4. THE CONTRACTOR SHALL TRANSITION (30'MINIMUM) 71820 LIP 1- Ip a •L STA 19+1458.58'RT 12d.95 FS �. a.( ♦ •N(125.641 BW) FROM EXISTING CURB AND GUTTER WIDTH TO A 24' A� 19+09, 53.12 RT "" ` 118.8fit BW If JOIN EX BW GUTTER AT CURS RAMP LANDING PER CALTRANS STD STA 18+84, 59.34' RT l h _ - - ( ) 3 MG 1 ] B% O B.T . 1ST( 1.5 STA 39�85. SO.SP RT -Ap _ 'i .. --_' PLAN ABBA (118.28±FS) Tw - 118.69 FS- -JOIN EX BW 112494t FS) STA39+87. 50.50'RT (125.57±BW) I l STA19+05.53.72'RT STA7..12.10.6PRT � 7'1� - - - -0'CF LEGEND - d - 1 18.71FS 124.33 LIP ty '�,i - i° STA 3-, oU- K ♦- STA 39.6B. 50...T - are STA 18+86. 68. 6' RT 71.7 STA 19+01, 59.41' RT ,b .'�'♦ - 1 125.49 FS ❑ LIMIT CF CURB RAMP (EA) 118.6fi TC 118.73 FS 124.07 FL 118.15 FL T STA 14+ B 55.50' RT 118.26 LIP t - (A%TS POLE STA 18+96, 58.10' RT STA 39+72, 50 SV RT S d -9e:ea .. 31 ~ JOIN BW) IL -- 116.64 FS 125.14 FS - , STA 18+85, 78.44' RT 1 - STA 78+89. W 54' RT INSTALL STA 19+00, 63.48' RT STA39±T 5fi.15' RT 118.32 LIP 1\ 115.14 FS PPS 118.75 BW STA 39+69; .�'TC 1� b 7 , ,e O - � 125.60 FS C) A TREE 1R a STA /8•B0. 82.65 RT, BCR STA 18+95, 62.17' RT 725A3 FS ' \ II <- 4 --- STA 39+78. 62.24' RT r.g STA 18+84. 83.93'RT 1118.TOt TCI // 118.6]TC WV C - p/'x (118.41±FS) I (118.21t FL) 118.fi7 FS-- - - 7.2' -`+lo. �' (128.Oi±Tr) S 26.04t7TC86.52' RT (118.32t LIP) 1.7' 1.6 125.55 FS sPrcirice hrox rvo. M. 1 BE C&G STREET LIGHT A / ( %') STA 39+68. 66.30 RT, BC (OIN E t CURB moron STA 18+98. 69.16' RT (118.83±BW) �2' n c / JOIN EX CURB \ JOIN EX STA39+85. 86.18'RT y_ (125.43±TC) EriNOrvntwrnnory CAVO JOIN EX BW \ (125.07±FS) \ li (124.92±FL) sOzt-20fiGGnn Ol dm 1 I� SUBURBAN RD-NORTHEAST CORNER(CASES AANDG �n l 125.06t LIP s o s to ara below. 15 A SIGN 9 ) HIND LN -NORTHEAST CORNER (CASE A) - BEG C&G, SW, BW GRA-03 s le Cell bofore you tli9. S. I , / JOIN EX PLAN SCALE reel 25 Of 94 STA 47+80, 27.07' RT STA 47+84. 33.80' RT STA 47+03, 39.19' RT (130.72a FS) '130.86t TC) STA 47+g4, 27.06' RT 130.18 FI (130.50± FS) STA 46+82, 2].10' RT STA 4fiTC 33.17' RT 138a0 FL H I G U E RA ST STA 47+83, 34.. 6 RT 130.28 LIP 129.37 TC 129.90 FL 130.1 TC STA 4]+gq, 31.56 RT 1 (130.21t FS) 129.8] FL 13.4' [ 130.19 FL (130.74± TC) f 130.00 LIP �7 130.29 LIP ' ] 1305 (130.12±FL) >_ 6.9'r 4 6 STA 47+08, 43.05' RT STA 4]+78, 34.99' RT /� �p 3 (130.24± LIP) 129.91 FL STA 47+77, 38.20' RT 0.35 LI -- 13 P - 130.00 LIP / 06°A -- STA 46+82, 32.S. RT, BCR u - --_ I \ 1330.25 FL 0.3% (130.38t TC 1 _ - �--- Ig b 130.35 LIP y9 (129.85±FU / u O --V0.2°op --0 Q ^ STA 4]+12, 39.27'RT STA47+74, 41.3 Li A'rg _ p POLE (130.00± LIP) I.�o.p ?° a _ �/° \ ` \ 130.27 FL O A S PULL BO BEG C&G,SW,BW (130.06±FS) / , .h 130.37 LIP ql JOIN EX " - Q 3F° 0� -"` m STA 4]+81, 41.57' RT � _ STA 47+15 42 32' RT 130.66 FS = (130.06t FS) INSTALL PPS / S /\ STA 47+84- 43 07- RT (n SIGN A - ^� -0� h°O 130.73 FS, 0'CF °� P� 020 / ] ° O_ TALL PPB Q \r\ STA 47+11, 48 10' RT STA 4]+71. 46.90' RT ] - i - 3 �, STA 47+86, 43.92' RT 129.94 FL ,,. (130.87±TC) 111 2• - Ci'g y\° 1\ 130.89 TC � - 130.02 LIP V • 130.28 FL / S/ 9% 130.76 FS = �- 130.40 LIP y 2- STA 46+83.4± RT - 1 P STA47+15, 51.11'RT o/ - BW)Rpry \ 2y° p _ 0. p O\° 130.46 TC oa- - - STA 47+C 47.81' RT LL 1 5i- d / 790 L/o 131.04 TC 5 Ll JOIN EX BW BS, 'l' O " 129.98 FL i/ - _ e // _^'FS STA 4]+96, 49.59' RT '`�" 8' _` 8�_ 131.95 TC STA 46+87, 42.03' RT TS TS A � - O� yd° 130.85 TC PULL C POLE INSTALL �..�/� 2 0�s �O 130.54 FS BOX y F- o STA47+21, 51.44'RT -7 6 I -/.,.°^' - STA 47+05, 46.27' RT r o S�yT4 - - 5 (130.19t FS) TR 1 4 ` -. STA 09+ F 52.08' RT Q 130.26 FS i 7 - - 3O� 1 1.5� Z9• (132.09t FS) (] \� \ STA 4]+16, 53.88' RT, ECR WV D 0' CF, JOIN EX BW Z STA47+02, 49.23'RT CABINET �8 ory STA 47+05, 52.29' RT - u' A \ 130.4] TC \ STA 47+89, 50.76' RT 1r _ �/ - /.ten F 130.32 FS 130.88 TC P 1 °' .�° - '%% 129.97 FL \ 130.43 LIP of Cn 130.36 FS 'rn'`�/ ' -'?\ 0 4 130.05 LIP TS STA 4]+81, 47.W'RT S, w 6 _ m STA 47+62, 56.91' RT p PULL 130.76 TC r STA 47+gg. 55.fi7' RT W Z 130.]fi FS (132.12t FS) CL STA47+O8, 49.33' RT 5 3 Oa° 6 (130.87t FS) BOX 0" CF, JOIN EX BW J W ? P \ �' \ A TS POLE STA 4]+80. 4].43' RT STA 4]+23, 55.93' RT \ 130.29 FS ,2 I30.28± FS \ (130.82t FS), 0" CF U) 9e y1 ( ) q \, STA47+94, 53.28' RT 0 _ A CABINET 131.98 TC (� (yJ 2 STA 47+08, 57.83' RT STA 47+18. 58.35 RT \ E SIGN 131.73 FS Z 131.17 TC (130.66t TC) STA 47+78, 44.72' RT Q ~ 0 N 1Lu 30.59 FS (128.88± FL) \ \ qy 130.77 FS STA 4]+72, 66.15 RT, BCR �, J (130.12±LIP) STA47+fie, 68.16'RT \ (131.02t TC) /,���{" W a 0 STA 47+13, 61.04' RT END C&G, SW, BW \ (130.65± FS) N 1 (130.78a BW) JOIN EX 3 (130.32t FL) 7CY Z Q JOIN EX BW �J�\ (130.49a LIP) O \ \ C&G, SW, BW 5 0 5 10 Q WM A \ \ \ JOIN EX = PLAN SCALE FED U Z GRANADA DR -SOUTHEAST CORNER (CASE A) scus Q �� ,�,2 GRANADA DR -NORTHEAST CORNER (CASE A) CONSTRUCTION NOTES 0 0 CONSTRUCT CURB AND 18' GUTTER, UNLESS OTHERWISE Z STA 80+18,21.03-RT HIGUERA ST STA81+16,19.75'RT ® NOTED, PER CITY ENG STD 4030 F (152.12±FS) (I52.75±FS) OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 Y) - - - - - - - * - - - -111,- - - - - - - © CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 STA 80+18. 26.54' RT STA 80+30, 20.88' RT STA 80+78, 20.25- RT STA 81+16, 25.25RT STA 81+26, 19.62' RT STA 81+51, 19.29- RT CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A W 151.9fi LIP (152.21t FS) (152.49t FS) 152.6] LIP (152.81t FS) (153.02t FS) O AND CITY STD 4440 (CASE PER PLANS) STA 80+18, 28.53' RT STA 80+42, 20.73' RT STA 81+26, 25.12' RT 11 STA 81+52, 24.79' RT CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 151.87 FL STA 81+16. 29.00'RT 152.71 LIP w 2 (152.30±FS ) 153.08 TC 152.82 LIP © INSTALL 2 IN. .4 IN. REDWOOD HEADER G ' N STA 80+18, 3 2.37 RT FH D STA 81+2fi, 2].12' RT STA 81+61, 19.16' RT 152.37 TC STA80+42, 2823' RT F _ It53 152.82 FL �(153.19±F., 8 REGRADE AREA WITH 10" MIN. CLASS 2 BASE (95%MIN. p C 152.28 LIP MAILBOX C © COMPACTION 8 9 STA 80+]B, 25.]5' RT WM (SEE ) VALVE C 152. SLIP D NOTE 2) , 79' RT CONSTRUCT MODIFIED CURB TYPE Doi WITH 2' GUTTER _ STA 81+51, 26.PER CALTRANS STD PLAN A87A STA 80+(8,21.16'R152.; ccZO - e - o� a �^' /SJp - 152.72 FL DISPOSITION NOTES 04t F3 5\ ,5\\ M\ _�] - -x J ADJUST TO GRADE (ITEM INDICATED) o _ `� �21 ' �'- - Yts25-�- -/° ❑A PROTECT IN PLACE (ITEM AS INDICATED) III ^ ao � 153U �.I' 15a.0 15a.s' n I ~ ���n ��� A DE OTE ED ait'F T>T f m l �D RELOCATE (ITEM AS INDICATED) or girl C&G A 10, m 11.4' 12' STA 80+42, 28.23' RT 36' 12' 26.5' 10' _ 24.9' 10' iu OWV 1TA81+C P.TBUS SHELTER A UNPAVED DWV 152.18 FL NPAVEDD WM� UNPAVED STA 81+26, 28.87'RT a - ❑E REPLACE (ITEM AS INDICATED) STA 80+42, 213AW RT A PP STA 81+61. 31.06 RT STA 80+08. 33.06 RT �152.68 TC \ „�-(152.77±FL) NOTES A V STA 81+26, 35.97' RT iaxao5ev. C (152.85± LIP) (151.63t FL) STA 80+42, 35A7' RT r, (153.72±EG) 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS 711.78± LIP END GUTTER TRANSITION, ( ) (153.29t EG) STA 59±80�90,F 20.10' RT STA 81+1 fi, 2].25' RT JOIN EX FOR TO ADDISPM-TIONAL P. BEG GUTTER TRANSITION, STA 80+18, 35.96' RT 152.59± FS o 152.58 FL. _ 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP 152.87± EG STA 80+78, 27.75' RT ( ) _ _ ar JOIN EX ( ) -01 TO TS-20. 52.3_It55)_ _ i STA 81+81, 35.97' RT INFORMATION, SEE SHEETS TS(153 sr 7 FL ❑ ❑ ❑ ❑ 81-51, 2!S4 3. REPLACE WATER METER, CUSTOMER VALVE, CITY VALVE SIGN A STA 80+30, 26.38' RT STA 80+90, 25.1 /' RT / AND ALL FITTINGS PER ENG. STD. 8210. vreo�SF.. 152.14 LIP D STA 80+78, 29.51' RT / 152.56 LIP I /I'� I STA 81+51, 28.54' RT 152.87 TC 15322 TC 3. BUTTONS, SEEADDITIONAL INFORMATION ON PEDESTRIAN PUSH STA 80+30, 28.38' RT STA BO+90, 27.60' RT BUTTONS, BEE SHEETS TS-01 TO TRANSITION STA 80+08, 35.96' RT 152.04 FL 152.46 FL STA81+51, 35.97' RT 4. THE CONTRACTOR SHALL TRANSITION (30' MINIMUM) 152.i5t FS STA 81-16, 35.97'RT 153.61±EG ( ) STA 80+30, 30.13' RT STA 80+78, 35.97' RT STA 80+90, 29.35' RT ( ) FROM EXISTING CURB AND GUTTER WIDTH TO A S orem er (153.87±EG) ry a (153.SO±EG) 152.98 TC GUTTER AT CURB RAMP LANDING PER CALTRANS STD r,.oirice. - 15254 TC FENCE A I PLAN ABBA. STA 80+90, 35.97' RT FENCE A mo1°s1 STA 80+30, 35.96' RTZ"°°' (152.99t EG) (153.39± EG) LEGEND aW'zozl-zObGGRn M.awq ara below. GAP CLOSURE NORTH OF CHUMASH DR io o s 10 zo ❑ GRA-04 13 MIT OF CURB RAMP (EA) Cell bofore you tli9. PLAN SCALE 26 Of 94 STA 69.87. 55.13' LT (1"61e BW) JOIN EX BW STA 69•67. 51 06' LT 14.52 TC 14441 FS STA69+81, 46.31'LT\\ RE-fAIWNG� 144.13 TC \ J ` 1411.- PLANTER CURB. STA 69+78. 43.11' LT 7 43.96 TC 143.9fi FS STA 69+81, 40.37' LT 143.89 FS�-� STA 69+73, 41 S7' LT (143.7716W) TS FOLEL STA 69+70. 38.30' LT (143.47±BW) -rl JOIN EX BW U STA 69+72. 38.30' LT � (143.53 FS) STA 69+70- 32.So' LT (143.3Bt TC) --,� END C&G 1 OIN EX STA 69+72, 33.10' LT (143.40t FS) STA 69+70, 27.00' LT (143.20 FS) STA 69+77, 32.60' LT ECR TC = 143 42 FL = 142.97 LIP = 143.04 STA fi9+77, 27 STA 69+92, 54.89' LT (144.49t ) STA 70+70, 47.84' LT, ECR FL) (144.O6t FL 145.02 TC r 4.8' I a,� (144.0& LIP) BEG C&G, SW 144.51 FL 144.61 LIP ^ J EX STA 69+92, 49.09' LT ' \`1 STA 70+64, 48.96' LT STA 69+OIN g6, 54.]2LT 144.39 TC I (144.08 FS) 143.89 FL (144.54 FS), ` b - 143.91 LIP 04 ' STA 69+92, 46.90' LT, BCR !S I 6 144.32 TC \ 143.82 FS 1�4 STA 70+70. 4 +A ���-0A TS POLES 143.85 LIP \ 14"3.99TC� 144.49 FS E STA 69+84, 43.27' LT 144.16TC C i STA 69+89, 38.30' LT - 143.97 FS RIs. +, 143.92 TC �W STA 70+64. 38.81' LT , 143.42 FS y (144.34t FS) STA 69+92, 38.27' LT - - - 143.40 FL STA69+95. 38.23'LT • 7%%4. �j. T-STA fi9+93, 38.25' LT STA 70+68, 38.72' LT- - , • 143.48 LIP STA 69+93. 35.42' LT 144.36 LIP ' ',!'� - D -O A (143.41t LIP) : STA 69+95. 35.40' LT STA 70+69, 38.69' LTA 02% • (143.49 FS) 35.40' LT - - - - -LfJ- 144.32 FL _ STA 70+64, 35.24' LT 7JT N STA 69+95. 32.40' LT > = (144.26 FS) n (143.22±FL ) a 11 Q STA 70+68,35.20'LT- - (144.30a LIP) STA 69+92, 32.40- LT ~ 8'g - -10, STA 89+88, 32.40' LT 143.21 FL fY STA 70+72, 38.62' LT- STA 69+86, 29.50' 143.26 LIP 143.19 FL LT STA 69+95. 25.50' LT Q 144.45 FS STA 70+68, 32.30' LT- 6 (143.48 FS) (144.04t FL) ' STA 69+85, 25.50' LT Q STA 70+69,44 0 (143.35 FS) HIGUERA ST c 1 FL STA 69+81, 33.07' LT C STA 70+68, 29.40' LTA 143.55 TC (144,23± LIP) 143.OB FS ,14 MARGARITA AVE-SOUTHWEST CORNER (CASE G) STA 70+68. 25.40'LT� C TS PULL BOX (144.38 FS) STA 69+59, 31.SORT , BCR STA 69+69, 33.15' RT STA 69+76. 22.46' RT (142.48± TC)(142.043 FL) 142.59 TC (142.92±FS) (142.08t LIP) 142.17 FS STA 69+76, 28.46' RT BEG C&G, SW, BW 6 14242 LIP STA 69+59. 24.24RT JOIN EX (142.81TS PULL BOXTS POLE9.4' rA 5 J STA 69+59, 39.41' RT I (142.58±BW) JOIN EX BW \i - STA 69+66, 40.03' RT / 14203' TC 142.64 FS INSTALL �7 STA 69+77, 31.40' RT ppB 142.28 FL /- STA 69+72, 42.75' RT STA 69+75.46.05 RT 142.82 TC INTC POLE , 142.51 FS 142.60 FS STA 69+79, 51-W RT 143.0 TC 14].09 FS STA 69+81, 5&W RT 113.13 BW ,� 6 MARGARITA AVE -SOUTHEAST CORNER CA( SE C) STA 69+82. 6 EX W 6 IT (143.27± BW) B STA69+88, 62(.52 ECR JOIN EX BW 042. 1t TC FL) (142.72! FL) (142.JOI LIP) at's b6IOWJOIN .END C&G, SW, BW, N EX I Call a,9. 8TA 86-9X31.40'FtT P 9 �� I f • LE 4 a - - fQ.3tA • .WW CONSTRUCTION NOTES 70+70. 48.84'LT STA (145 f±TC) O5 CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 (144.52! FL) (144.63! LIP) © AC PLUG PER CITY ENG STD 4110 CONSTRUCT 10" END C&G, SW, BW JOIN EX STA 7048, 48.1T LT 1145.14a TC) STA 70+80, 46.09' LT CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A O A TS POLE (145.13 FS) JOIN EX BW 145.10 TC 145.03 FS AND CITY STD 4440 (CASE PER PLANS) O9 CONSTRUCT CURB PER CITY ENG STD 4020 4' 1.5' 5 STA 70+77, 42.81' LT 144.94 FS �/ 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 8.4'- J 0 (.3%%)_ py STA 145.03 TC 83,42.75'LT 5.03 DISPOSITION NOTES o' L _ 4s - -1a5p 't 149.95 FS STA 70+80, 39.81LT ❑A PROTECT IN PLACE (ITEM AS INDICATED) ^"' O 144.87 FS -STA C ADJUST TO GRADE (ITEM AS INDICATED) W TS PULL 70+86, 37SU LT TC) 1 /�� `-(144.933 - - \`144.84 FS- �p RELOCATE (ITEM AS INDICATED) i0.5% 2.7% - STA 3].90' LT NOTES _ 94± By Q - (144.94t BW) - TS 0• CF A I 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS `^ ?�R4�. Pa E •,gM ein JOIN EX BW SPM-01 TO SPM-25. / m' _`3 nl STA 70+85, 32.50' LT, BCR 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP 7 { �. - p -" 144,74 TC INFORMATION, SEE SHEETS TO 7� • - !4• _ 144.37 LIP • 1 OS% 144.37 LIP ONTS-01O 3. FOR ADDITIONAL INFORMATION ON PEDESTRIAN PUSH PEDESTRIAN BUTTONS, SEE SHEETS TS-01 TO TS-20. STA 70+89. 32.50' LT - 144.74±Tc) LEGEND AJ (144.26±FL) / 144? (144.41t LIP) BEG C&G, SW, BW JOIN EX LIMIT OF CURB RAMP (EA) 1771 9 STA 70+85. 26.81' LT STA 70+89, 26.817 LT (144.54 FS) (144.57 FS) LTA 70+75, 35.81'LT 6 STA 70+79, 33.47' LT 144.38 FS 14470 24 TO . 44FS HIGUERA ST STA 70+75, 32.30' LT STA 70+76, 25.40' LT 144.22 FL (144.46 FS) STA 70+76,12928 MARGARITA AVE- NORTHWEST CORNER (CASE A) LLT IP 95 STA 69+77, 37.24' RT _ STA 69+93. 22.63' RT STA 70+34, 43.69 RT STA 70+56, 31.40' RT STA 70+g5, 28.80' RT STA 70+66, 22.60' RT STA 70+fi5, 31.40' RT 142.40 FS (143.05±FS) (143.53t TC) HIiGUERA ST STA 70+54, 22.SO' RT 143.15 FL 1 f(143.85±FS) / 143.28 FL (142.11 FL) (143.72±FS)� 143.42 LIP STA ]0+723435'RT STA 69+93, 28.61' RT END 'SG, SW, BW STA 70+3fi, 43.90' RT (142.44t LIP) (143.N4 FS) JOIN EX STA 70+54, 28.60' RT STA 69+80, 40.54' RT STA 70+27, 43.78' RT (143.243 LIP) V -142.49 FS. _ 143.39 TC STA69+93,31.40'RT---_143.39 FS RAILING A (142.32± FL) - STA 70+54, 31.40' RT RT STA 70+20, 43.03' RT (ta3 (143.12± FL) STA 70+11. 42.04' RT 143.29 TC 1 143.13 TC 1431 FS STA 70+54, 3440' RT STA 69+93, 34.40' RT 747.56 FL _ _ (143.25± LIP) --(142.4]l LIP)_- VA 70�11, 41.03 -- 1142."* nl STA 70+52, 3.23± S) 2, STA 70+09, 40.85' RT (147.64t FL) (143.23t FS) 3 142.57 FS � E G' sw' ow _ STA 70+65, 38.23' RT STA 69+95, 34.40-RT 143.34 FS� I (142.49t FS) STA 70+fi2, 41.58' RTC STA 69+92, 41.72' RT ly STA 70+52. 40.53' RT 113.26 FS 142.54 LIP ? • (Y)-, A fro{ _�� (143.25t FS)�I STA 69+94, 41.93' RT 9' r `i I _ (142.64! FS) 6 _ s.s• ii 1 STA 70+54.4027 LRP ( STA \I 142.4fi FL STA70+55,40.89'RTJ j V STA 70+10. 51.89' RT I f y 0 O -4 . 4 1 ,w 143.20 FL I\ \.I 143.35 TC ' b a^ V I STA 70+58, 46.95' RT Iy 1 142.68 FL 1 0 TC u �I STA 70+08, 52.69' RT O .� _ _ - / - O 6 143.10 FS ^i (142]3 FS) \,.I O 0 '' J O a STA 70+34, 44.68' RT 1 4 - 143.53 TC \ 1.1 STA 70+10, 52.89 RT O ) - e b • O \ J 142.97 FL 6 (143.35±TC) I�616 .f - Y © (142.69t FL) --- '--- O O STA 70+33, 54.53' RT J END CBG,SW,BW W / % S' 0 143.67 TC �' , JOIN EX > 57A 70119. 62.89' RT J 143.12 FL SIGN D I ® 14142 TC LSTA 70+35. 55.73'FIT Q /43A2FS STA 70+37.55.S3 RT I STA 89+88, 48.04'RT 114367x TC) (143.18t FS) 5 I 143.07 TC jf PULL BOX I - % (143 13. FL) STA 70+53, 60.29' RT, BCR �2.57 FS L� _- BEG C&G. SW, SW 143.57 TC OIN EX 143.06 FL I STA fi9+88, 54.41' RT STA 70+26, 53.63' RT143.17 LIP I /l 143.11 TC Q 14&54 TC�fSTA70+'51%653'�2.TRT STA70+49, 62.92' RT 611261 FS 143.54 FS t C) I (14321±FS)-STA 89+92, 83.88' RT RAILING (143.OSt FL) (142.85t FS) (143.16a LIP) CWATER UTILITY I BEG C&G, SW, BW C ) JOIN EX 43.60 TC 143.36 FS STA 70+79, 32.13' RT 43.88 TC _ � 143.37 FS 1 \ I- STA 70+85. 24.02' RT n F. (i F O w Q J Q Oco ag U w 0 p Z w w wa �(n D� 9 O Q9 2 (n - E�-- 4r-- • TS' 1 L OLE �Y s - a< • ,' 1 5 - S1A70+85.31.60 RT, ECR (143.95t TC) ^ 4 - O 0 a '� A� (143.463 FL) TB (143.51±LIP) •+'_� C PULL END C&G, SW, BW BGX JOIN EX 4 STA 70+80, 39.50' RT 3k (144.00t BW) STA 43.85TC'41.71'RT JOIN EX BW 143.83F9 STA 70170, 43.97 RT y M7.69 TC I A5 F5 Z r4 STA 70-W. 47 1T RT A POLE \ 143 70 TC 1 \ 143.37 FS r.g -6',• '/ C SPULL BOX \•-STA 70164,50.SS RT rnem er 25 I o s 10 143.62 TC STA 70+59, 60.91' RT 143.62 FS -F PLAN SCALE 1e[T sPEcirice hro o. 143.64 BW moron 6' MARGARITA AVE-NORTHEAST CORNERsi-zoscc nnos a.y STA 70+59, 63.96' RT % CASE C (143.60t BW) JOIN EX BW CRA-O5 27 of ga STA 78+17, 33.10' RT, BCR- 150.12 TC 150.01 FL STA 78+08, 29.BU RT STA 78+13, 29.60' RT (150.03±FS) (750.01t FS) - - - - lrso 4.8' STA 78+08. 33.10 RT / 4 ~- (150.32±TO) n (149.85t FL) (149.88±tIP4. (-) BEG C&G, SW, BW JOIN EX POLE A STA 78+13, 33.10' RT 150.40 TO VAULT o-T 49.90 FL STA 78+13, 39.14' RT (150.52±BW) FH a" OF (CITY ENG JOIN EX BW STD ENG JOIN CABINE A STA 78+17, 39.10' RT 150.53 TO 150,3TO l" STA 78+19, 40.25' RT 150.67 TC / 150.1FS STA 78+20. 43.25. RT 150.73 TC 150.43 FS STA 78+19, 48.24' RT (150.8q BW) 0" OF JOIN EX BW I STA 78+18, 52.17' RT (151.03±FS) a o CHUMASH DR -SOUTHEAST CORNER (CASE C) STA 54+67. 27.51' RT (134.75t FS) STA 54+67. 31.00 RT BC / 1 JOIN EXBEG SW, BW SIGN E STA 54+84, 36.10' RT- - 135.66 TO STA 78+19, 33.31' RT STA 78+85, 27.98' RT 150.04 FL ( 150.78± FS) STA 78+21, 28.10' RT STA 78+28, 28.10- RT _ (150.17±FS) (I50.18±FS) HIGUERA ST STA 78+89, 34.74'RT• STA 78+21, 30.1 O' RT STA 78+32, 28.10' RT 150.06 LIP STA 151.13 TC 78+85, 29.S8'R 1r,0 63 FL STA78,22±FS) 6 11 STA 78+28, 32.88' RT (150.67± LIP) 11. 150.02 FL STA 78+85, 33.30' RT STA 78+32, 30.10' RT (150.61± FS)� m - (150.12± LIP) ro STA ]8+32, 3280' RT STA 78+85, 35.8B' RT (150.72± LIP) 7)40 2% \ �(150.03t FL) STA 78+28, 36.00'RT--'---------- STA 78+83, 35.88- RT ---(150.70± FS)- 150.10 LIP STA 78+86, 38.60' RT, FOR STA 18+32, 36.00' RT (150.15± LIP) 150.78 FL 5.1 Q40 STA 78+25, 40.25' RT STA 78+83, 39.23' RT 150.15 FS _^1r a ro 5.0% - - - 'I m " - - /T - 85, 393± FS) -STA ]8+85, 39.41' RTC - - - 150.63 LIP STA 78+31, 40.25' RT (150.41±FS) RAA� / -l'st 1 STA 78+88, 39�8' F �L 78+27, 40.25'RT / (150.21 LIP .2 STA 78+g450fiRTSTA ( SEE/_ 150.90±FS) ^IIN _ RT STA43.59 / NOTE3vv- 59± FS)EC fi s% *` I STA 78+25, 42.58' R'f ECR P(14% c 150.33 TO / / / ( 150.22 FL / $TA 78+85, 43.81' RTJ I 150.83 FL TA 78+29, 54.10' RT 1.4' X (i 50.88±FS) STA 78+85. 48.23'RT 15TO/ 5 STA 49 17 RT = 150.85 0.85 FL / / 150.82 TC 50.40 FL 1 / STA 78+80, 52.79' RT G� 4• STA 78+23, 53.10 RT (151.12± FBI (150.96±TC) / (150.53±FL) IF LIP) (150.63± END C&G, BW U STA 78+79, 58.06 R3 " JOIN EX I (151.19±FS) ' HIGUERA STA 55+32, 28.00' ST (135.56±FS) RT STA 54+88. 26.00' RT STA 55+29, 31.14' RT STA 55+32. 28.00' RT (135.Oft FS) 135.30 FL 135.46 LIP -STA 54+88, 28.00' RT STA 31.00' RT STA 55FS 32.30' RT 135.35 FS 135.05 LIP STA 54+97, 31.00' RT 135.13 FL 3 FL 1 STA 55+28. 31.00 RT STA 55+44, 32.10' RT 135.04 FL 1 09 FL TA 55+39, 32.1 O' RT, ECR 135.90 TO STA 54+99, 34.00' RT 135.08 LIP TA55+28. 34.00' RT LIP 135.51 TO 9 13538FL13534 JIS 135.40 FL STA55M9,26.00'RT T7-r7TJ7S _\13546LIP -r7%-T7-r/\l 7 % T7 rT / l l7 r7 (135.77t FS) --cE-'- 'STA 55+01, 36.00' RTE�o STA 55+2fi, 3fi.00' RT (135.17t FS) - (135.32±FS) - O O / y oJN J STA 55+01, 39.57' RT ' RT 135.16 FS 76° _ STA 55+26, 40.11±F5 1i (35.45 �So 26%2.5% (135.22±FS) -11�s1 STA 54+88, 39.57'RT '�Ii ; 'TREE A - 135.25 FS m' - ?°'� �1.3% STA 54+99, 39.5T RT STA 55+28, 40.11' RT ( 135.17 LIPLIP STA 54+87. 44.23' RT 0010 y0, 0 2.3% 3.3%4.3% STA 54+97, 39.57' RT 6 , 135.91 FS - - 135.13 FL /III pti - 1 - - 11rT STA 55+2%40.10'RTJ STA 54+77, 4 RT -. -- 35.5 STA 42.76' RT v `rl_ ' 135.99 FS 9° "�0p°I° v 1 30± F 5.99 135.41 FS & ;' - (135.30±FS) STA 54+7. 'RT 3b }, ,g I^ 136.24 FS ,\°O 10.8' - STA 54+99, 42.76'RT STA 55+29, 42.1035. BCRJ 135.21 LIP 135.56 TO STA 54+97, 42.76' RT 135.42 FL 135.18 FL Q 135.48 LIP LI STA 54+]], 51.fi3' RT � ��STA 55+01, 53.83' 4 RT STA 55+29, 47.10' RT 136.23 FS STA 54+90, 43.41' RT 2' (135.43± FS) 135.31 FS LU 135.96 TO STA 54+79, 50.02' RT STA 54+96, 53.83 RT EC 136.05 FS STA 54+91, 42.76' RT (135.78±TC) STA 54+83. 47.80' RT 135.30 R (135.26± FL) 135.46 FL L u Q STA 55+26. 52.10' RT D 135.97 FS 2.4- (131.32, LIP) STA 54+94, 47.91' RT ill END C&G, SW, BW Z (135.72±FS) _� 135.75 TO 135.28/FS I JOIN EX O x Iof S HIGUERA FRONTAGE RD-SOUTHEAS71C0 NER (CASE A) ILL v,•insls below. 20 Call 5erore ro� a19. STA 78+93, 32.90- RT, ECR STA 78+90, 32.90' RT 151.15 TO 150.63 FL 150.65 FL STA 78+96. 29.30' RT - (150.79t FS) 8 � _ 9 8.9, 4 C WATERVALVE \N - 2 8 --8L78+96. 3 AO RT 9 - _ (150.66± FFL) (151.t L) q, bi 0.4% (150.69t LIP) RM 2?IO 0.3% NB'GSG SW'Bw ti OAgO - ` _ JOIN EX %- (t STA 78+92, 40.80' RTZi - - q_ 151.31 FS A WM VAULT 4.2' STA 78+96, 41.57' RT _(151.39±BW) JOIN EX BW v of o e / STA 78<95. 45.70' RT 6'�(151.40±13W) 1.7% STA 78+95, 47.34' RT /- (I51.41±BW) ;g� 5 STA 78+91, 44.92' RT n69 15033 FS - -/ STA 78+8V50.79' RT J ry (4.4%) - (151.31±.BW) // STA 78+88. 54.37' RT V (151.49t BW) STA 78+84, 53. 50. 4' RT JOIN EX BW 15.27 TC 1 IFL 1 TY W I I STA 78 +83, 58/71 RT O (151.31±TC) Z (150.87±FIL -� (151.00± LIPj. BEG C&G, SW,/HW ( JOIN EX 19 CHUMASH DR -NORTHEAST CORNER (CASE A) 8% s 10' STA 55+49, 32.10 RT RM ZT - 1. 0.4% 0%v- 4 (135.49- - - LI (135.49± LIP) -END % C&G, SW, BW 00 n - vIo - NI - JOIN EX 61- - O STA 55+49, 37.60' RT % a1° (136.03±BW) 0' OF -.� 5 /-' JOIN EX BW A FH 7 SEE NOTE 3 n� STA 55+44, 37.60' RT STA OTC 7.60' RT 3136.01 TC 136 135.95 FS FSTC 35.43 01 STA 55+35, 40.10' RT - 136.00 TC 135.48 FS \ STA 55+35, 47.10- RT 5. 36.07 TC �\ 136.01 FS STA 55+35. 52.10' RT (135.53t FL) JOIN EX BW (135.65± LIP) �� S HIGUERA FRONTAGE RD -NORTHEAST CORNER (CASE C) BEG C&G, SW, BW JOIN EX CONSTRUCTION NOTES Oq CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 © CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 O7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440 (CASE PER PLANS) O9 CONSTRUCT CURB PER CITY ENG STD 4020 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) © ADJUST TO GRADE (ITEM AS INDICATED) O RELOCATE (ITEM AS INDICATED) ❑E REPLACE (ITEM AS INDICATED) NOTES 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS SPM-01 TO SPM-25. 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP INFORMATION, SEE SHEETS TS-01 TO TS-20. 3. THE CONTRACTOR SHALL TRANSITION (30" MINIMUM) FROM EXISTING CURB AND GUTTER WIDTH TO A24' GUTTER AT CURB RAMP LANDING PER CALTRANS STD PLAN A88A. LEGEND ❑ LIMIT OF CURB RAMP (EA) s -E PLAN SCALE FEET IN 1.1-20fiGGR Ofi tlwg GRA-06 28 Of 94 HIGUERA ST STA 85+56, 32.19' RT, BCR Lf J STA 85+56, 28.69' RT 155.21 TC > (154.87±FS) 154.]i FL Q STA85+50, 28.46'RT A GUVWIRE Q CONSTRUCTION NOTES (154.84! FS) z STA 85+53, 35.05' RT STA 85+61, 29.79' RT _ _ 155.21 TC 6 (154.88t FS) Q - 4 CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE 155.21 FS I5 ~ O NOTED, PER CITY ENG STD 4030 STA 85+49. 31.96 RT STA 85+60, 33.08' RT Z O5 CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 (155.15±TC) 4 33 (154.65a FL) 154.73-FL O • © CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 (154.19t LIP) STA 85.58. 35 ZY RT BEG CBG, SW, BW - - - -� CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A JOIN EX 64 1M28 FB O AND CITY STD 4440 (CASE PER PLANS) •f - STA 45�41. 55-W RT INSTALL DETECTA47� 6 155.26 TC _ © STD 4440(SIZE ASBINDICATREONG SURFACE PER CITY ENG STA85+49.34.91'RT PP A ?f 15474 FL O (155.14±TC) °'r s�. ».er FIT o o -- - / I R. DISPOSITION NOTES 155.14: FS) o �. ' \ 0' CF / CURB A� PROTECT IN PLACE (ITEM AS INDICATED) JOIN EX FS �o� , �� - A PULLBOX A i.._'- , 0.2% i - - - RAMP NOTES 'B 1. -S1.40.50'RT A IGN \ - (154.9if4.915 FS) 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS STA 85+49. 39.95' RT 4 I.B "/11 - - 6 5'X3' DINS SPM-01 TO SPM-25. (155.14t BW) 5 'Io T - - \ 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP JOIN EX BW INFORMATION. SEE SHEETS TS-01 TO TS20. / ;s1� \ 3 THE CONTRACTOR SHALL TRANSITION (30" MINIMUM) STA85+53,40.09'RT \ FROM EXISTING CURB AND GUTTERWIDTHTOA24• STA 85+73, 47.72' RT (155.15! BW) I 1.5'� (1 55.03i FS) I GUTTER AT CURB RAMP LANDING PER CALTRANS STD 1I / PLAN AM STA BE 39.7TRT I LEGEND 55.19 TC / 155.19 FS I I / STA 85+63, 40.04' RT STA B-BB. 41.59 RT,ECR I J�f2 ❑ LIMIT OF CURB RAMP (EA) 155.25 TC (155.363TC) 1( A SDMH/ 154.83 FS 1154.86i FL) / 154.86 LIP (154.97x LIP) / SEE NOTE3 7 - END CSG, SW, BW �� FONTANA AVE-NORTHEAST CORNER FONTANA AVE-SOUTHEAST CORNER (CASE F) STAB 5+68, 40.29'RT '� JOIN EX / 155.31 TC J 154.81 FL \ I li ) HIGUERA ST A GUTTER - ----- w w F Q Lu W 0 qZ LC Q F O ~ < Lu Q O co f1 = Q H W w q Lu d i7 z LL 0 Z Q F Q Lu w C� x Tn -- --- - - - -- / 000 V-A� RNVCURB A IRAMP FLAG IPOLENA 5'X3' DWS C fi � r=�1 RANGE MASTER -NORTHEAST CORNER _LuLli RANGE MASTER -SOUTHEAST CORNER F,�a No.��o oN 24 Z o ozo oscc n 07 a L-c- rK PLAN SCALE rteT GRA-07 29 of 94 STA 107+91, 2924' RT I STA 108,40, 24.44' RT STA 108+38, 19.59' RT STA 108+46. 19.40' RT STA 108+60, 20.]0' RT STA 107+93, 20.20' RT (157.24± FS) u' STA 107+g6. 57.18 RT 158.81 FS STA 108+03, 20.20' RT 156.85 FL (15].17t FS) (157.301 FS) H I G U E RA ST 56.18 TO 58.93t FS) STA 107+95, 32.57' RT STA 108+q6, 21.40' RT 56.93± FS Lip 156.68 FS 156.90 FS ( ) STA 108,38, 221999' RTT 157.06STA 108+4B, 24.30' RT STA 108+60, 24.30' RT, ECR STA 108+03, 22.20' RT ( ) 157.03 TO 7 f STA 107+80, 25.70' RT, BCR STA 107+80, 22.20' RT STA 10]+gg, 25.02' RT 157.22 FL STA 107+g3, 56.70' RT TA 108, LIP) STA 108+38, 24.49' RT 156.92 FL 157.13 FL (156.73±F5) [STA FL STA 108+47, 28.87' RT 156.60 LIP 156.]0 LIP I STA 3 LIP , 28.20' RT ('156.84±FS) 1 TA 10 LIP 158.80 LIP I 156.]3 LIP I 157.03 FS STA 108+85, 20.70' RT 11 6 STA 108+54, 25.18' RT fi5>) STA 108+03, 24.94' RT STA 108+qq, 3251' RT 157.49 TC (157.33t FS) 0.]' STA 107+75. 25.70 RT STA 10]+]5, 22.20' RT MON E g _ -_ -_ (156.63t FS) I 15].00 FS 769 156.99 FS 6 (15].OB±TC) (156.691 FS) _ STA 108+38, 2750' RT (156.45± FL) _ - _ STA 108+03, 28.20' RT 1 (156.941 UP)) _ _ STA 108+65. 24.30 RT (158.54± LIP) 4 _ - 156.74± LIP - - (157.58±TC) F BEG C&G, SW, BW _ - - _5.9' - - - - - ( ) TA 10 36 T _ 4 _ s7.o _ p _ 6.0' 5' 157.17, LL) 2.0% - 0.3%p ' _ - S 8+ (156.9fit FS) - t - ts>I - - (15].1]± LIP) JOIN EX (tsil- - - - 2.Z% - - STA 107+99, 32.17' RT STA 108+40 32 44 RT 1.2% 1 _ 0 ]% 156.75 FL 156.99 FL 0.8% - - - - T �.7% 1 0% JOIN EBG, SW, BW Q N VAULT A °� _ STA 108+38, 32.41' RT O RIW � - C C a 5' d S �ry 1.3' - 157.04 LIP �gO- g Ix \ _ A- x? ' �^p. STA 148 BW 30.00' RT a L_ L _� a m g 5 -,�a,4^ STA 108+36, 32.3]'RT fly \o Ate. (15].]4±BW) Z _ STA 108+03. 30.20' RT \ p 157.11±FS 8 O g10 1.4% -3.8% JOIN EX BW O AJ O 2.0% (158.82±FS) ( ) o 453- Q O-� - STA 108+02, 31.78' RT �"^ O O 156.87± FS STA 108+40, 40.81' RT w 3.5%3.3 2.3 % O - --15].70 TO D sg STA 107+75, 31.20' RT - STA 108+fi 90-00'-RY � \� (15].30t 8W) o f\° s a, ( ) I 157.201 - d° • _/ a JOIN EX BW p-rn - I ^ STA 108+00, 32.00' RT _ _`r$ ^157.56 FS _ STA 107+80, 31.20' RT f �- �oJ 156.80 LIP STA 108+38150.25' RTT o STA 108+56, 30.63' RT Q 157.35 TO MON E (\° r _ LIP 7 157.71 TC 157.24 FS A STA 107+99, 39.12' RT STA 108+36, 40.43' RT _ \ - 157.50 FS BRICK POST A 156.94 FS + (157.281 FS) E SIGN -- F 7 '06° ro STA 108+51, 3283' RT � \ - _ _ fr U) U) STA 107+91, 3fi.71' RT ��I STA 108+40, 45.49' RT. BCR 4 157.76 TO p5;-' STA 107+84, 31.82' RT 4.0% STA 108+03, 43.06' RT 157.79 TC 157.12 FS O a 157.41 TO 157.58 TO ^�(157.141 FS) 157.79 FL Q w 157.20 FS 157.00 FS 5 -'[0.5% 157.29 LIP 5.7' " / STA 108+48, 36.46' RT w Z LLI STA 107+88. 33.38' RT STA 108+00, 43.45' RT, ECR 8 1 8% 157.79 TO J Q 157.4] TC STA 107+94, 40.9T RT f 1n I 157.42 FL 5 -- \ - - I 157.17 FS �Z ~ d 156.91 FS 15739FS Ic 15706 LIP I q ' O � _ WM E N '1 S 2' STA 108+04, 49.02' RT (n 1 STA 108+37, 53.68' RT N v a U Z BRICK POST A (2.011 (157.26±FS) W (157.43±FS) Ire c �� STA 108H5, 45.15'RT ¢ LLB Q STA 107+94, 44.07' RT W V C 5.5' W V 157.88 TO 157.6 TO STA 108+01, 49.41 RT 1 STA 108+40, 53.48 RT p (3.8%) 157.88 FS LLI a 157.45 FS I (157.59±TO) Q (157.75±TC) A FH 26 BRIDGE ST -SOUTHEAST CORNER (CASE C) STA 107+95. 50.03' RT _ (157.05± FL) (1157.31±FL) 5' Q (157.70±BW) (157.241 LIP) (157.36± LIP) 2' 6.2' I STA 108+46, 53.11' RT .27 MADONNA RD -NORTHWEST CORNER (CASE C) O JOIN EX BW END C&G, SW, BW m BEG C&G,SW,BW H57.97±BW) _ U m II JOIN EX JOIN W JOIN EX SW Q Z HIGUERA ST CONSTRUCTION NOTES F ®CONSTRUCT CURB AND 18' GUTTER, UNLESS OTHERWISE Tn NOTED, PER CITY ENS STD 4030 9 - - - _ - _ _ _ - - - O5 CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 LLJ - - - - - - - - _ - - _ © CONSTRUCT 10' AC PLUG PER CITY ENG STD 4110 (' CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A = AND CITY STD 4440 (CASE PER PLANS) N \�-�_------__ CONSTRUCT CURB PER CITY ENG STD 4020 9 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 A TS POLE © INSTALL DETECTABLE WARNING SURFACE PER CITY ENG O _ STD 4440 (SIZE AS INDICATED) DISPOSITION NOTES Qpp F5 r RNJ _ / - � ❑A PROTECT IN PLACE (ITEM AS INDICATED) TS POLE A O�O � � � � � - � A PULL BOX Q REMOVE (ITEM AS INDICATED) CROTTESS 00 j s91-J NQN p' GUR - 00 \ © ADJUST TO GRADE (ITEM AS INDICATED) LL I I O ❑D RELOCATE (ITEM AS INDICATED) Ep aF''s Q Q REPLACE (ITEM AS INDICATED) FH A I Z I A SIGN Z NOTES 5'X3'DWS B I Q B 5'X3'DWS iaxaDVY. 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS _ Q A TS POLE SPM-01 TO SPM-25�� cc 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP INFORMATION,SEE SHEETSTS-01TOTS-20. SF MADONNA RD- SOUTHEAST CORNER IT 3. RESTORATION OF BENCHMARKS AND MONUMENTS 28 ry0�,\ C WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY -SF STD SPECS 5-1,26 AND 1-1.36, AND CITY ENG STD 9020, C 6 \� 2 �Z LEGEND Z �mtle, ■ ...G,p o ' LIMIT OF CURB RAMP (EA) motes \ns 1, 29 MADONNA RD-NORTHEAST CORNER �riNOxn,io ox �4p21-20fiGGM OB tlwg ara below. s a s t G�08 Lc- bofore you tlig. 1 SCALE PLAN SCALE FEET 30 of 9a I I I I A TS POLE I 5'X3'DWS B / / Co O RM TS POLE A TS PULL BOX A \, HIGUERA ST 30 SOUTH ST-SOUTHWEST CORNER n HIGUERA ST ® 00 TS POLE A R!W ♦ \ \ I 5'X3'DWS 6 B ♦\ I \ I \ I TS POLE A y / ' \ TS PULL BOX A B PULL 80X A 32 SOUTHST-SOUTHEASTCORNER s' below. I Call 6erore ro� ala. I I CONSTRUCTION NOTES STA 116+80, fi6.50 LT � (182.00t TC) \ O CONSTRUCT CURB AND I8•GUTTER, UNLESS OTHERWISE 1161.55±FL1 4 NOTED, PER CITY ENG STD 4030 STA 116+75,66.50'LT (161.65± LIP) (161.72± I END C&G, SW, BW Z OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 JOIN EX \ ' CONSTRUCT CURB RAMP PER CA -TRANS STD PLAN A88A I- AND CITY STD 4440 (CASE PER PLANS) STA 116+90, 66.50' LT INSTALL DETECTABLE WARNING SURFACE PER CITY ENG 5 (162.20± BW) STA 116+80,63.49'LT 4' 7.6' 10' JOIN EX BW STD 4440 (SIZE AS INDICATED) 162.04 TC - STA 116,90, 63.50' LT O CONSTRUCT ACIPCC PAVEMENT RESTORATION ry (2.3%%) 0 30 PER DETAIL F, SHEET CD-02 ifi1.54 FL is �dI _ � 1fi2.1]BW 161.63 LIP _10'_ - STA-6+87, 58.50'LT DISPOSITION NOTES STA 116+80, 58.49' LT 4 y 1.3% a 162.02 TC ifi1.95 TC I b ry� 1 rt . • / 'yl 1162.02 FS �A PROTECT IN PLACE (ITEM AS INDICATED) 16,.53 FIL r'1 i _ V STA 116+90, 58.50' LT 161.fi0 LIP 75' 2.6' �182.0S BW �B REMOVE (ITEM AS INDICATED) STA 116+]5, 5].00'LT I in _ �_i�096 rwu A TS POLE (161.65±F$) _ INSTALL�D RELOCATE (ITEM AS INDICATED) P"B NOTES STA 116+80, 57.00' LT, ECR 1 I o / STA 116W90, 49.80' LT 161.e4 TC 6.3' � 16192 BW I RfW 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS 16 61.59 P �1 / - A =T$ POLE 161.68 UP rf.Y�Ly. + 0. 'R / STA 116+95, 49.80' LT SPM-01 TO SPM-25. r C 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP STA 116+75, 52.49'LT ' S -JOIN EX INFORMATION, SEE SHEETS TS-01 TO TS-20. (161.63±FS) \ ^ ti JOIN EX BW _ 3. FOR ADDITIONAL INFORMATION ON PEDESTRIAN PUSH STA 116+81, 52.50' LT � O e \.._ - - BUTTONS, SEE SHEETS TS-01 TO TS-20. iY,'� STA 116+95, 47.80' LT q THE CONTRACTOR SHALL TRANSITION (30• MINIMUM) 161.92TC 181.50 FL 5.>' 161. (92± FS) MOM EXISTING CURB AND GUTTER WIDTH TOA 24" SEE O_ �j� .A _ m 161.GUTTER AT CURB RAMP LANDING PER CALTRANS STD NOTE 4 7. C 11 CATCH BASIN PLAN ASSA. STA 116-67. 52. SV LT 161.94 TC \ ..3 STA 116+95.42,04 LT, BCR LEGEND 16164 FS (161.81± ) TS PULL BOX (161.10± FL FL) D (161.42± LIP) (SEE TS131 �y ♦e.r ; LIMIT OF CURB RAMP (EA) Q STA 116±90. 4B.tt Li J(,- _BEG C&G, SW, BW Z (n 161.92 TC ---JOIN EX 161A6 6 FS STA 11e1!. $7.1e'LT STA 116 (161.58±FS) +95, 36.40'LT ( ) STA 116+ ,43.IT LT '� ,e1.FS W0 HIGUERA ST 16137 FL �� SOUTH ST - NORTHWEST CORNER (CASE B) 1�Z H OA TS POLE' \ / DRAINAGE A INLET 00 / °s /y A TS PULL BOX I �� POLEd A SIGN 1/!Z DRAINAGE A O "�✓ INLET \ = I I SS SOUTH ST-NORTHEAST CORNER H Ow LU Q (] Oco z U L1 z -i Q LU a_ D � L L =0 r�r er 5 0 5 IO2021�-205GGM 09 tlwg SCNe PLAN SCALE re GRA-09 31 Of 94 TS PULL BOX TS POLE FA 5'X3' DWS u n ❑p C HIGH ST-SOUTHWEST MIDBLOCK 34 STA 124+31. 50.33' LT (188.88t FS) JOIN EX SW STA 124+38, 50.33' LT (166.93±FS) OIN SW L DWY A (1.0%) A ELECTRICAL VAULT T IC ELECTRICAL _ 7. C TS PULL BOX _d ❑ - w I STA 124+38, 41.93' LT 166.84 FS W Rry � D z n A _ 5'X3'DWS B TS POLE I r TS POLE A Z • WM A BUILDING \� m TS PULL A BOX CATCH BASIN A O,'l TI F 11 / -- - O OI / O� Q HIGUERAST �1 pISMOST-NORTHWESTMIDBLOCK JJ STA 124+26,40.33 LT (166.28t FS) _ - ❑ 2.0%— A MON 124+31, 41.93 LT} P A SIGN _STA (166.70t TC) A FENCE (166.26± FL) - O STA 124M7, 30.00' LT END SW CURB JOIN EX • ❑ 168.72 BW --STA I - _ _ o_ 124+53, 30.00' LT (16'.78t BW) - JOIN EX BW 4' 1.5' - Or% c STA 124+31, 40.33' LT — — 166.67 TO - RNJ (166.27±FL)— (166.31t LIP) _ 1.3% 0.5% -0.9°0 STA 124+28, 32.00' LT G - 3' 6' _ 6' STA 124+53 22.00 LT (166.58t TC) (166.16±FS) _1t66) - 011; - - - _ (166.2]t FL) A STA 124+31, 32.00' LT, ECRU _ - yy �I;L-rvl v (166.383 LIP) 166.61 TC I 166.28 FL O� d _ -/Q 9� 40.3% d BEG SW, CURB JOIN EX STA 124+38, 32.00' LT 0.8% 186.64 FS 16s.s-1 STA 124+38, 30.00LT 168.86 FS / STA (166 66± FS, 18.50' LT �r 5 STA 124M7, 22.00' LT 4 166.63 TC STA 124M1, 30.00' LT 166.30 FL HIGUERA ST 166.70 FS W V C STA 124+41, 22.00' LT, BCR 166.65 TC 166.32 FL STA 124+41, 18.50' LT (166.483 FS) • /^_ ' "` \ HIGUERA ST-SIDEWALK GAP CLOSURE �Z ara below. Call m9. CONSTRUCTION NOTES 0 4 CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 SO CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 O7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440 (CASE PER PLANS) ©INSTALL DETECTABLE WARNING SURFACE PER CITY ENG STD 4440 (SIZE AS INDICATED) 30 PON ACIPCC SHEET CD-02 PAVEMENT RESTORATION ER DETAIL F DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) © REMOVE (ITEM AS INDICATED) © ADJUST TO GRACE (ITEM AS INDICATED) NOTES 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS Sp M-01 TO SPM-25. 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP INFORMATION, SEE SHEETS TS-01 TO TS-20. 1 \ RNY TR A TS POLE _ — �— I C O A TS PULL BOX i I CO A SIGN II /J B 65'XT DWS A SIGN � Z � PISMO ST-NORTHEAST CORNER A CATCH BASIN \ 37 a s 10 —LE PLAN SCALE FEET F 0 p Lu a w Oc �_ qUH zz LU LC J K Q a 0 U) 90 = U Lu in SF �9FY 7sozO—Oda GRA-10 32 Of 94 STA 130+90, 15.00' RT (171.51t FS) STA 130+91, 19.00' RT 171.19 LIP STA 130+85, 15.00' RT (17,.45a FS) STA 130+85, 22.00 RT (171.32±TC) (171.02t FL) (171.09a UP) - BEG CBG, SW, BW - - I171j JOIN EX STA 130+85, 29.50' RT (171.41t BW) JOIN EX BW 0-CF� RAV- - STA 130+86, 1 0. R (1 3%2l TC)T 71.29 F- STA 130+86, 31.69' RT TT 11 47' FS+/// STA 130+84, 33.48' RT / (171.48t TC) I / 71.44 FS STA 130+81, 3].03' RT �� (171.48t BW) A 130+86, 42.31 RT JOIN EX BW 0"CF H71.13t TC) 171 2 FL) (171.1± LIP) / END CBG, SW, BW JOIN EX DWY • ara below. Call 5erore ro� a�9. CONSTRUCTION NOTES ® C NSTRUCT CURB AND NOTED, PER CITY ENG STD 030 ER, UNLESS OTHERWISE O5 CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 O7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440 (CASE PER PLANS) O9 CONSTRUCT CURB PER CITY ENG STD 4020 if CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 ©PARTIALLY RECONSTRUCT PCC DRIVEWAY PER CITY ENG STD 2111 ®INSTALL DETECTABLE WARNING SURFACE PER CITY ENG STD 4"0(SIZE AS INDICATED) 30 CONSTRUCT AC/PCC PAVEMENT RESTORATION PER DETAIL F, SHEET CD-02 DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) �p RELOCATE (ITEM AS INDICATED) ❑E REPLACE (ITEM AS INDICATED) STA 132+03, 22.00' RTC 171.48 FL STA 131+00, 15.00' RT STA 131+97, 14.86' RT (171.61±FS) HIGUERA ST (171.94±FS) r STA 131+00, 19.00' RT STA 131+98, 22.00'RT, ECR 1 171.30 LIP 171.71.43 FL STA 131+00, 22.00' RT STA 131+g0, 18.99' RT 171.16 FL 1 ]1.49 LIP STA 131+90,21.69 STA 131+00, 25.00' RT HIGUERA ST STA 131+92,23.33'RT FS 171.69 FS 171.22 LIP 171.TC - - - - -STA 131+90, 25.38' RT - - 171.3636 FS 171.68 TC yyyyy,.,, " 171.35 FL , NOTES 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS SPM-01 TO SPM-25. 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP INFORMATION, SEE SHEETS TS-01 TO TS-20. 3. RESTORATION OF BENCHMARKS AND MONUMENTS WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY STD SPECS 51.26 AND 5-1.36, AND CITY ENG STD 9020. 4. THE CONTRACTOR SHALL TRANSITION (30" MINIMUM) FROM EXISTING CURB AND GUTTER WIDTH TO A 24" GUTTER AT CURB RAMP LANDING PER CALTRANS STD PLAN A88A. 1 C(`_CNII'l 1 LIMIT OF CURB RAMP (EA) STA 132+06, 16.04' RT (171.93t FS) STA 132+08, 22.00- RT 171.63 TC 171.51 FL rSTA 132+15, 16.07' RT 1 (171.98t FS) .. 9 -r - - _ - _ - - [n - " _- - - - - _ __ - - - y _ 4 0.3% G - - �0.2% - p-- 0.3%- - �_ _ 0.3% - 0.6% E .. n7.0% 0 O 0 O O STA 131+82, 20.00'RT �')°p --�ni2 ilk 7 - (1711A%% Aft e• °I°. O O O O Y._ 30.83m: oti SIN 5 D 1 -J - ' RT- --m 7 a p= Be O STA 131+00, 28.00'RT STA 131+87, 1 11 h - .I 131+82, N77� OO a' /I (171.30±FS) • 171.36 FL 11.0% 1N' O 130+92, 26.69' RT STA 30.83' RT STA -- TA ST(1A71.50t FS) 131+0033.fi1'RT SEE (1]1.45tFS) (171.S6±FS) I FL 08 \41� NOTE STA 131+82,35.84RT' 131+3STA130+93,35.13'RT 5.84' RT _- ao _e _l 171.25 FL 171.38 FL ^/ y/19 ry ry STA 130+91, 37.33' RT, ECR Q.� STA 131+93, 30.63' RT ry°\o 171.33 TC 171.71 FS o y 171.19 FL / SEE NOTE 4 5 O STA 130+90, 38.75' RT A \ \ \ SIGN 71.38 TC S' O O 171 14 FL '9//-�� STA 131+90, 41.08' RT, BC R S9 A�'� STA 131+97, 35.51' R 171.72 Tr 1 STA 130+89, 44.77- RT \ 171.39 FL 4 ''s ?$ b� \ 171.77 FS 4 (171.31±FS)O /cl(\ STA 131+9q,44.63'RT A \�STA14±FS)01, 44.1 O T \ 171.]3 TC 30 '.h 171.40 FL / b STA 131+93, 35.64' RT 00 STA 1317,Y 'Y (171.4& 171.]3 FS .43t TC) J (1 On O (17.49±LIL) R ST - SOUTH CORNER CASE C)BEG C&G LIP) STA 131+g3, 51.70' S) 38RT WALKE2 ON EX DWY (171.68±F 39 PACIFIC ST-NORTH CORNER (CASE A) (171.66± LIP) END C$G, SW, BW JOIN EX DWY F ___1172)-_- _ L rywI DWV STA 132+15, 29.67' RT RNJ (172.63t BW) JOIN EX BW 0" CF TA 132+03, 25.50' RT 171.74 FS `STA 132+08, 29.6T RT 171.90 FS (172.40t TC) STA 132+03, 29.67' RT 171.81 FS (172.30t TC) STA 131+98, 29.67' RT 171.76 FS (172.25t TC) STA 131+97, 30.50' RT \(172 F TC) 171.75 FS STA 132+03, 35.79' RT \ iTA 13 +0 (172.4R TC) T \`STA 132+BW39.33'RT BW) JOIN JOIN EX BW 0-CF RNd DWY �Z - PLAN SCALE FEET F U LL U a W W z K Q W OF- 0- U W z F-0 Q W J K ¢ W Q D�CD q OLu L.0 Lu (n soz0-zwcc nnn a� GRA-11 33 Of 94 STA 13+93, 14.92' RT STA 13+93, 12.92' RT STA 14+03. 12.92' RT STA 13+93, 17.62' RT STA 14+36. 12.93' RT STA 14+38, 18.03' RT STA 14+46. 12.93' RT STA 14+53, 21.86' RT STA 13+72. 14.61' RT 177.09 FL 177.15 LIP (177.21±FS) (I77.39±FS) COR I DA DR (I77.7fit FS) 177.61 FL (177.81t FS) 1711 TC (176.86± FS) 11 ,7» STA 13+85, 21.28' RT 10 STA 14+03. 14.92' RT \ 177.67 TC (177.35t LIP) STA 14+16, 14.93' RT STA 13+68. 14.61' RT \ 177.17 FS 10.1' (1]7.72±LIP) 10 177.836 FS STA 14+59, 19.43' RT 11 STA 14+46. 14.93' RT 178.38 TC 177.75 LIP 177.88 FS �/ /\ (TA 14+68.; 4.44' RT 10.1' 178.02±FS (176.87±FS) \ - - -- - - -� - STA 14+03. 17.62' RT - - - - - -_- - -- \ -_ __- (177.24±FL) STA 14+(8.]7.59±F) - -- STA 14+68. 18.p31. ECR N \ - - - 4.2''2.7, -- = - V - - a1.5% STA 13+93, 26.fi3' RT - - ro (171.91±FLC)) (177.96± LIP) STA13+68. 18.11 RT N 0.5% 0.7% - - i1,p -_ _=;- - - - 177.53 FS STA 14+36, 20.93' RT 1'0% - E-=E--e=--� _ _ _-_ .3°/ _ ---END 00.5°/ CBG SW, BW ( 177.24t TC) d. - d - - 2°d 111 r . j STA 14+05. 20.92' RT 177.]3t LIP - ( ) �- _ ,� J 6 JOIN EX _ (178.78±FL) e m _ _ /e (177.38±FS) -. P�+'p- 03 (176.82± LIP) n _ o 3.q , - _ STA 14+34, % 20.93' RT 4 p d -_ '- - - Q I °• - a w STA 14+BB. 23.43' RT 1111)- BEG CBG a JOIN EX<o�"[ - �° _ - g - 9 �.( STA 14+03. 2()A2' RT (177.69±FS) 3°I° a - - - 9 0 - $p\;>. 9`✓ - - - (178.59±BW) 0" CIF (177.36±LIP) 3"2 STA 14+47. 26.86'RT 177.82 FS II° - _10 Byl° `-f 2pb� O - 0 �,� - JOIN EX BW 0. d `� STA 13+98, 30.40- RT STA 13+72, 18.11' RT, BCR fi.4' 1 - q I° T 5 0 6 p k 177.61 FS 177.24 TC 9�0' �?._ STA 14+44, 30.46' RT -- - -ems\\y -STA 14+61, Q 24.58' RT 176.77 FL 5 3` r y I o. I STA 14+03, 30.41' RT 177.75 FS 1� - - _ ro / 50 178.51 TC - yQ, 1° - - b 178.41 FS -176.79 LIP - ^� '�' 177.55 LIP it STA14+38,30.45'RT�I \ _ g� J / S STA14+56.26.5T78 �� RT - CONSTRUCTION NOTES STA 13+17 .4.11' RT 2.2% 4.7% (JOIN ±BW) FHA 2 - �O-n STA 14+05, 30.41' RT 3.5% (177.82±FS) 17].]i FL 2.0% - � 3.8%- O $ b1 - 178.46 TC U O 0.7% 178.39 FS �a^^ _ JOIN EX 8W STA 13+83. 26.20' RT \ 6 y$ - - STA 14+34, 30.45' RT 11 7a\° O CONSTRUCT SW UNDERDRAIN PER CITY ENG STD 3415 177.69 TC J} STA 13+75, 18.24, RT 17].69 FS R/W 1' - STA 14+02, 30.41' RT ( 1]].81±FS ) O WOODEN WALL mov OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 177.30 TC - ue' 176.79 FS STA 13+89, 30.25' RT -- o\ T _ 17].48 FL STA 14+36. 30.45' RT _ yq - STA 14+51, 30.1" RT y R.178 40 TC CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A8BA 177.61 TC - d 10 1]7.7]LIP a 7 177.90 FS AND CITY STD 4440 CASE PER PLANS ( ) STA 13+74, 24.21' RT 177.81 FS m°-1100° \? STA 14+00, 38.68' RT 10 - 4' STA 14+48, 33.99' RT O9 CONSTRUCT CURB PER CITY ENG STD 4020 177.41 FS SIGN E g J5 STA 17825TC 14+40, 37.56' RT 170.28 TC :� - 178.37 TC 04i' 177.83 FS STA 13+92. 34.03' RT - p 4°IO 177.75 FS 177.78 FS I ^ - 1 °N 10 CONSTRUCT 6" AC PLUG PER CITY ENG STD 4110 178.14 TC s N FS a v 44.70'RT STA - STA 14+45, 39.44' RT 178.37 T178.33 CONSTRUCT CROSS GUTTER PER CITY ENG STD4310177.fi9 -¢ 3 T02, TC STA 14+38. 43.49'RT 178.30 FS STA13+95.40.4VRT 1 177.83 FL 178. 22 TC DISPOSITION NOTES 5.5.4 178.33 TC _ - - 178.27 FS 0.7°h 1 aE w\I STA 14+05. 48.12'RT 17782 FL ��STA 1m W4' 14+4444.31'RT i]8.36 FS�A PROTECT IN PLACE (ITEM AS INDICATED) STA 13+ 45.32' 171.46 - STA d(28%)� I (1]7.98±FS) U 14+3q, 48.03'RT96. (178.02±FS)1`N�E REPLACE (ITEM AS INDICATED) TC 178.37 FS STA 13+96, 48.12'RT 6' 2' / STA 14+02. 48.12 RT, ECR 2' 1.5(178.38±TC) STA 14+38,48.03 BCRA 1411+4�3.48.03' RT MADRID CT -SOUTHWEST CORNER (CASE C) (178.51±BW) (177.19±FL) .31RT. (178.35±TC) -- (177.86±FU ^_ m1 5.9' 42±B (178.42±BW) 0"CF 40 0" CF (177.92± LIP) CBG, SW, Q (177.96t LIP) JOIN EX BW JOIN EX BW I END BW JOIN EX BE CBG, SW, BW JOIN EX 1 MADRID CT -SOUTHEAST CORNER (CASE C) I . 4� STA 16+30. 14.16' RT STA 16+52, 15.17' RT STA 16-52, 13.17' RT STA ifi+61. 13.17' RT STA 18+g4, 13.07' RT STA ifi+g6, 18.07' RT STA 17+09. 13.07' RT STA 17+12, 21.73' RT (179.99±FS) STA 16+52, 17.97'RT 180.20 LIP (180.25±FS)11 (180.39±F5) COR IDA DR (180.65±FS) FL (180.88± FS) 18129 TC 180.15 FL/� STA 16+g4, 21.50' RT 10 STA ifi+61. 15.17' RT STA 16+gq, 15.07' RT [110,17 11 STA 17+09, 15.07' RT 10 180.79 FS fie 180.74 TC (180.30, LIP) LIP) 180.80 LIP STA 17+17, 19.39' RT \ 180.32 FS g (180.59± 15.1' \ - --- - - .81.34 TC 180.84 FS S .14.57' TA 17+28 RT \ STA 16+30, 18.16 RT, BCR ro v,1 \ STA 16+94, 18.07' RT -- 1 a1 _ (181.07±FS) STA 17+28. 18.17 RT, ECR (180.28t TC) ��0 _ _ - d - c _ STA 1fi+fit. 1].97'RT (1 BO.S5±FL) - _ __ a- --- (181.38±TC) (1 ]9.78±FL) _ N _ - -) -0.3% /-� (180.18±FL) - - _ .I _- - / 8.6' _ (180.90±FL) (179.91± LIP) - _ _ ^�� - 8 ° - Y - a = - STA 16+49, 25.26' RT BTA 16+ 21.07' RT - - - a - 1 ) BEG CBG, SW, BW JOIN EX . _ d --- - - - 180.64 FS (180.70± LIP) 1.1 % _ - 12 d - - h 9 - END CBG, SW, BW JOIN EX n - G g - 3,2y° Y STA 18+92, RT 4 - 08 0.5°h - - d 1 STA 17+26. 23.67' RT ,. 40S•_ 4^oh� d-- STA 16+fi3. 20.97'RT 0.69±' 1 (180.69±F9) 1 _ 9 ai N v CATCH BASIN A �, - d; _ - ° - - T (180.39±FS) STA 17+05, 26 4S RT - N 2 /- - o p / - til° 1> 0' CF JOIN EX BW - STA 16+61. 20.97' RT 180.e9 FS 1 _ p , c 1� _ 7- Itetl- 11,q SS. �4 - - - - - - - - / 1 (180.37±LIP) STA 16+60, 28.80' RT STA 17+023023'RT --_ 4 eo d TA ] 4 7'RT S 1 +19 2 fi 180.53 FL 180.9fi FS 1 Rdp, ya ,5S I° 50 � S, y0=`r-181.39 181.51 TC�-�-� - - - - � S 'S7• U O �• - STA 16+18 24.16 RT _ 2 8% 4.4% 0% �� STA i6+9q, 30.23' RT 180.85 LIP I Oy ^p S ry .STA 17+14 26.58 1.3% 2.2% $, b 1 .O FS - - RT - RIW (JOIN ±BW) >S$ ^y° y - STA i6+g3, 28.80' RT 1 (180.70±FS) STA 16+92, 30.23' RT 1.0 181 45 TC _ S 181.34 FS _ - (teal - RIW JOIN EX BW A� � - - j'A STA ifi+61, 28.80' RT (180.87±FS) I S / = �Se / NOTES STA 1fiM1, 2fi.39' RT WOODEN WALLA - ( 180.76 TC \ ' \ ° 1 12.60 LIP \ STA 16+96, 30.23' RT _ - 6^. - /� _j STA 17+09, 30.15' RT 1`?_ 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS 180.78 FS STA i6+45. 29.16' RT j _ 'f �� 180.91 TC J I STA 16,521, 28.79' RT 1 180.]2 FS 180.83 FL _ 181.45 TC o- 7 180.97 FS SPM-01 TO SPM-25. a 180.72 FSSIGN Ems\"` = 10 i 10 - - n'ry STA 17+06, 33SY RT 55., - 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP - STA i6µ9. 32.70' RT 6 STA 16+58, 38.49' RT (� .,0 �� 181.47 TC STA 16+98, 37.32' RT 181.48 TO °a 0 181.48 TC 9%-_ 181.04 FS INFORMATION, SEE SHEETS TS-01 TO TS-20. 181.13 TC \ 180.97 FS 180.98 FS 0 iYN LEGEND 180.80 FS 7 - 0 _ W _ STA 17+03, 39.31' RT � STA i6+60, 44.49' RT STA 1 w STA ifi+96. 43..55 19154 TC m' STA 18+53, 4 RT - •'� m TC 181.0fi FL TC Q 181.05 TC - 5.5' 181.50 FS ❑ LIMIT OF CURB RAMP (EA) 1.52 181.52 TC 5.5' "% ` 161.05 FS Z STA 17+02, 44.16' RT SENDERO ST- SOUTHWEST CORNER (CASE C) iats2 Fs 4Z 08%d0E e w STA 7fi+63. 48.17' RT w^I �^ I�> �p"4%-e 181.67 TC '� 181.57 FS STA 16+54, 45.23' RT _ N� a (2.0%) 181.61 BW I\ °J _- (181.25±FS) (,/I STA 16+92, 48.16' RT (181.32±FS) N (2.6%)e° I I!1 5 0 5 t0 STA 18+18.75, W) (18'I.]$±BW) 6 `� 1.8' 2' STA ifi+60. 48.17 ECR PET f181.63±TC1 (181.15± FL) STA 16+96, 48.16 RT. BCR (181.62t TC1 (181.16±FL) 2.0' 1.6 6- YA\�Ij scnLs PLAN SCALE rssl STA 17+01, 48.16' RT (181.7fit BW) SENDERO ST-SOUTHEAST CORNER (CASE C) JOIN EX BW 1 (181.22±LIP) END C&G, SW, BW (181.29t LIP) 0" CF \ ats beIOW. / A ST EET L� LIGHT POLE JOIN EX BEG CID, SW, BW JOIN EX JOIN EX BW - Call 6erore ro� a19. / 1 O w WZ EL OU (_9( U w Z � ww �< J Z) LU d U ( go ( = U �sorem e, 25 2p21-2Jb-dw GRA-12 34 Of 94 STA 19 R NA/ A STA 18+98, 13.95RT STA 19+13, 22.11' RT 183.35 TC � (182.7% FS) 182.93 FS STA 18+98, 17.85 FIT, BCR _ _ _ _ _ _ - (8260FL . - (182.73±LIP) " BEG C&G�W 1.0% JOIN EX \--� FH - -STA 19+13, 13.05' RT STA 19+30. 13.05' RT STA 19+19, 22.09' RT STA 19+80 17 94' RT STA 19+80. 13.0 RT (182.93t FS) 183.07± FS 183.30 FS (183.53± FS) STA 19+B5, 19.66' RT ) COR IDA DR STAi9+fi4, 1].94'RT 83.29 FL 11 183.20 FL 183.86 TC \ \ 10 STA 19+30. 15.05' RT 6 11 10 STA 19+80, 15.04' RT (183.01± LIP) STA 19+ 2, 33.05' RT 183.43 LIP 183.36 FS 183 34 FS STA 19+gq 1414' RT d _ 9 - STA 19+00. 23.97' RT Q'7, 1-.1 (183.20t BW)-lrsa/� \ JOIN EX BW STA 19+iQ 26AW RT- 183.38 TC \ -- 183.38 FS RINI STA 19+14, 29,96' RT 183.50 TC _ s NOTES 19329 FS' SIGN E STA 19+18, 33.73' RT 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS / 183.62 TC SPM-01 TO SPM-25. 183.37 FS 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP STA 19+21, 39.18. RT INFORMATION, SEE SHEETS TS-01 TO TS-20. 7 183.88 TC 183.88 FS LEGEND STA 19+21, 44.11' RT 183.97 BW LIMIT OF CURB RAMP (EA) TREE E-/ STA 19+22, 47.84' RT y (184.14±BW)JI BANDEROLA CT -SOUTHWEST CORNER (CASE C) JOIN EX BW I STA 21,68, 18.01' RT STA 21+78, 12AV RT 185.97 TC (185.64±FS) STA 21+51. 12.42' RT 185.54 FL (185.60±FS) 4 185.62 LIP 10 I nl / L STA 21+58, 18.02' RT 186.17 TC FH A 185.52 FL 18 \/\ 5.2 LIP - STA 21+78, 18.01' BCR 18585. 5 T 85.57 FL STA 21+78. 23.91' RT (186.23±BW) STA21+51. 18.02 RT JOIN EX BW. (185.95±TC) (185.S.± FL) (185.62± LIP) BE C&G C JOIN EX 16.1 ( . ± ) 18.1 R �g3p - -� _ (I83.62±FS) STA 19+30. 17.85' RT STA 19+62, 15.05' RT 9a.5 -_ STA 19+94. 18.24 RT, ECR (182.92±FL) (183.26±LIP)- 4 °- E - _ - : - (183.48t FL) STA 19+62, 17.95' RT _ ` - 0.6% - 9.3' (183.8t FL) - (I S3.18±FL) -J3-�F_ a_ -- ----_14%-=- = (183.55±LIP) - - - - STA 19+30. 20.95' RT _ °.I _ _ - Q y�- - f sy\. END C&G, SW, BW . ttasl T (183.07t LIP) I STA 19+62,20.96 RT JOIN EX (183.32±LIP) pi!hl n - J - - 1 - _ - - STA 19+94. 23.44' RT p STA 19+32. 20.95' RT - - - q O I° $ y - 1 �" `� 10 (183.08±FS) STA 19+60, 20.95'RT ° �9d \� 2.SY°4- v ((184F 9t BW) 19+19, 26.34' RT (183.29±FS) 1 d `d - O.5 ° - o\'.�- -- JOIN EX BW 91° 's\ 12 ° 7`• U STA 19+73. 26..34 RT _ -6 - - p STA 19+88, 24.81' RT STA 19+22, 30.11' RT '' ) - 5�. 5 1 B4.02 TC 83.34 FS 183.29 FS b ^bi O S s '1 ° STA 19+6 4 , 30.63' RT - ° 0� 2. ---°O� / ��\ _ 183.89 FS - - 1 3.9%3.5% 183.33 FL STA 19+82, 28.82' RT STA 19+32, 30.11' RT O 2.5% - 1.4% °'S �6' 183.92 TC 2.4% IT83.29±FS) STAFIT 1 3.3%/183.83FS CONSTRUCTION NOTES - a l STA 19+302• , 30.11' RT W (183.49± FS) - e5 183.22 LIP 0 - mo 'SRO- y0 STA 19+77, 30.25' RT OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 ° STA 19+62 8JAT RT ° I�"� - 7 183.90 TC _ Z 183.39 LIP " .� 183.42 FS CONSTRUCT CURB RAMP PER C PLAINS) S STD PLAN AMA STA 19+28, 30.11' RT !� O7 Q y J AND CITY STD 4440 (CASE PER PLANS) 183.15 FL _ ISTA 19+73, 34.04' RT 8 STA 19+26, 37.23' RT m STA 19+70. 30..41 RT 5z� °p ' 183.95 TC O9 CONSTRUCT CURB PER CITY ENG STD 4020 rn 183.85 TC 183.41 FS 1 - 0,4% \ 183.49 FS N 183.35 FS ry ap -_ /� 10 CONSTRUCT fi" AC PLUG PER CITY ENG STD 4110 STA 19+66, 37.65' RT �: � p STA 19+71, 39.48- RT A TREE STA 19+27, 43.18' RT 183.94 TC 18/ 9/ 183.96 FS 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 " 3.43F5 183.44FS 1 ' .2 DISPOSITION NOTES STA 19+69, 44.34' RT 10 _ �I _ 184.12 TC STA 19+32. 47.84' RT io ❑A PROTECT IN PLACE (ITEM AS INDICATED) d' (2.3%) f (183.68± FS) STA 19+64, 43.52' RT m 164.03 FS 184.01 TC - (2.7%) RAN STA 19+69. 48.24' RT E REPLACE (ITEM AS INDICATED) 2' STA 19+28. 47.84 FIT, ECR 183.51 0' CF 84. B±BW) N ❑ (184.00±TC) IT 19+64. 48.24 FIT, BCR JOIN EX BW (183.55t FL) (184.04±TC) Y4X (183.65t LIP) STA 19+80, 48.24' RT (183.59±FL) END C&G, SW, SW (183.72±FS) = I, 83.67± LIP) \ JOIN EX 'I BEG C&G, SW, BW 1 BANDEROLA CT -SOUTHEAST CORNER (CASE C) JOIN EX STA 21+93, 22,26' RT STA 21+98, 10.91' RT STA 22+10. 10.91' RT STA 22+4q, 17.91' RT STA 22+59, 21.87' RT 188.17 TC 185.84± FS STA 22+52, 13.01' RT 19.67' RT ( ) STA 21+99, 14.91' RT (185.95± FS) 186.04 FL (i B8.29t FS) 186.88 TC STA 22+85, 19.25' RT 85.67 FS 186.11 TC 11 185.71 LIP 186.38 FS 186.43 TC 185.61 FS � STA 22+10. 14.91' RT STA 22+42. 13.01' RT 11 STA 22+52, 15.01' RT 188.43 FS - -T--- i8fi.21±FS -(185.74±LIP) ( ) 188.21 LIP 10 STA 22+74. 14.41'RT'��a CORRIDA DR _ 10.r (186.58±Fs) - - �R STA 22+10. 1 ].91' RT STA 22+42, 15.01' RT - - _ -- - - - - _ STA 22+74. 17.90 RT, ECR (185.65±FL) (186.13±LIP) _ - - _ �se5 - (186.96±TC) 10.0' _ - - - "° d ° - - - - - 9.0' - (186.34±FL) - 0.-2%- -° W STA 22+42, 17AV RT - _ 1'0%- - - - 0% - iry (I86.49± LIP) STA22+10, 20.91'RT _- - _ --'0,3% -� ENO CBG,SW,BW (185.78± LIP) I STA 22+42, 21.01' RT - d ✓ p7°O JOIN EX - - - • - % J- - 9 - / - : - 186.20± LIP - - - - 4 T� S85.7912.20.91'RT ( ) T 1 "d - -) - e (185.79±FS) _ O 9 - J° ^�\ d /� STA 16+ B 23.90' RT STA22+40. 21.01'FIT - �' - - - O,yl° i"0 (187.ifi±BW) L 21+99, 26.37' RT ' f° _ 0 _ - - = 2.8%( - -y,'\ -_ - 1 185.87 FS (186.1 ]±FS) 1 2`Q 1°I° -\�- 1° - JOIN EX BW �1 Io 0° 7.T 1 STA 22+02, 30.12' RT STA 22+53. 26.52' RT 5 STA 21+8625.24' RT 4g, / n `LO - 1 185.95 FS 186.34 FS - O 49 STA 22+67, 24.98 RT - - 186.21 BW 99% O' STA 22+08, 30.12' RT („� ° h 'SS 00)° _ _ 186.96 BW _ - - ,p 4 4- 185.88 FL STA 22+44, 30.31' RT \I J - ^�,' STA 22+62, 26.48' RT -T \�e9� STA 21+90, 26.90' RT 7' J p o 1 2% .0% 186.22 FL 25% 0.9 % `� '6 6 TC 186.20 TC C n 4.1 %y. D�J 186.91 FS RNJ P STA22+12, 30.12'RT O STA22+g030186 RT 38°/ 188.20 FS 0 b 5\° ,. ) (188.01±FS) Q (186.33±FS) STA 21+99, 17.91' RT Q ^off '`STA 22+57, 30.12' RT 185,62 FL .� -- d 1 STA 22+10, 30.12' RT Z STA 22+42, 30.31' RT 1 ° 185.95 LIP 186.87 TC / 188.28 LIP I 166.42 FS STA 21+95. 29.98' RT SIGN E 7 s o- - 10 1 N 7 STA22+54, 33.91' RT 186.23 TC `� ' S9 - STA 22+06, 3].18' RT STA 22+qg, 30.31' RT 0' 186.91 TC / 185.95 FS 0°b 18fi.27 FS p / 186.36 FS 0 _a -�` m 186.50 TC 4%- STA 22+51, 39.37' RT 186.00 FS I'�°- - - 18S99TC STA 21+98. 33.71' RT STA 22+46. 37.46' RT - _ v 186.31 TC STA 22+01, 39.133 RT > Im, _ b I 18fi.83 FS 788.03 FS 186.53 TC`Q ` 1 STA 22+07, 43.09' RT 188.81 TC 1 186.53 FS _ 5.9 - 1 186.59 TC A TREE 186.09 FS 186.31 FS N �\ 05% 10 h m e 0.4 % - ' STA 22+49, 44.24' RT (/'yA,,'I� STA 22+12, 48.01' RT 187.03 TC _ STA22+02, 44.06' RT _ d ry I �I to m 186.90 FS ' 1.9% 186.40± FS STA 22+qq, 43.41' RT 2.6% "_> STA 22+49. 4].91' RT 186.62 BW ° ( ) ( ) 18641' TC ( ) 2' 1 6.38 FS 2' 1.8' 8' 1 0? CF 4±BW) a 10 STA 22+08, 48.01 RT, ECR & STA 22+02. 48.01' RT 1.7' (188.70±TC) `. STA 22+q4, 47.91 FIT, BCR JOIN EX BW F[ei ( ) (186.81±BW) (188.20±FL) �(186.90±TC) 9on/e PLAN SCALE GANADOR CT -SOUTHWEST CORNER CASEC STA 22M0, 47.91'RT (1 6.39± LIP) (186.44t FL) 46 JOIN EX BW 5 (186.53±F END CS) (186.52± LIP) GANADOR CT - SOUTHEAST CORNER (CASE C) \ \ JOIN EX SW, BW I BEG C&G, SW, BW at's below. I \ JOIN EX / Call ft. - - U O Q U Q Lu F LU Q U �U) J0 0 U L1 U Of Lu Q ~ 0 0 W J < cl 2 U Q = U � Q 0 zp21-2JbGGAA_tlawg GRA-13 35 Of 94 STA 21+8625.24' RT 4g, / n `LO - 1 185.95 FS 186.34 FS - O 49 STA 22+67, 24.98 RT - - 186.21 BW 99% O' STA 22+08, 30.12' RT („� ° h 'SS 00)° _ _ 186.96 BW _ - - ,p 4 4- 185.88 FL STA 22+44, 30.31' RT \I J - ^�,' STA 22+62, 26.48' RT -T \�e9� STA 21+90, 26.90' RT 7' J p o 1 2% .0% 186.22 FL 25% 0.9 % `� '6 6 TC 186.20 TC C n 4.1 %y. D�J 186.91 FS RNJ P STA22+12, 30.12'RT O STA22+g030186 RT 38°/ 188.20 FS 0 b 5\° ,. ) (188.01±FS) Q (186.33±FS) STA 21+99, 17.91' RT Q ^off '`STA 22+57, 30.12' RT 185,62 FL .� -- d 1 STA 22+10, 30.12' RT Z STA 22+42, 30.31' RT 1 ° 185.95 LIP 186.87 TC / 188.28 LIP I 166.42 FS STA 21+95. 29.98' RT SIGN E 7 s o- - 10 1 N 7 STA22+54, 33.91' RT 186.23 TC `� ' S9 - STA 22+06, 3].18' RT STA 22+qg, 30.31' RT 0' 186.91 TC / 185.95 FS 0°b 18fi.27 FS p / 186.36 FS 0 _a -�` m 186.50 TC 4%- STA 22+51, 39.37' RT 186.00 FS I'�°- - - 18S99TC STA 21+98. 33.71' RT STA 22+46. 37.46' RT - _ v 186.31 TC STA 22+01, 39.133 RT > Im, _ b I 18fi.83 FS 788.03 FS 186.53 TC`Q ` 1 STA 22+07, 43.09' RT 188.81 TC 1 186.53 FS _ 5.9 - 1 186.59 TC A TREE 186.09 FS 186.31 FS N �\ 05% 10 h m e 0.4 % - ' STA 22+49, 44.24' RT (/'yA,,'I� STA 22+12, 48.01' RT 187.03 TC _ STA22+02, 44.06' RT _ d ry I �I to m 186.90 FS ' 1.9% 186.40± FS STA 22+qq, 43.41' RT 2.6% "_> STA 22+49. 4].91' RT 186.62 BW ° ( ) ( ) 18641' TC ( ) 2' 1 6.38 FS 2' 1.8' 8' 1 0? CF 4±BW) a 10 STA 22+08, 48.01 RT, ECR & STA 22+02. 48.01' RT 1.7' (188.70±TC) `. STA 22+q4, 47.91 FIT, BCR JOIN EX BW F[ei ( ) (186.81±BW) (188.20±FL) �(186.90±TC) 9on/e PLAN SCALE GANADOR CT -SOUTHWEST CORNER CASEC STA 22M0, 47.91'RT (1 6.39± LIP) (186.44t FL) 46 JOIN EX BW 5 (186.53±F END CS) (186.52± LIP) GANADOR CT - SOUTHEAST CORNER (CASE C) \ \ JOIN EX SW, BW I BEG C&G, SW, BW at's below. I \ JOIN EX / Call ft. - - U O Q U Q Lu F LU Q U �U) J0 0 U L1 U Of Lu Q ~ 0 0 W J < cl 2 U Q = U � Q 0 zp21-2JbGGAA_tlawg GRA-13 35 Of 94 & STA 22+02. 48.01' RT 1.7' (188.70±TC) `. STA 22+q4, 47.91 FIT, BCR JOIN EX BW F[ei ( ) (186.81±BW) (188.20±FL) �(186.90±TC) 9on/e PLAN SCALE GANADOR CT -SOUTHWEST CORNER CASEC STA 22M0, 47.91'RT (1 6.39± LIP) (186.44t FL) 46 JOIN EX BW 5 (186.53±F END CS) (186.52± LIP) GANADOR CT - SOUTHEAST CORNER (CASE C) \ \ JOIN EX SW, BW I BEG C&G, SW, BW at's below. I \ JOIN EX / Call ft. - - U O Q U Q Lu F LU Q U �U) J0 0 U L1 U Of Lu Q ~ 0 0 W J < cl 2 U Q = U � Q 0 zp21-2JbGGAA_tlawg GRA-13 35 Of 94 U O Q U Q Lu F LU Q U �U) J0 0 U L1 U Of Lu Q ~ 0 0 W J < cl 2 U Q = U � Q 0 zp21-2JbGGAA_tlawg GRA-13 35 Of 94 NOTES CONSTRUCTION NOTES 1. FOADDITIONAL SIGN INFORMATION, SEE SHEETS R SPM-01 TO SPM-25. STA 10+51, 23.40'LT BTA,D+51, 18.10 LT, BCR (173.46±TC) STA 10+52. 18.10 FIT. ECR (1]3.fi0±TC) STA 10+52. 23.50' RT I(173.77±BW) O2 CONSTRUCT SW UNDERDRAIN PER CITY ENG STD 3415 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP (173.fi0t BW) (173.02±FL1 (173.14a FL) LIP) CF CONSTRUCT CURB AND 18' GUTTER, UNLESS OTHERWISE INFORMATION, SEE SHEETS TS-01 TO TS-20. JOIN EX BW (173.11t LIP) (173.25t 10' JOIN EX BW O NOTED, PER CITY ENG STD 4030 3. THE CONTRACTOR SHALL TRANSITION (30" MINIMUM) FROM EXISTING CURB AND GUTTER WIDTH TO A24• BEG C&G, SW, BW JOIN EX BW Q END C&G, JOIN Q JOIN EX Q CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 GUTTER AT CURB RAMP LANDING PER CALTRANS STD STA 10-48, 23.64' LT PLAN A88A. 173.58 TC 5.3' - (2 7%) 1.8' 2' STA 10+51, 14.50' LT (173.ibt FS) ' 2 1 STA 10+52, 14.50' RT � (1 ]3.2]±FS) 1 6' S 9 1 (3.2%)"�STA 23.77' RT S STD PLAN ABBA CONSTRUCT CURB RAMP PER C PLANS) ] AND CITY STD 4440 (CASE PER PLANS) STA 10+43, 24.85' IT 173.43 FS LEGEND 73.33 TC a I o m v v' D ,.:` - STA 10+47, 18.40' LT a + E fY O STA 10+q7, 18.43'RT 0 1m y / a 6 q' 173.71 TCB, 173.60 FS O9 CONSTRUCT CURB PER CITY ENG STD 4020 173.33 FS STA 10+34, 30.32' LT S.3' y 173.38 TC 172.96 FS 173.54 TC V 173.12 FL 1_i% 1 10 CONSTRUCT 6" AC PLUG PER CITY ENG STD 4110 LIMIT OF CURB RAMP (EA) 173.24 TC ■ o �� ` STA 10+43, 25.02' RT 5 °� 172.85 FS STA 10+30, 2].1e' LT _ STA 10+41 OFF 19.92 173.29 TC LT STA 10+41, 19.9fi' RT _ 173.86 TC 0 - 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 , 73.40 TC ] o' 172.87FS 1]3.5' TC 1 73.52 FS 54 \ DISPOSITION NOTES Q STA 10+27, 30.38'LT 172.92 FS 172.98 TC - _ O.g o r° 2 \ 10 173.08 FS STA 10+35, 23.01' RT O >(° STA 10+39, 27.28'RT 0� - 'm 173.67 TC �q PROTECT IN PLACE (ITEM AS INDICATED) o 172.66 FS p - -i STA 10+35, 18.10' LT 73.04 FS ° 173.12 F8 STA 10+29, 3].83' LT SIGN E >3 : TS ro A 172.87 FL \ STA 10+35, 18.29' RT _ - RIW �E REPLACE (ITEM AS INDICATED) O 172.95 TC STA 10+32, 33.43' LT - - b 6 3' BTA 10+35, 18.50' LT 173.01 FIL o - g. s. ] STA 10+35, 30.38' RT p'' ° i..i - 172.95 FS (173) 173.0 TC `, oy _ q V S -L i - 172.74 LIP 0.5% - ylo\ 173.70 TC 0.6% `f DLL BOX A 173.00 FS ^.\° 'J -- O "q.2%5.0% \ STA 10+35, 14.50' LT / STA 10+35, 14.69' RT �� (173.08± FS) 3.8%// O rA-�^ `173.06 FS •S STA 10+31, 35.15' RT Z \ STA 10+35 16.69' RT 20 O a - 173.78TC !r= �1° 51 a E - 9 R/W �� 6 -� `. 1s ^p\° 2 Se O - -�`I - s� STA 10+35, 23.04' LT 1]2.84 FS _ 173.07 LIP STA 10+31, 2fi.09'RT S, yQ ` 1]3.4fi FS _ \ � ��1 s�lr�a _ _ "STA 4 TC 39.fi]' RT STA 10,27, 1]3.74 TC w I STA 10+28. 47.fi6'LT 0°p o d T �. 172.]fit BW ( )�"- 6 ° A6 A. BTA 10+25, 16.50' LT 172.98 FS ,g, VA° I _ O > 0 - - 6 H73.711±BW)9.84'RT 171 FS _ 0"CF --- JOIN EX BW u` "t °'� -_ STA 10+25, 16.80' RT - _ +2°� �'?O - _ _ _ JOIN EX BW O 6> O Q _ 19°A - STA 10+25, 4 LT (172.8B±LIP) - - - sir D \ 4?,-5 - A CATCH BASIN w 0 Co _1�. STA 10+22, 471 LT, ECR m - _ o -° °lo 1Ij1Y/�V^II-(117 .66±TC) ^ - 1% - '" Z3 ' �-- - - (172.54t FS) STA 10+25, 14.80 RT O P - \ S� y 9 0 7 l S °i /^�-TA 10+22 5 2 RT, B " " 0.2 CRCol LL r� Z Co (172.10a FL) \ _� 06?- 172.14t LIP _ - - - STA 10+31, 2fi.1 ]' LT 172.BBt FS m p7 I �J _ - _ _- _ - END CBG, SW, BW 0.7% _ v STA 10+20, 18.46' RT a _ - _ _ - - - P6 (172.97t FL) - O Q cq N _ __F25 JOIN EX 1.0% _ ` 172.75 FL - - 0.5 - 0.9% --- �_ 113.16t LIP U W Z �ItT21 _--_"' D 12.4' _ - _ ��- STA 10+20, 16.61' LT STA 10+2072774t _ � 12.8' - _ -_- -� BEG C&G, SW, BW - - JOIN EX Q 0 STA 10+18, 48.09' LT - m (772.38t FL) ( F) g \ - - i \t30 _ v - W � z (1]2.21±FS) -- -- -- _ - 11 -_ __--- STA 10+18, 50.57'RT 10 FS) J Lu Z STA 10+24, 35.75' LT -- _ _ --- �1t15 STA 10+1 ], 16.69'LT 8TA 10+17, 16.78' RT i`� ---- --- -- STA 10+24, 37.82' RT (173.30t a- Q 172.42 FS 172.92 TC STA 10+21, 28.. LT - (172.50t LIP) (172.91t LIP) -- --- ---- STA 10+28, 32.31'RT STA 10+20, 24.84' RT 173.38 TC 173.41 TC ? 172.91 FS (� F 172. FL EXPOSITION DR - NORTHEAST CORNER CASE C ) STA 10+18, 28.69' LT STA 10+15, 16.74' LT STA 10+15, 16.78' RT STA 10+1], 24.83' RT 172.81 FL 172.88 FS 173.00t FS / = 6n 48 STA 10.16, 28.83' LT 172.30 LIP 10(172.56±FS) EXPOSITION 172.99 LIP STA 10+15. 24.93' RT EXPOSITION DR -SOUTHEAST CORNER CASE C ( ) DR 0 (,7240+FS) (173.6g±FS) 49 X LL vy3\ I D STA 25+33, 45.59' RT, ECR Z --_ STA 25+(1921d,85'LTFS) STA 25+31, 36.13' LT 195.33 �/'s�\ STA 1 ft F 50.11' RT FS) Q (192.84± FS) � 193.27 TC 192.77 FL STA 25+28, 30.]8' LT WOODBRIDGE ST 4.83TC STA 25+32, 39.5]' RT 194.83 FL _ -� 194.94 LIPo (195.i8t _ - - Q. STA 25+32, 40.76 LT, BCR 192.82 LIP 193.30 TC I 195'22 TC 1 FL cl (193.20±TC) FL) ---- - 192.80 FL \ 4..72 ` 194.]4 LIP \\ - - Q (192.84t (192.78± LIP) 192.87 LIP 4 \ 4 fi.i' - 6 = STA 25+33, 50.57 RT q,g, BEG C&G, SW, BW STA 25+22, 24.69' LT 10 '$ 19°7° 1.4°h _ -_ (, 95.49a TC) - - - -- (194.90± FL) / 2,> JOIN EX % / 192.91 FL - a "k- \ 3.3% (195.03± LIP) E O - STA 25+20, 23.44' RT \ / - tr,a a END C\� FH A N 193.44 FL F �Dp� 5% STA 25+24, 21.83'LT 5.0 (193.03±FS) STA 25+23, 18.57' RTIt (193.70±FS)� / o' - 9 a _ )- - STA25+27.42.08'LT S 7 SEE NOTE �� / \O� / ppMF55ry,. (193.31t BW) \ JOIN EX BW ,y;.� STA 25+20, 19.00'LT �(193.01±FS I'o _ .� "� j S'po \, -.P 16' STA 25+27. 51.07'RT RIW I (195.66t BW) 'Y f� ' E I/ JOIN EX BW R STA 25-26,38.28'LT STA 25+18, 22.05' LT Q s STA 25+18,16.08'RT -� �0 L �'ry' F,; V'�` 193.37 TC \ 192.85 FL (193.47± FS) / S O 7 SEE NOTE 3 0 STA 25+27, 46.08' RT For GF`1@j'a 193.37 FS \ / _ S7-�°� / 195.41 BW STA 25+23, 93.90' LT 193.42 TC \ EE Y g STA 25+17, 28.14' RT 7S� 193.32 FS 10 STA 25+1 fi, 20.94' RT / m 194.05 TC STA 25+25, 41.11' RT GxEOvv. f� y 'V. 193.52 FS Q 193.35 FL � y�l (1e � - 195.32 TC STA 25+19, 93.38' LT SIGN E 193.43 TC \ STA 25+09, 18.73' LT (� " y�° 195.32 FS 192.99 FS 1 193.21 TC - y STA 25+13, 25.64' RT 1.3%- ov _ 192.71 FL I STA 25+09, 18.77' RT 193.78 TC 193.45 TC STA 25+15, 26.52' LT 1\ 0 4°A 192.84 LIP Gl OAP \ _ 193.43 FB 19 .95 FL l _ J/��} sFv 192.94 FS N - 0 m'(1.5 11 STA 25+03, 14.40' LT 193.12 LIP I \ `93� )))qyu h STA 25+08, 24.05' RT 193.52 TC Z `✓ PRO`�SF STA 25+08, 24.01' LT % )- (192.87± FS) STA 25+03, 12.50' RT I Y,(2.9 % )" I 193.52 FS STA 25+03, 24.00' RT '193.34 TC ,93.23 FS 5,9'._-1 - J 2' \ (192.97± FS) q -4' - 5'9 (193.30±BW) STA 25+03. 23.50' LT (193.24±BW) ,Iy//J 1.]' STA 25+03. 18.10 LT, ECR (193.16t TC) (192.6]t FL) 8 STA 25+)3, 18.10 RT. BCR (193.13±TC) 1.8' JOIN EX BW 51cN E-E PLAN SCALE FEET sPecirice.rox rvo a WOODBRIDGE ST-NORTHWEST CORNER (CASE 0•CF r00 ( ) mn WM AA I 'A (192.82t LIP) ,+� 192868±FU ((192.66 LIP) 5,� WOODBRIDGE ST-SOUTHWEST CORNER (CASE C) polpy� JOIN EX BW \ \ / END C&G, SW, BW JOIN EX \ BEG C&G, SW, BW JOIN EX 'J Izoz0-zobGG� taa >,r, below. Lc-Sslore GRA-14 ro�al9. 36 Of y4 I52 1 MEADOW ST- SOUTHWEST CORNER A ELECTRICAL BO/X'1�I 5'X3' DWS'�97-f- A STREET LIGHT ■/ I I I NOTES /^_ \ MEADOW ST- NORTHWEST CORNER 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS SPM-01 TO SPM-25. Z 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP INFORMATION, SEE SHEETS TS-01 TO TS-20. \ \ 'C✓ 3. REPLACE WATER METER COVER PER CITY ENS STD / 6210. PROTECT IN PLACE WATER METER. 4. THE CONTRACTOR SHALL TRANSITION (30" MINIMUM) FROMEXISTING CURB AND GUTTER WIDTH TO A24' �\\ \ GUTTER AT CURB RAMP LANDING PER CALTRANS STD \ \ B 6 5'X3' DWS PLAN A88A. LEGEND CATCH BASIN A LIMIT OF CURB RAMP (EA) - -- GRATE M-/ - ]CATCH BASIN A GRATE MEADOW ST STA 15+07, 48.44' RT STA 15+08, 36.44' RT STA 15+08, 31.76' RT FS) MEADOW Srt"95.69t FS) 095.41t FS) (195.2gt STA 15+13, 43.59' RT 10 TC STA 15+13, 37.59' RT 195.86 95.38 FL STA 15+13, 36.59' RT 195.22 FL / 1953..FIL _ �5 "I6 STA+13. 48.59 RT 4 m - (1"6 Z. TC) _ (195.44t FL) 1.6%- - (195.51± LIP) - BEG CBG,SW,BW 3.3%- O J JOIN EX ` STA 15+18, 48.74' RT - (196.19±BW) v-5.0% 8.0% 1.8 % / - 0,70 ,✓��J Z� 0" CF JOIN EX BW 5' _ - - STA 15+18, 43.74- RT 196 02 TC _ 7 - 195.94 FS NOTE 4 STA 15+19, 36.74' RTC SIGN E 195.83 TC 195.38 FS \ STA 15+19 31.74' RT SEE1 _ 195.69 TC NOTE 4 7 195.30 FS STA 15+16. 23.76' RT STA 15+28, 22.50' RT 195.31 TC 195.48 TC 194.89 FS 194.89 FS STA 15+20, 26.78' RT� STA 15+33, 22.50' RTJ 195.46 TC STA 15+23, 23.92' RT 195.54 TC 195.34 FS 195.40 TC STA 15+40, 22.50, RT,194.94 FS 195.28 FS 195.62 TC STA 15+20, 19.25' RT 195.46 FS 195,20 TC STA 15+45, 22.50' RT 194.78 FS (195.69O" CF • 0' W) a JOIN EX BW MEADOW ST - SOUTHEAST CORNER (CASE C) e , below. 54 Call-ro ft. \v Q CO 00co a0 0 0 z ry w w u' D� c�Q = O W STA 15+06 2154' RT _ g / STA 15+16, 24.1 l' LT 194.90t FS STA 15+10, 32.12- LT STA 15+10, 37.00' LT ( ) / 194.57 TC SEE 194.14±FS STA 15+09, 21.52' LT 194.15 FS (194.17± FS) NOTE ] ( ) STA 15+10, 21.34' RT 4 STA 15+14, 37.00' LT 11 194.79 LIP (194.29± FS) STA 15+14, 32.00' LT STA 15+11, 21.40' LT 194.03 FL STA 15+07, 15.23' RT 194.11 TC �( 194.96± FS 194.25 LIP 194.11 FL ) STA 15+09, 15.40' LT STA 15+10, 48.00' LT STA 15+11, 15.34' RT (194.36± FS) (194.11±FS) (194.84± LIP) STA 15+11, 15.40' LT 11 10 STA 15+14, 42.00LT g STA 15+13, 17.00- RT (194.28± LIP) 6, - _ _ _ _ 4 194.34 TC STA 15+14. 46.00 LT _ - 194.57 FL STA 15+14, 21.40' LT o- 'e v 193.92 FL (194.30±TC) sal - STA 15+14, 15.42' RT 194.15 FL _ - ya. - - (193.82t FL) - - (194.51±FL) STA 15+14. 15.40' LT (193.97± LIP) - m (194.19±FL) _ - END C&G,SW, BW - I% STA 15+i 6, 15.50' RT - 1 JOIN EX N STA 15+14, 17.00' LT ^' 9 - �- .0%4 x (194.67± LIP) 194.18 FL - fO - ., m S a STA 15+20, 46.00' LT STA 15+18, 13.50' RT R� e' (194.65±FS) STA 15+17, 13.40' LT 1 S O'�\° 4' " �o - (194.35±FS) _ 9 (194.31±FS) MI' / v - n - STA 15+19. 42.00' LT F� �pµMF55ry,. STA 15+28,17.00'RT, ECR STA 15+17, 15.40'LT W (1g440±BW) CONSTRUCTION NOTES 'Y 194.81 FL (194.29± LIP) _ \ ,vd\O E (SEE 0" CF A STA 15+28, 13.50' RT STA 15+21, 19.25' LT �' - ^ 5' S� } NOTE 2) JOIN EX BW ® CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE 194.fi2 TC o/ yyyy - NOTED, PER CITY ENG STD 4030 (194.85±FS) 1; 20 FS yy �%r STA 15+19, 37.00' LT F Crvry 's ✓/// _ =$4 / 194 STA +1 O5 CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 a'pF STA 15+29, 17.00' LT I STA 15+24, 23.92' L 194.12 FS O CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ABBA STA 15FIL 17.00' RT 19426 FL ' 194.7p TC 194.86 FL \ J 0.9% . `STA 15+19, 32.00' LT ] AND CITY STD 4440 (CASE PER PLANS) STA 15+29, 13.40' LT - 194,67 FS .5% 1.0% / _ 194.54 TC STA 15+33, 13.50' RT 194.39t FS 3.5% O STA 15+29, 22.50' LT 0 0 ( ) o o 194.80 TC 194.20 FS O CONSTRUCT CURB PER CITY ENG STD 4020 ixxeo0ev. (194.92± FS) STA 15+34. 17.00' LT �� -I 194.31 FS STA 15+21, 27.00' LT (194.44±FBI 00 19466 TC 10 CONSTRUCT 6' AC PLUG PER CITY ENG ST04110 7 SEE NOTE 4 194.60 FS ov 2.0 % 5.5 STA 15+3q� 22.50' LT 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 er 1&s.o STA 75+q0, 17.00' RT 3.5% - sr 4 195.W TC STA 15+34, 13.40' LT 194.85 TC STA 15+46, 17.04 LT 15 INSTALL STAMPED CONCRETE PER DETAIL C, SHEET CD-01 194.88 FL (194.44±FS) %15 194.36 FS (194.77±TC) '9Fr' � 1 ,fI © INSTALL DETECTABLE WARNING SURFACE PER CITY ENG 4 STA i 5M5. 17.00 RT V 4 594.93 TC 22.50' LT - ('94 42+ LIP) g STD 4440 (SIZE AS INDICATED) 10 (195.47±TC) Q 5% (19489±FL) 10 �1-1%° ,94�S� BON�'SW,BW DISPOSITION NOTES xreme, ` (194.96± LIP) m ) d / STA 15+46, 22.54' LT 1r1r `IIn END CBG, SW, BW STA 15+41, 17.00' LT ❑A PROTECT IN PLACE (ITEM AS INDICATED) '&'4 rvl to jj- JOIN EX 0 L� - (194.98±BW) ruE xo�ornnory 0 \ 194.33 FL o� y � 0" CF O REMOVE (ITEM AS INDICATED) ( 1 L - m p JOIN EX BW vpp2i-p5r�pp_t5 tlwg 0%) STA 15+45, 13.50. RT O> STA 15+46, 13.W WILT (3.8%)� I �E REPLACE (ITEM AS INDICATED) E. xo 5.5' 1.5' 2' (195.04t FS) I> I(igq.55±F5) 2' 1.6' 6' I 55 MEADOW ST-NORTHEAST CORNER (CASE C) 10 GRA-15 scnfePLAIN SCALE FE7 37 Of 94 TREE A � I I I I I II > I I I Q I z I 5'X3'DWS I >O - F \ 0 / \ TS PULL BOX A P A \\00 I - � / / IN i r 5 1 LAWTON AVE- NORTHWEST CORNER JV n / WOODBRIDGE ST n n w WOODBRIDGE ST = l STA 18+34, 9.50'FIT Q STA 18+24, 17.00' RT (198.15± FS) 197.6 FL STA 18+29, 22.50' RT 01 STA 18+17, 9.50, RT 10 198.38 FS / STA 18+1].'I]00 RT (197.85±FS) - --C- - cam, (198.02± TC) \ \ 10.43 TC 19.50' RT (197.33±FL) q � 198.1$TC (197.39±LIP) /9TA3 FL -{1 CBG, SW, BW s C VAULT JOIN EX 7' _ )?. ! STA 18+40, 17.00' RR 4.9% \�,/ (1998.21±FS) / 5.0% - 1 ! II� STA 18+33, 22.50' RT 198.10 FL / 2.1%/ j Sfb STA 18+40, 27.00' RT STA 18+17. 23.00' < R7.5' 198.36± FS ( T '^ 4- y ) (198.29±BW) {.S �I I JOIN EX BW 1�� STA 18+34,2700'RT STA 18+25, 22.50' RT io1.6�'^/ 198.64 TC 198.45 FS - I�q I 198.14 FL o. STA 18+25, 23.00' RT 0' CF -(1.8%) WAS FS 6.$' S STA 18+40, 31.00' RT STA 18+(19.63, RT 4.6' { (198.45±FS) (19198.52 C) 198.52 FS STA 56±T 31.00 RT (19 7.88, FC) IN STA 18 (19 31.00' RT - (1%.09E LIP) ) (198BW 0 CF) C&C JOIN LIP) JOIN EX BW 0 CF" I C60 JOIN EX STA 18+29, 31.00' RT 0'CF i 7 SEE NOTE 4 (198.64± FS) 9 STA 18+29, 27.00' RT E 58 LAWTON AVE-SOUTHWEST CORNER (CASE G) 198.66 TO / \ 198.45 FS at's b610w. CATTp' IN A i 1 Call S.rore you ft. - ' LANDSCAPING WALL 7VA CATCH BASIN CONSTRUCTION NOTES O4 CONSTRUCT CURB AND 18' GUTTER, UNLESS OTHERWISE NOTED, PER CITY ENG STD 4030 OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 O7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A AND CITY STD 4440(CASE PER PLANS) 10 CONSTRUCT W AC PLUG PER CITY ENG STD 4110 ©INSTALL DETECTABLE WARNING SURFACE PER CITY ENG STD 4440(SIZE AS INDICATED) DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) �B REMOVE (ITEM AS INDICATED) © ADJUST TO GRADE (ITEM AS INDICATED) O RELOCATE (ITEM AS INDICATED) �E REPLACE (ITEM AS INDICATED) NOTES 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS SPM-01 TO SPM-25. 2, FOR ADDITIONAL PULL BOX AND DETECTION LOOP W FORMATION. SEE SHEETS TS-01 TO TS-20. 3 REPLACE WATER METER COVER PER CITY ENG STD 6210. PROTECT W PLACE WATER METER. 4. THE CONTRACTOR SHALL TRANSITION (30' MINIMUM) FROM EXISTING CURB AND GUTTER WIDTH TO A24' GUTTER AT CURB RAMP LANDING PER CALTRANS STD PLAN A88A N ." n WOODBRIDGE ST ❑ LIMIT OF CURB RAMP (EA) STA 18+86, 11.40' RT V x (198.76x FS) WOODBRIDGE ST w WM E PP A STA 18+86. 16.90 RT Q STA 18+75, 15.44' RT I (199.09±TC) Z (198.82±FS3 (198.68± O �'\ r�I ( LIP '{ SI. BW STA 18+78.19.t99.7$6T RT FL EX JOIN EX J04N QSEE NOTE{ T RI? `{I - �jAQ.,f C �jCATCM BASIN FH D w •. SIGN E ! :j Ov STA 16+86. 22 40' RT � (199.25x BW) 1 -'F JOIN EX BW O'CF WV STA 18+69, 28.90' RT IT 98.96±FS) ,$% STA 18+82, 23 90' RT I (1%32x TCI I STA 18+74. 28.90' RT •I \ X 196.89 FS 798.88 FL E. 'an ti STA 18.80. 2690'RT WV rZ 179E TC) !� 1 1.6% 6 F 198 96 FS STA18+74, 35.9 RT 199.43 7T: I W 6 198.920. �, a-J �I STA18+80.35.90'RT !KSaJ�'^" STA 18+89, 40.90'RT` { �I (3.1 %1�' (199.2D±F$) AIL (19950x TC) I 19B.SO ,�NL� A8 �f STA 18+80 40.90 R7 1S STA 18+74. 40.90 RT (199.75±BW) LAWTON AVE -SOUTHEAST CORNER (CASE C) (199.59±TC) L JOIN EX BW O'CF 59 (198.9]± FL) (199.12± LIP) s a s CSG, SW, BW .III JOIN EX \ J SCALE PLAN SCALE FEET Lu � � Z O LLI H Lu ¢ Q O U) Z ULu U¢ z ¢ �- o lu'-) J g Lu Lu a coo 20 m = U o O rim er o. 4p21-2JfiGG� tfitlp GRA-16 38 Of 94 STA 169+54, 47,09' LT STA 161%EC, 39.62 LT, (159.01t BW) BEG BI6 CU RB LISS C STA ifi9+55, 39.11 LT L lJOIN EX CBG, SW, BW' 37.99' LT, BC STA 170+07, 50.50' LT STA 170+72, 49,95' LT, PCC 158.23 FL I (159.09t BW) STA 170+25, 52.31' LT 159.76 TC 158.30 LIP _ rSTA 169+83, 48.9�9' LT (159.03±BW) _X \ STA 169+84, 41.01' LT END B16 CURB 158.93 FS STA 189+55, 35.61' LT (158.44±FS) STA 169,63, 36.13' LT (158.48±FS)- STA 169+71, 33.15' LT 158.30 FL I^5 23.gg 158.37 LIP - STA 169+74, 33.STILT , EC BEGB1-fi CURB--'T 11159) 158.93 TC I _ 158.43 FS STA 169+64, 11.68' LT I (159.20t FS) STA 169+75, 30.02' LT, BC 4 158.85 TC M 15 B`35 - STA 169+84.159.33 TC 1 p NOTES gOFS ONIVq ,, STA 170+08335.55'9L3 BC \ 1B 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS 158.+2 FS _ Sp M-01 TO SPM-25. STA 170+26, 19.87' 59. ECR \ ` 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP 158.5 TC INFORMATION, SEE SHEETS TS-01 TOTS-20. 1 SB.53 FL 3. RESTORATION OF BENCHMARKS AND MONUMENTS STA 170+25, 0.31' LT WITHIN LIMITS OF WORK SHALL COMPLY WITH CITY (159.35± FS) STD SPECS 5-1.26 AND 5-1.36, AND CITY ENG STD 9020. 4. THECONTRACTOR SHALL TRANSITION (30- MINIMUM) FROM EXISTING CURB AND GUTTER WIDTH TO A 24" GUTTER AT CURB RAMP LANDING PER CALTRANS STD PLAN A88A. LEGEND STA 169+(158.40±TC) (157.73±FL) ■ LIMIT OF BIKE RAMP/ STA 1fi9+46, 78.44' RT (157.84t LIP) CURB MP (EA) (158.54±BW) C&G, SW, BW JOIN EX BW 0"CF JOIN EX 1.7 STA 169+48, 82.76' RT--"'---- (158.53tTC) 158.45 FS .d, - STA 169+50, 90.06' RT 1 (158.61±TC).,, I\ 157.83 FS RIW ro p SEE NOTE 7 STA 110+53,59.19-LT I b \ 7e> (158.86±TC) o O 157.81 FS / STA 110+48, 54.04' LT n� 7 O O C (158.61t TC) / 158.38 FS y\° 9>• ` O o 9 ELECTRICAL A A' 4 VAULT / p 6 STA 110+43, 50.7" LT SIGN I, Sl±T 158.41 FS 7- STA `5 STA 110+38, 48.45' LT / $- (158.45±BW) JOIN EX SW %FPULLI STA 110+40. 41.54 LT (158.17±To - g? (157.53t FL) 10?^ (157.65t LIP) C&G, SW, BW - ' JOIN EX :::� STA 110+42, 38.08' LT / (157FS) / • HI HIGUERA ST ars below. Call ft. (159.16t BW) 159.26 FS STA 170+27, 37.43' LT, PCC 159.59 TC \ � X X 159.09FFS STA 170+44, 24.23' LT, EC END B16 CURB _ 159.47 TC D TS 158.97 FS POLE 17.Aa� - � F'=l PUL STA 170+44, 18.35' LT MJ l j 1 159.09 TC 158.59 FL OLE B TS P ISTA 169+55, 73.08' RT Of I (157.93t FS) Q Z STA 169+55, 79.98' RTO 158.39 TC Q 157.72 FL cCQ ] TS POLE L _STA 169+57, 89.06' RT 157.69 FL I STA 169+66 84.80' RT I-(I58.17±FS) - U ITS PULL BOX STA 110+59, 54.57' LT 157.67 FL _ A r I ( I -01 \�� 1 4 �o 111:-� � �Ibaillll►:. �••1� � STA 112+12, 59. 'LIT BOX (159.82t FS) 159.25 TC I` STA 112+28, 70.20. LT, BC /_'I �� fi CONSTRUCT 10" AC PLUG PER CITY ENG STD 4110 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A 158.75 FL I 18 159.68 TC / NP ,A O AND CITY STD 4440 (CASE PER PLANS) 159.18 FS INSTALL COBBLE OVER WATER -PERMEABLE WEED BARRIER OVER PULL STA 112+17, 63.56 LT, EC 18 NATIVE SOIL. COBBLE SHALL BE 2" TO 6" SOUND RIVER WORN B BOX BEG Bl-8 CURE 159.65 TC o s io GRANITE COBBLES, OR APPROVED EQUAL, AND SHALL NOT BE OF UNIFORM DIAMETER. LL D TNS S �� `159.15 FS PLAN SCALE FEET © CONSTRUCT CURB TYPE B1-fi PER CALTRA NSP STD PLAN A87A BOX LE ` PARTIALLY RECONSTRUCT PCC DRIVEWAY PER CITY ENG SEE STA 11O 02, ] NOTE 4 (1^5955t FS) 27.09' LT © STD 2111 INSTALL DETECTABLE WARNING SURFACE PER CITY ENG © / 1 MADONNA RD-NORTHWEST CURB EXTENSION STD 4440 (SIZE AS INDICATED) 30 CONSTRUCTAC/PCC PAVEMENT RESTORATION PER DETAIL F, SHEET CD-02 DISPOSITION NOTES HIGUERA ST STA 131+44, 55.1YRT I ❑ STA 131+20, 58.60'RT, EC 171.53TC 171.03 FL v 171.10 LIP O STA 131+i6, 60.07' RT, BC { 171.45 TC 170.95 FL STA 131+12, 75.60' RT 171.05 LIP �O C (171.52t BW) O 3A131+04, / q4° 67.fi1' RT STA 110+52, 48.14' LT `STA 110+65, 46.30' LT \J " 158.31 TC 157.64 FL (158.19±FS) A 110+46, 44.27' LTZ ?,p 158.28 TC .� 157.61 FL 43 61 MADONNA RD-SOUTHWEST CORNER (CASE C) IlPP,�, / /j GUY eV PLAN SCALE STA 131+39, 55.10- RT - (171.52t FS) (171.53± FS) STA 131+39, 58.60' RT 171.36 FL STA 131+39, 62.20- RT 171.62 FS STA 131+35, 58.60' RT 171.66 TC BM E 5 4 171.33 FL ❑A PROTECT IN PLACE (ITEM AS INDICATED) © REMOVE (ITEM AS INDICATED) © ADJUST TO GRADE (ITEM AS INDICATED) �p RELOCATE (ITEM AS INDICATED) 2)_ ❑E REPLACE (ITEM AS INDICATED) STA 131+4q, 58.60' RT O I - \ \ 171.39 FL �i 0 8 E SIGN >. \ v O \ STA 131+qq, 82.20' RT � 171.65 FS \o O STA 131+61, SB.fiO' RT, BC \ 171.78 TC \ \ STA 1031+48 58.60' RT 171,43 FL 171.73 TC O 171.52 LIP \ 171.4FL O O STA 131+71 63.00' RT EC A' A FH STA 131+35, 666 40' RTSEE I STA 131+63, 66.40'W)(171fi8BW)NOTE4 7J (17178±BW)STA 131+66, 68.65RT STA 131+39,86.4'RTBW71.89±BW)STA KWt 131+44, fi6.40' RT (171.72± BW)STA STA 131+88, 70.77' RT 131+21, 66.40- RT (172.OB± BW) RT (171 56t BW)STA 131+q8, 68.40'RT (171.7fit BW) (170.73± FL) (170.84t LIP) WALKER ST/ PACIFIC ST -EAST SIDEWALK (CASE A) CBG, SW, BW 62 JOIN EX 171.79 TC \ / 171.46 FL A \ 171.56 LIP ✓ 9p/i Obi k STA 131+76, 9 8 62.64'T 1 LL ow �w 0 U) U Lu Q w W 'J D a 2 o O 0 Z z O Q 0 N¢ W CO Q ~ N a U Sr U a 0 Zse N W 0 Q cn W 0 0 co AY \ mem er NF STA 131+71, 67.52' RT `%� � sPFciFiceTnx rvo (171.98±FS) STA 131+73. 6S12 RT motwl JOIN EX DWV (17147±TC) Fuervntwrnnory P-zp2t-2JbGG� tl awg Z (171.58, 47� LIP rr xo. CBG,SW, BW JOIN EX DWY 39 Of 94 01 I CONSTRUCTION NOTES u� O CONSTRUCT CURB AND 18" GUTTER, UNLESS OTHERWISE I 4 NOTED, PER CITY ENG STD 4030 m OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 1 I O9 CONSTRUCT CURB PER CITY ENG STD 4020 STA 11--171.220.00CR' I 1 I O I I 10 CONSTRUCT 6-AC PLUG PER CITY ENG STD 4110 (171.23t FL) LIP) I 15 INSTALL STAMPED CONCRETE PER DETAIL C, SHEET CD-01 (171.29+ END CBG, SW O I 18 CONSTRUCT GUTTER UNDERDRAIN PER DETAIL B, SHEET CD-01 JOIN EX -I I Z I SSMH Q (40W)INSTALL SOLAR PATH LIGHTING, GREENSHINE LUMINA LUMINAIRE -[AA] , 4000K COLOR TEMPERATURE, TYPE II DISTRIBUTION, WITH STA 11+17.25.80' RT / 1`5'� I I BACKLIGHT SHIELD ON 20 FT POLE PER MANUFACTURER (171.823 BW) STA 11+17, 18.50' RT 1.5' _ SPECIFICATIONS. JOIN EX BW ' S (171.29t FS) STA 11+18 STA 11+18, 18.60' LT INSTALL DETECTABLE WARNING SURFACE PER CITY ENG STA 11+25, 18.50' RT I (2.6%) I I (171.75+- FS) (171.35t FS) © STD 4440 (SIZE AS INDICATED) 171.69 TC _ STA 11+25, 18.00' RT, BC I 31 STD 7325UCT AND ERIFIED SHEETPED GRA �gLE PER CITY ENG 171.25 LIP 171.]0 TC STA 11+30, 15.69' RT, PRC STA 17+24, 10.60' LT 4 171.26FS $TA11+24,18.10'LT,EC DISPOSITION NOTES _ lI 171.77 TC RIVJ Imo 171.34 FS \/yy,�\1]i.6fi TC 1]1.65 TC 1 \ 10 x 171.31 FS (171.30 LIP) STA 11+25. 20.00' RT -_ _ 9 / \ \ 9 I ❑A PROTECT IN PLACE (ITEM AS INDICATED) 171.69 TC _ STA11+29,15.90'LT hae NOTES 171.19 FL - 171.32 TC p (n 1.9 %% 171 _65 LIP p; STA 17 FS 15 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS Q Lu STA 11+25, 25.80' RT _ " p � 171.67 FS STA 11+32, 14.3fi' LT, PRC � I � SPM-01 TO SPM-25. � LLI (171SOt BW) I -" 1]1.fi6 TC �n 1 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP W i6 4 STA 11+32, 14.30' RT, PRO 3 171.33 FS N Z STA 11+38. 78.50' RT - - _ - 171.38 FS - STA 11+38. 13.10' LT INFORMATION, SEE SHEETS TS-01 TO TS-20. a Z 171.fi6 TC I $ 171.66 FS, 0" CF 171.22 LIP p -) ro o" I �e I STA 11+38, 18.60' LT O U) m l 171.58 TC I O w F 15 I .II STA11+38 I I Z_ o II STA 11+38. 20.00' RT - y I (171.22 LIP) Q Q (n 171.66 TC - $ IR15'TYP' I 171.84 FS 1]1.16 FL I - _ 1.0% J d STA 11+38, 25.80'/ T -- - `""_--- 0.9%' 0 13' I 13.1' 5.5' 5 w a :� W - 0.9% _ I A SW (171.71, BW) /_ 5.SJ STA 11+38, 13.00' RT, EC m0 O 1]1.71 FS, 0" CF a '. _ 1 A C8G L O STA 11+48, 18.50' RT I"p - O f o. I I o� 1137C10' U p I 171.63 TC 1�0. - = o I I STA 11+48 1 171.19 LIP _ _ O TX10' - STA 11+48, 20.' RT - O 171.81 FS 1I4%- 171.63 TC - - 6 5 11.0% I STA 11+48, 18.60' LT 171.13 FL A 0,9% 171.57TC, (48, 25.8 ' R _ STA 11 FS, 13.00' FIT, BC �, (171.20 LIP) STA 11+48,.728 BW) - 1.6% 1]1.68 FS, CF I 1 9 �, 1 1 1 1 I _ STA 11+48. "CF LT 5.8' - <' � I I I 1 I M 1 � - 171.83 FS, 0" CF � �E`S��EEYY�� I ,e 15 I RIw STA 11+54 'STA 11+54, 14.35' LT, PRC 171.60 FS \171.63 TC 18 STA 11+61, 25SO' RT d' _ �� STA 11+54, 14.30' RT, PRC \ 171.30 FS '�'- - - (171.68t BW) 171.68 TC STA 11+57, 15.90' LT. PRC STA 11+62, 18.60'I T r' 1]1.35 FS \\ . 171.51 TO -1.6% 71.6 FS S +22 STA 11+56,15.89'RT, P8.10'LT. BC 171.18 LIP) 17152171.54 TC I _ y TC - G 1 171.27 FS\\ 171.19 F5_ STA 11+61, 20.00' FIT iv STA 11+61, 18.00' RT, EC 171.57 TC I q _ 171.54 TC \ \ - a 171.03 FL X/ - 171.10 FS\--- STA 11+61, 18.50'RTJ' - - ----- STA 11+68,18.60'LT , ��I• 171.09 TC (3.9%) I STA 11+68, 18.50' RT I STA 11+68 (1]1.16t FS) 171.53 LIP -M� I (171.37E FS) tr u�ee� STA 11+68, 25.80' RT IS1 I I (171.67t BW) 5 I I I JOIN EX BW STA 11+68. 20.00 FIT I I - (171.45tTC) I I I I (170.96t FL) I (171.07t LIP) I END CBG, SW I JOIN EX I I \ II Mw�rnem er N 63 EXPOSTION DR -SPEED TABLE CROSSING � o, • "`!ll���YYY "^'z"�`0-zoscc nn,e as ats belOW. SCALE PLAN SCALE FEET GRA-ie Call 5erore ro� a19. ao of sa 14 .66 STA 16+( 0, W.42' L, 18K. IT _ d- STA 16+70, 39.74' LT - (180.88±FS) WALL s STA 16+64, 35.75' S STA 16+73, 26.93' LT 180.87 FS STA 1 fi+73, 22.93' LT - 1W.81 FS p p d STA 16+64, 26.8311,LT�r STA 16+60, 24.00'LT (180.80±BW) -8.31' CATCH BASINU� �- - STA 16+68, 24.00LT l STA 16+68, 18.00 LT (180.92± FS) - (180.79t TC) (180.08±FL) - STA 16+e151.19' LT (180.53±FS) LT I JOIN EX BW �-I H (WALL STA 16+83, 26.93' LT 181.01 FS STA 16+84, 27.28' LT 181.20 TC 181.01 FS STA 16+83, 22.93' LT 18FS STA ``STA 1fi+gg, 23.50' LT STA 16+95. 23.50' LT �181.32 TC - BW) 181.JOIN 17 FS 0" CIF EX BW STA 17+00, 24.00' LT 6,42' S' (181.51t BW) 3.9% d d - (180.43± LIP)- _ r STA 17+00, 18.00 LT BEG LAG, SW' BW JOIN EX > n\ a m� v li (181.27±TC) (180.86t FLI \1 (180.94t LIP) STA 16+73, 18.00'LT ___ - - - END C&G, SW, BW 180.41 FL 4 JOIN EX 0' CF SEE NOTE 3 17 10 ' STA 17+00, 12.50' LT STA 16+89, 18.00' LT (180.99± FS) STA 16+68, 11.95' LT STA 16+83, 18.00' LT 181.08 TC (180.59± FS) 180.55 FL 80.58 FL - 1e+1 STA 18.00' LT 0" CIF S / 181.32 TC TC STA 16+73, 12.50' LT STA i 6+83. 1 LT 180.72 FL (180.60±FS) (180.74±FS) CORRIDA DR/ CORRIDA DR -BIKE RAMP(CASE A) �L1 CONSTRUCTION NOTES 0C INSTRUCT CURB AND 18" NOTED, PER CITY ENG STD 030 ER, UNLESS OTHERWISE 0 CONSTRUCT SIDEWALK SECTION PER CITY END STD 4110 10 CONSTRUCT 6" AC PLUG PER CITY ENG STD 4110 Q CONSTRUCT BIKE RAMP DISPOSITION NOTES O PROTECT IN PLACE (ITEM AS INDICATED) O RELOCATE (ITEM AS INDICATED) ❑E REPLACE (ITEM AS INDICATED) i ara below. Call 6erore ro0 a�9. NOTES 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS SPM-01 TO SPM-25. 2. FORADDITIONAL PULL BOX AND DETECTION LOOP INFORMATION, SEE SHEETS TS-01 TO TS-20. 3. TH E CONTRACTOR SHALL TRANSITION (30' MINIMUM) FROM EXISTING CURB AND GUTTER WIDTH TO A 24" GUTTERAT CURB RAMP LANDING PER CALTRANS STD PLAN ABBA. LEGEND ❑ LIMIT OF BIKE RAMP (EA) SEE 17 NOTE 3 I STA 25+18, 2.55' RT STA 25+18, 2.45' LT (169.25t FS) (169.25± FS) STA 25+18, 6.51' RT STA25+14,2.51'RT (169.27±FS) STA 25+18, 3.83' LT 169.18 FS (169.28±BW) STREET LIGHT A POLE TREE A STA 25+14, 2.49' LT STA 25+14, 6.63' RT STA 25+17,11.64'LT 1 169.17 FS I 3.98' I (169.07±BW) (169.08±BW) � 7,95 5' (05%) J 5 STA25+13,11.56'RT 4,06' I (168.90±BW) STA 25+16, 15.fi1' LT - (189.08±BW) i (2$%) I wI �'III ;E STA25+07.10.05 FIT (168.35t FL) STA 25+(16197±FT - O- - - - (168.48±LIP) /(168.9]±FS)-> o��s9-(+svQ- 0.2% - '(3,4°0) BEG C&G, SW, BW ELECTRICAL D _so - NI' mm JOIN EX a°e e - � ry PULL BOX °i 3.96' STA25+07. 12.49 LT a'- -"3.55- gg (168.50±TC) (168.40±FL) (168.48± LIP) - BEG C&G, SW, JOIN 0 STA 25+07, 9.36' LT f STA 25+08, 6.38' RT 168.98 TC / 168.97 TC \ _ 168.48 FL 188.47 FL 1 STA 25+08, 2.46' RT STA 25+00, 10.46' LT 168.71 FL, 0" CIF (168.71± FS) STA 25+08, SAU LT STA 25+01, 8.42' RT 169.09 TC 168.59 FL (168.72± FS) 0 STA 25+08, 2.54' LT 168.70 FL STA 25+02, 2.40' RT 0' CIF STA25+02, 2.60' LT (168.74±FS) BRIDGE ST (168.76±FS) 65 BRIDGE ST -BIKE RAMP (CASE A) Z STA 13+22. 31.00-LT / / ' \"^\L\\ \ _192.0- - - /(192.38±FS) / 0.° STA 13+31, 31.00'LT /9 WALL A (192.5Bt FS) STA 13+20. 31.04' LT STA 13+33, 31.04' LT (192.36±FS) •(192.61±FS) '-- BENCH A STA 13+22, 27.00' LT p BENCH STA 13+17, 20.00' LT 192.37 31 :ALL 1111,71 FL ' STA 13+31, 27.00' LT A :LL 92.56 FS 5 STA 13+17..37±BLT -�, 2 _ Y STA8ftB 26.00'LT (192.3]±BW) -I� n�(2.0%)-n ; '--(192.80t BW) G SIGN E T J sJ 4, / (192.88±BW) �1yap - 10' 1.86'� / mq 1<��-- ---L-L _ STA13+41,20.00LT IN STA 13+10. 26.00' LT 17 SEE (192.12±FL) 72 TC) (192.23±BW) / NOTE (192.26±LIP) / 10 END C&G, SW, BW STA 13+10, 20.00 LT JOIN EX (192.093 TC) STA 13+41, 16.50' LT (191.49± FL) STA 13+22, 20.00' LT STA 14± FS) (191.68± LIP) 191.W FL BEG C&G, SW, BW 0' CIF STA 13+31, 20.00- LT STA 13+37, 20.00' LT JOIN EX 192.05 FL 192.70 TC / STA 13+10 16.50' LT 0'CF 192.10FL STA , WOODBRIDGE ST (91196±2FS)6.50'LT STA1fi.50'LT (192.15±FS) WOODBRIDGE ST -HIKE RAMP (CASE A) vy F 0) LLJ 0 CO 0w a O (n d U W z O Q W C.) D� w 2 C 0 Do = U � O 2p21-2JfiGGAA_ d9 GRA-19 -F PLAN SCALE FEET 41 of 94 \ 151.62', FL, BC 153.1 T', FL \ 153.56', AP 153.51' END Co FL, GB \ H"+08.16, 48.82 L D C .T1, URB R L 'H"i09.965935AWCUL-�.�\\ SAWCUT nc CURB RAMP .01, 50.25' L END 18" LURB & Gtr \ \ ill 53.45', FL, GB Beg 18" CURB & `` Gtr Beg Conc CURB RAMP \ "H"+01 .T9, 43.94' L \ Vert CURB (H=6") 153.06'. FL, GB J� p�.•� \\\ 153.92', SW, GB N"+00.34, 52.43' L 152.T4', EC "' _ \ ` "H"+94.14, 37.42' L 3.68', FL, GB It"C2.66, 66.52' L g SAWCUT 1 52.51', FL, EC, �•:...F�•l r. '1",•re ••q �:' \�� }94.95, `\� `\ EBNB 18' CU 31 .00' L RB & Gtr, eg Conc CURB RAMP p n G H'+96.ii, 64.36' L v \ / EP 153.70', FL jjjiii I 'H'+96.1 i, 13.83' L SAWCUT yf C /- \ P'. ',Lir•�i �H.+69.02, 28.39' L :P i�,�. b.�•� I i ' i� 153.6i', SW, GB, AP / \\ �^ • • 1 " v •'I'I "H"+94.59, 50.30' L 153.9i" sW, GB \ I'•~ h ��54'.'Y , \ • 154.00', SW, GB 39, 36.59' L s W / -- 153.95' SW, GB AREA OUITCLAIMEO TO / 1 �I'/1///� Ig`p,; I '•,^ CITY (1 rr5/pg/428) / ;/ � 1 I '`' I'N LIMITS OF GRADING (Typ) I I ail fi' \ 153.74'. FL. EC c /� \\ L--154.06' SW, GB I II SW, GB, AP ITT H"+82.11, 34.76L II A j i j LIMITS OF GRADING \ (Typ) I 159.B6' SW / 152.20' SW / �� 154.29I, FL "H"+10.57, % 151.54', FL 28.56' L \\ END 18" CURB & Gtr H +79.51, 93.25' L / , ENO C nc SW, CONFORM Beg Conc SW, CONFORM / \}i }4jII \ II I I II �� S HIGUERA ST AND ELKS LN -SOUTHWEST CORNER (CASE G MOD) #4 BAR k-' -� 1:5 FG 'MIt,)Ofi CO nc 1(Vert CURB) u4 BAR 11111 2 Al VERTICAL CURB NOT TO SCALE NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. 18" AND 24'' CURB & GUTTER ARE PER CITY STE. LEGEND: MINOR CONCRETE (STAMPED) PER DETAIL C, SHEET CD-01 0 MINOR CONCRETE (CURB RAMP) LIMIT OF CONCRETE IMPROVEMENTS j.�ffQ'f DETECTABLE WARNING SURFACE V� GRAPHIC SCALE 0 25 N� 111N =5 FT Im 153.76', FL, AP, GB ) I i Exist EP \\ H"+82.04, 2B.13' L I I I ENO Conc CURB RAMP 154.3T', SW, GB, AP it 153.80', FL / Beg 1B" CURB & Gtr I "H"+TO. T B, 44.9B' L f "H"+T3.46, 38.35' L / END E 9 1 B" CURB & Gtr / I LIMITS OF 6' ENO Conc SW, CONFORM \\ 13.4' ) GRAOI NG (Typ) \ / s4wcur // / / I "H"+Tp.fiT. 38.29' L 114, o"' SW, GBH. L.'_.11, 46.59' L 154.12' SW, 154.C7' SW, / 153.80', SW, GB_ / "H"+45.62, 54.44' L 7 h i 153.58', SW, GB, AP / \ \ Exist EP 152.9B', FL, BC "H"+30.fi 3, 65.fi3' L Iry 152.90', FL H"+29.64, 68.43' L ELKS L\ Beg C.- SW CONFORM `153.12', FL, EC H'+66.73, 38.37' L END Conc CURB RAMP "A) Beg 18" CURB & Gtr �153.65% FL "H"+60.oi, 39.10' L I I I f154.", AP i H'+5155 .24, 2i.92' L snwcur \ 153.60', FL, GB "H'+55.42, 4C.35' L i `153.59', FL "H"+53.99, 40.87' L EN 18" CURB & Gtr, Beg Conc CURB RAMP Vert CURB (H-S' �153.85', SW, GB "H"+96.79. 49.61' L \/�153.41 FL, GB H'+42.02, 48.2B' L ENO Conc CURB RA Beg 18" CURB & Gtr 153.92'. AP I "1"+31.46, 43.46' L SAWCUT 153I42', FL, GB 11"+38.10, 52.31' L 153.22', FL H'+34.19, 57.94' L END 1S" CURB & OF, Beg Conc CURB RAMP I S HIGUERA STAND ELKS LN -NORTHWEST CORNER (CASE G MOD) III 68 1:5 Z J fl cf) U) Y fw Z W O co aQ U H Es Z� Q CD O � = U U) a re � snn rvsa Emp 617Z..N.. 0061L01iL0Ei£U(6 GRA-20 42 Of 94 WALLACE GROUP,,, S N/GUERA s H" � ss+Oo r L 95+50 Z 94+50 J U) 154.22' EC 0 {— J "H"+03.81, 14.46' R 154.65'. AP LU Z SAWCUT 53.76', FL 0 LU 15 SC ' FL CU & Gtr53Conc SW H H"+89.98, 1E.ST' R — LLI H &Gtr53Conc SW H 91 .0], u SAWCUT J Q u Beg 79.60,URB BRAMP '+ cRCURB RAMP a 154.52•, AP C) w a Z __ __ _ _SAWCUT —___ 0.21'+SAWCUT 154.05', FL H'+48.59, 13.6i' R H'+63.02, 24.55' R H'+3 o + 153.T1. FL +9T.33, 25.18' R ---- — 154.34', EC EN +60.25, 14.56' R O UI Q m H 45.53, 26.49 R END _ _ _ — _ __ __ _____ _ _ _ —24 RB END z4 cu — H' BOB Conc CURD RAMP H fi3.31 2i.04' R 154.20', Al 153.64•, FL, PCC g 24' CURB & Gtr, Conc SW _-- NO Conc CURB RAMP H WCUT / l w Z SAWCUT , 1fi.46' R� —Beg 24' CU B & Gt r, Lonc sW 1s4.10', FL, E LU L _ N _________________ H __ _ _ __ _ _ — NN "H"+54.6fi, 25.06' R 154.02', FL _-- w � LL w _______________ _ % 154—m "+57.04, 26.8 T' R — __-- — -- — --- _ 154.25', BC _ ff6^T "H"+08.29, 15.97' R' \\ EP I = U V E.!.+ EP SAWCUT FL 24"Cuae a c+r I _ 4".'�•`',,,' .SIP 4° r I 1.p`oL a END I Beg HConc SW, CONFORM 5___"_ - °,tom+` IP V+� 4�--------------- -------a»�` •W •iM1.,. �Y ���. �.�d 1�1 ':•�i'� m ENDNC' I Beg__ _ - ____ __ Conc CONFORM A o, i_______-- 24' BWURB9& Gt 1', FL, PLC uP ,,I ` ? m _ _--- • ., 'S5 ° °°P°o - _____ I l f � d 'H'+]9.02, 24. ]1' R 153.96', FL, PCC1.^~"4.�,'16 �I A ' •A �•':' l��{� � ��H"+41.81. 26.35' RI--- -�_ of +II;:L',•i: l,A '' — , 5•. ; `��I 1 R/w-156• Vert CURB (SEE DETAIL / +90.98, 20.65' Rlll �h�h0 H"+\1 .815426. T1 FR %— ' ��11-'/� �Iw i1 P•' •i i• _ _ — / \ -- — ---- / /�\\ 1 ---___ _ m _ / ON SHEET GRA-20-- — — ENB Vert CURB — / i i \ / / — ��_— —__-- / !\\\\ p 154.29' SW -- — ,'H'+84.02, %114' R / / 51.61,1P-42', SW, GBi / I -- 'H"+40.58, 32.30' R GRAD INC LIMITS (TYP) _ — .�y9' 60 'H'+51 .6 ], 30.33' H / _ \ i -- ----- — --__� / 154.2]', BW, GB — _ / H'+51 .58, 32.45' R 153.99', .51 GB — j _ +56.93, 30.49' R ---_— a --- Beg vert cuae--------------- — - -- _,i 'H' _ _ — SW, AP i __—_+85. ]4 _20.51_ R —_— 154.06', FL, GB / i� ��_"H"+68.35, 27.15' R 154.69' SW �\ \ �FP pHMIIE$pecEm� i e / No. W .-- _ S HIGUERA STAND ELKS LN -EAST SIDE (CASE B) � S HIGUERA STAND ELKS LN -EAST SIDE (CASE B) ors F of cA�M°� EMP ESMH GRAPHIC SCALE 61 n7 GGEnnon a 0061LNi.OEi.EU(6 (IN FEET) GRA-21 43 Of 94 STA 167+42, 39.30' LT STA 167+72. 47.80' LT 158.1BW (158.423 TC) A SIGN \\ WM A STA 168+50, 39.90' LT 0 ' CF (157.80± FS) STA 1 fi]+74, 47.80' LT 158.38 BW _ STA 167+37, 39.80' LT JOIN EX CURB (157.88±LIP) _ - - \ STA 168+43. 39ATLT .sy 0'CF ,1� 158.17 BW STA 167+62, 39.30' LT 158.39 TC STA 167+70, 45.02' LT - - - - - / - - - sr sBJ STA 188+(I5 .32± C) (758.32±TC) \ 158.58 158.35 TC FS 157.52 FS 158.04 TC STA 167+76, 47.80' LT (157.82. FS) STA 168+36, 38.98' IT STA 1 fi7+31. 39.80' LT STA i 67+52, 39.30' LT 157.74 FS 2'� (157.89t FS) JOIN EX 158.39 TC. `� (158.15±BW) 158.29 TC STA 167+68, 41.5T LT 157.87 FS TELE MH A JOIN EX 7 157,54 FS 158.20 TC 1.7 STA 187+76, 37.80' LT (157.63±FS) \ STA 168+.. 40.63' LT STA 167+31, 32 00 LT (157.96±TC) 5 157.66 FS - C STA ifi7+78, 37.80'LT R/VJ \ 4BW) 5 JOIN EX (157.33±FL) (157.40± LIP) - R �. % (157.fi5t FS) 8 STA 167+78, 35.80' LT ICV A 7 fi.5' 3.5 JOIN EX C&G, SW 5' 10' 10' _ (157.83±LIP) - 761 A - �" O 8.4% 00 ° - ° - OO ° :" O II STA 167+78, 32.60'LT STA 168+20, 31.99' LT (157.61±FL) EMI O •� _ - O,g J O O 04,- - _ - - �_;_ -4--- --(157.48±FL)----""-_"- 0.9% - o'_as-o.z% _ � _ _ o.a°r " a.a%� - os%� -Iss)�' v ate_ - N q 6• - STA 167+78, 30.00' LT - V I \ 58 _ _� STA 32.85 LT l U STA 167+31,28.00'LT� - - - 11 - - - (157.57t FS) fi - - 157.673 LIP ( ) - - - - - - - CROSS GUTTER A - - - -11581 - ------- �11 STA ifi8+20, 29.99' LT - - - - - - --�! STA 188+36, 32.27' LT - _ 2 ft TC, 6 (157.82±FLI (157.98± LIP) (n O Z I Z - - - - - - - STA 167+78, 28.00' LT (157.70± LIP) 157.76 FL JOIN EX C&G, SW LLB W STA 167+37, 32.00' LT STA 187+74135.80' LT (157.80± FS) STA 29.15' LT w N 157. 3 T L 157.36 FL FPS C 157.59 LIP STA 168+(I5 S) STA (157.90± FS) 188+38, 31.49' LT 157.75 FL 09± FS, (158.09±FS) Z Z TELE MH C STA 167+74, 32.60' LT 157.47 FL .909 157.88 LIP STA 188+50, 32.42' LT (U) O (n J O_ J STA 167+52, 32.00' LT, BCR MADONNA RD STA ifi8+44, 37.99'LT28 c) w STA 167+42, 32.00'LT 158.07 TC 157.42 FL 157.54 LIP STA ifi7+74, 30.00' LT STA 168+36, 8.00± LT TC 15780 FL 157.78 TC Z U Q p 157.40 FL 157.65 LIP (i58.00±FS) 157908 IP C EPB LU Q WV C SL POLE A 4 W a (D p c �1 MADONNA RD AT CALTRANS MAINTENANCE YARD ENTRANCE -SOUTHWEST CORNER (CASE CM)�' �1 MADONNA RD AT CALTRANS MAINTENANCE YARD ENTRANCE -NORTHWEST CORNER (CASE CM)ti C_J O = U Z o A SL POLE rC MADONNA RD STA 166+13,32.38'RT 158.09 TC 157.42 FL STA 166+18, 32.70' RT 158.12 TC 157.45 FL STA 166,08, 32.06' RTNOTE ECR 4 STA 168+24, 28.04' RT (157.92± FS) 157.73 TC STA 166+01, 32.60, RT 157.21 FL 7LIP 5 CONSTRUCTION NOTES 157.4- _ _ - STA166+23.33.03RT - (158.04±TC) _ STA 165+85, 33.77' RT 6 (,sbl (157.48t FL) (157.55± LIP) CONSTRUCT CURB AND 18' GUTTER, UNLESS OTHERWISE NOTED, PER CITY END STD 4030 (157.81±FS) JOIN EX C&G, SW OS CONSTRUCT SIDEWALK SECTION PER CITY ENG STD 4110 E �5 1.6%-- 0.6% -0.8% 'O - _ 7.3 % - b _ V A SIGN © CONSTRUCT 10' AC PLUG PER CITY ENG STD 4110 CONSTRUCT CURB RAMP PER C S STD PLAN ABBA � AND CITY STD 4440 (CASE PER PLANS) p 10.9' to o_ lp f IN m I4%-8 0.4%woo.2%- _ 12' 5' 5' 11 CONSTRUCT CROSS GUTTER PER CITY ENG STD 4310 DISPOSITION NOTES ❑A PROTECT IN PLACE (ITEM AS INDICATED) �NE55 - - - - - - - - - © ADJUST TO GRADE (ITEM AS INDICATED) STA 165+90, 38.39 RT ((17.B6±TC) (15].08± FL) (157.15±LIP) JOIN EX G G, SW, BW / / STA 166+01, 39.09' RT L 15B.19 TC \ 157.24 FS STA 186+13, 39.86' RT R)W 158.29 TC STA i6fi+23, 41.01' 158.13 FS (158.1fi±BW) JOIN EX RT NOTES 1. FOR ADDITIONAL SIGN INFORMATION, SEE SHEETS SPM-01 TO SPM-25. 2. FOR ADDITIONAL PULL BOX AND DETECTION LOOP Da axaOVv. s \ EPB C INFORMATION, SEE SHEETS TS-01 TO TS-20. 3. THE CONTRACTOR SHALL TRANSITION (30" MINIMUM) FROM EXISTING CURB AND GUTTER WIDTH TO A 24" \ STA 166+18, 40.19' RT 158.15 BW GUTTER AT CURB RAMP LANDING PER CALTRANS STD PLAN A88A. sE PRO"aSFr: 0" CF LEGEND �1 MADONNA RD AT CALTRANS DISTRICT 5 ENTRANCE -NORTHEAST CORNER (CASE CM) LIMIT OF CURB RAMP (EA) Z001 x1 FUOoGiwrwnox a�zozvzosccnn az.a°y s's belOW. SCALE PLAN SCALE FEET GRA 22 Ca11561ore rou ft. 44Of 94 J 3•-p•� PEXCO CITY POST MODEL EAC, 36' WHITE WITH 2 GREY WRAPS TYP. SIDEWALK 12- MIN GAP FOR DRAINAGE ON BIKE MEDIANS EVERY 25' OR WHERE LLO UTILITY COLLARS CONFLICT WITH MEDIAN. LAYOUTS AND GAPS TO BE CONFIRMED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION O U rc 5� 1 =p MEDIANS > 25' IN LENGTH, ADD FLEX POSTS IN CENTER GUTTER LIP EQUIDISTANT FROM ENDS, OR EVERY 50' O.C. AS SPACE ALLOWS CURB FACE PER � PLAN 1 PAINT MEDIAN NOSE CURBS YELLOW USING RETROREFLECTIVE BEADS R=1.5' TYP. J TYR LAYOUT SEE PLAN SHEETS FOR BEGIN STATION AND OFFSET AT MIDPOINT OF CURVE MEDIAN MEDIAN 15'MIN ISMIN DRIVEWAY O CONCRETE MEDIAN, FINISH PER PLAN ©#4 LONGITUDINAL BAR 94 REBAR AT 4'-0" OC Q R=%• 3 4Y.." SLOPE TO GUTTER R=% 3 2 TYPE A3 MODIFIED CURB (1%-2%) __-r•__r_ -_--_ ANGLED CURB - _ - - - - ON BOTH SIDES ❑] PAVEMENT Nl -'•�A_ - - -':.- -, s_ ..--- SECTION B-B L #4 REBAR AT 4'-0" OC, 12" MIN LENGTH, DRIVEN IN PLACE INSTALLATION NOTES: 1❑ MEDIAN WORK SHALL CONFORM TO TO THE PROVISIONS IN SECTION 73, OF THE STANDARD SPECIFICATIONS. ❑2 TYPE A3 CURB PER CALTRANS 2023 RSP A87A, DOWELLED IN TO EXISTING PAVEMENT SURFACE. F3 CLASS 3 CONCRETE. EXPANSION JOINTS AND WEAKENED PLANE JOINTS PER CITY STD 4110. ® #4 REBAR AT 4'-0.00, 12" MIN. LENGTH, DRIVEN IN PLACE 5� #4 REBAR AT 4'-0.00 © #4 LONGITUDINAL MR �7 PROTECT AC FROM CONCRETE STAINING OR SPILLS �� DOWELED RAISED RIKE MEDIAN SEPARATION NO SCALE :7M. SLOPE 5 DOWEL INTO CONCRETE GUTTER NOTES: n FRAME 4W COLIAL _ 1/2' ■ INSTALL STAMPED CONCRETE MEDIAN PER DETAIL C, SHEET CD-01 o�T ro r o1s / o � GUTTER UNDERDRAIN DETAIL NO SCALE ara below. Call 5erore ro� a�a. STAMPED CONCRETE DETAIL NTS STAMPED CONCRETE NOTES: 1. 4" THICK STAMPED CONCRETE, COLORED DAVIS COLORS SAN DIEGO BUFF (#5237) 2. RIVER ROCK PATTERN 3. INSTALL PER MANUFACTURERS RECOMENDATIONS &STAMPEDCONCRETE NO SCALE (Y (i U �- Q LLI w J (Y U) W U L1 p Q ry LU J_ Lu J d U �7 U -U = U NO— �soz0-zosxo . x'�yuerea� CD-01 45 Of 94 PAVING GRID REMOVE 3" OF EXISTING MATERIAL AND REPLACE WITH 3' OF HMA (SEE NOTE 1 BELOW) (E) AC (DEPTH VARIES) (E) BASE PAVING GRID REMOVE 10' OF NOTES: (N) AC PER DETAIL E, THIS SHEET EXISTING MATERIAL - _ (E) AC (DEPTH VARIES) 1. PLACE 1" MINIMUM LEVELING COURSE (318" AGGREGATE). INSTALL PAVING GRID (E) AC SURFACE 8' (N) PCC AND REPLACE WITHIF -- (E)BASE (GLASGRID 8502, STARGRID G-PS 200-100 OR APPROVED EQUAL) AND 2- MINIMUM SAWCUT 10'OF HMA (RECOMPACT T095%WHERE EXPOSED SURFACE COURSE (1/2"AGGREGATE). (SEE NOTE 1 BELOW) AFTER PAVEMENT REMOVAL WHERE - PRESENT) 2. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENT. - -- - - - - - (E) PCC/' �\�INS NOTES: ALL DOWELS PER (E) SUBGRADE END. STD. 6020, NOTE 7 1. PLACE 8' OF NEW HMA IN TWO LIFTS (3/4" AGGREGATE). INSTALL PAVING GRID SUBGRADE o ~ J (GLASGRID 8502, STARGRID G-PS200-1000RAPPROVED EQUAL)AND2"MINIMUM PCC NOTES: (95%COMPACTION) Lu Q SURFACE COURSE (1/2' AGGREGATE). 1. PORTIONS OF HIGUERA STREET IS PAVED WITH AC OVER PCC BASE w ILL!PAVEME 2. TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT 2. COMPLETELY REMOVE ALL (E) AC PAVEMENT BY MILLING. WHEN MILLING NOTES: 0 PAVEMENT. OPERATION IS BEING PERFORMED, THE MILLING OPERATION SHOULD BE 1. (N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PER SPECIFICATION Q in � ADJUSTED TO AVOID MILLING THE (E) PCC BASE. CONTRACTOR IS RESPONSIBLE 90-1.01B. U w Q TO DETERMINE AND PERFORM APPROPRIATE NUMBER OF PASSES FOR AC REMOVAL. 0- CONCRETE BASE REPAIR ALLOWANCE � W of 10' COLDMILL AND FILL 3. AFTER AC MILLING, UNSTABLE OR FAILING PCC PAVEMENT MAY EXIST. REPLACE F NO SCALE -1 NO SCALE FAILING PCC WITH (N) PCC IN AREAS AUTHORIZED BY THE ENGINEER PRIOR TO AC OVERLAY PER DETAIL F, THIS SHEET a- �7 Z > 4. FOR LOCATIONS OF EXISTING 4' WIDE GUTTER PAN ON HIGUERA ST, SEE DETAIL = O d G, THIS SHEET. �� HMA SURFACE REPAIR NO SCALE REMOVE 3" OF EXISTING MATERIALAND REPLACE WITH 3" OF HMA (N) AC PER DETAIL E, THIS SHEET (E) 4 FOOT PCC GUTTER 18" WIDE AC TAPER SEE NOTE 1 SEE NOTE 2 SAWCUT - - - SEE NOTE 3 NOTES: 1. PROTECT IN -PLACE (E) PCC GUTTER 2. PAVE AC TAPER FROM GUTTER LIP TO EDGE OF TRAVEL LANE. MATCH AC FLUSH WITH GUTTER LIP. 3. DO NOT SAWCUT THROUGH EXISTING CROSS GUTTERS. EXISTING CROSS GUTTERS TO REMAIN MUST BE PROTECTED IN PLACE. CROSS GUTTER TRANSITION PER DETAIL H, THIS SHEET. G, EDGE TAPER DETAIL NO SCALE PROTECT (E) CROSS GUTTER �1 CROSS GUTTER TRANSITION NO SCALE 09 t- rsozl�-zob#o i x eatlwq CD-02 46 Of 94 TRAFFIC CONSTRUCTION NOTES: REMOVE (E) PEDESTRIAN PUSH BUTTON AND INSTALL (N) DETAIL F DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10ae SIGN. REMOVE PER DETAIL WITH RET OREFLECTIVE BACKPLATES WITH A 12" R O RED O RED © ) SIGNAL HEAD AND INSTALL (N) SIGNAL HEAD RED ® RED O RED O 2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. INSTALL (N) AUXILIARY OUTPUT FILE, (N) CMU (EDI MODEL 12" Y O YELLOW O © YELLOW ® a78 SOLID O YELLOW O 2018ECLIP OR APPROVED EQUAL), AND RELATED m6/DVS YELLOW p5 YELLOW APPURTENANCES IN (E) TYPE 332L CONTROLLER CABINET FLASHING nt/OVA NEEDED TO PROVIDE INTENDED SIGNAL WITH PROPOSED SIGNAL PHASING MODIFICATIONS.ERATION 12" G O GREEN II` GREEN © GREEN . YELLOW O GREEN OINSTALLo4/DVD LEFOR PHASE SI IS VIDEO DETECTION EXTE SION MODULLE TO BE FUURNISHED BY CITY. 0 GREEN O YELLOW O INSTALL (N) 2070E CONTROLLER IN (E) 332L CABINET, a0a� O COMPLETE WITH MCCAIN TYPE 2033 PROGRAMMING, GREEN WIRING HARNESS, COMMUNICATIONS MODULE FOR I p _ n W FURNISH AND INSTALL BICYCLE CONNECTION TO COPPER S.I.C., AND ALL OTHER \Hv (UY SIGNAL PER CAMUTCO 4D-112 APPURTENANCES REQUIRED TO PROVIDE INTENDED J AND IWA IA-16, INSTALL OPERATION. REESTABLISH CONNECTIVITY BETWEEN (N) J RIO-108 BICYCLE SIGNAL CONTROLLER AND CITY TRANSPARITY TMS NETWORK. I PLAOVE BELOW BICYCLE SIGNAL MEAD. ON SIGNAL 72 RELOCATE (E) VIDEO DETECTION CAMERA FROM EXISTING I > I POLE' POLE TO PROPOSED POLE. 28 INSTALL OF ICOM MODEL 754 EVP PHASE ` a I SELECTOR AND MODEL 3100 GPS/RADIO UNIT. I t ice► _�-.- - «��,�I�iPi�1 1117mi • •10,00 - - 12 RIW LEGEND INSTALL R10-11 PEDESTRIAN SIGNAL FACE TRAFFIC SIGNAL POLE VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, YELLOW, AND GREEN, SEE DETAILCAND F) VEHICLE SIGNAL FACE (WITH BACKPLATE, SEE DETAIL D AND E) VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, YELLOW AND AN UP GREEN ARROW SECTION, SEE DETAIL A) VEHICLE SIGNAL HEAD CONSISTING OF RED, YELLOW, AND GREEN LEFT ARROW SECTIONS (SEE DETAIL B) ®� CONTROLLER ASSEMBLY EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICAL DETECTION MOUNTED ON MAST ARMS O PULL BOX — - — CONDUIT O SERVICE EQUIPMENT ENCLOSURE .--; TS STANDARD WITH LUMINARE O E%ISTING/PROPOVA EVP VEHICLE &BIKE DETECTION EVA- 02+OS EVB- GB+OVA PROPOSED PEDESTRIAN PUSH BUTTON EVC- 04 • a1, WOW. Call c.rore ro� aID. ❑© 05 06P 06 ? OVA - 02 / 02 04P 04 PROPOSED PHASE DIAGRAM 0 a--- fl 06P* - - - 01(FYA) — 78 ^ V 05 � 06 — OVB OVA - 02 - OVC 02 '04P 04 'HHVVIUL A LEAUINU YLU-IMIAN INILHVAL (LPL) GENERAL NOTES: 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. L 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEERS REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE Q APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 6 ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED W AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. Z Q :5 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, O ~ W EL > Cn BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW W Z O BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW 0 0 Vi REFLECTIVE BORDER PER CALTRANS STANDARD SPECIFICATIONS. O co H o EA 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW U BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE C) W L.L 0 Q EXISTING HARDWARE AND ASSEMBLY. 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY 9 J W acc 2 Q SGNAL NEEDED ACCOMMODATDE SIGNAL HEAD INSTALLATIONS PER THESETING HARDWARE To (D G Q Cn PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING HARDWARE NEEDED TO PROVIDE INTENDED = O (, INSTALLATION. Cn W 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH BUTTONS (PPB) SHALL BE 2-WIRE POLAR" INS OR 0 APPROVED EQUAL WITH R10Se SIGN. ALL PUSH BUTTONS SHALL BE INSTALLED AT A HEIGHT AND LOCATION THAT = CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA En MUTCD. 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL IBE THE CONTRACTORS RESPONSIBILITY TO PROVDE THE _ APPROPRIATE NUMBER OF CONDUCTORS REQU RED FOR THE INTENDED OPERATION. 3 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITYS SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY _ CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. - 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. oe xxe�v 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURERS REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I. E. MCCAIN/SWARCO, ITERIS, POLARA, ETC.)JG c 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, ' CONTRACTOR IS RESPONSIBLE FOR REMOVING AND SFv' DISPOSING OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18" BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. _ mo Lme o TS-01 sGu[ PLAN SCALE FEEL 47 of 9a CONDUCTOR SCHEDULE �u4[ CIX-0MCiOR DEAwATw NwBER E v 02 SIGNALS 2 2 14 SIGNALS 2 2 2 15 SIGNALS 2 DETECTION, SNS. AND AND-11 SIGN ON OLE A. 16 SIGNALS 2 2 070 SIGNALS I A. A. 1 IOTAL 12-CONWCfOR GHEE 14 6 ] 2 6 3-CONDUCTOR CA$E LB 04PP8 (APS) 2 Q o6PP8 (APS) 2 o2BPR8 (APB) } w -cwoUCTOR CABLE 5 2 z J E.. AND NO PED CROSSING SIGN. IDEO TIw FIB AW EAB O a w z CFI Lu z O O TOTAL NIB AWG CABLES w LU—L O J Q Q WOEO POKER ABLE LI. � wa 2a 20VN(�CHnNG) 2 2 2 2 / Z O ] ] ] 2U C)Lu � w NO ES. A. 10 CONOOCTORS OISNS) 0 EQUIPMENT IN THE ABOVE TABLE IS EXISTING UNLESS OMERwSE NOTED. No, 10 4ONAL COMMON ALL POLE LOCATIONS SHOWN ON IN) INDICATES NEW POLE. THESE PLANS ARE APPROXIMATE. En (RE)INDICATES RELOCATE POLE TO NEW LOCATION. TORS (SE -I (%)INDICATES POLE REMOVED (E) EXISTING POLE AND EQUIPMENT TO REMAIN EW CABLES EYH EVC TOTAL — CABLES ] ] OC w� -� CATS CABLE m ¢ E CONWIi AZf (INMf5) 2-<- 1 1 1 2 3 COrWIT FILL (X) 15 1 24 25 19 NOTFP' I REMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND CONDUCTORS PER CITY STANDARD SPECIFICATIONS. UNLESS OTHERWISE NOTED. EC R � EXISTING CONDUIT (CONDUIT SIZE TO BE FIELD VERIFIED BY CONTRACTOR)- - y¢ NEW CONDUIT NEWFOCWHEREBE APPLICPBLE POLE LOCATION DETAIL (HOT TQ SCALEI °a 1p jG R OFr: TS-02 ara below. Call cRrore rol, alB. 48 Of 94 �a Imillimillilimmommil TRAFFIC CONSTRUCTION NOTES: DETAIL A REMOVE (E) PEDESTRIAN PUSH BUTTON AND INSTALL (N) ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10ae SIGN. REMOVE PRESENCE DETECTION LOOPS AND INSTALL TYPE D AND TYPE C LOOP PER DETAIL B 12 R O ❑e INSTALL BIKE PRESENCE DETECTION LOOPS PER CALTRANS STD. PLAN ES- B. t2' Y O f0 INSTALL TYPE 5 PULL BOX. 17REMOVE EXISTING PUSH BUTTON. 12 G O 18 REMOVE (E) PEDESTRIAN PUSH BUTTON AND ALL ASSOCIATED MOUNTING EQUIPMENT FROM (E) TRAFFIC SIGNAL POLE. PLUG AND SEAL ANY HOLES LEFT FROM PREVIOUS MOUNTING. INSTALL (N) ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10-3e SIGN ON (N) FEB POST. 19 INSTALL A NEW STANDARD 3-SECTION TRAFFIC SIGNAL HEAD PER DETAIL ATHIS SHEET. 212U (......., _ _ 212L 1 RIW LEGEND PEDESTRIAN SIGNAL FACE TRAFFIC SIGNAL POLE VEHICLE SIGNAL FACE (WITH BACKPLATE, 3 YELLOW, AND GREEN) VEHICLE SIGNAL HEAD CONSISTING OF RE[ GREEN LEFT ARROW SECTIONS ®� CONTROLLER ASSEMBLY r EMERGENCY VEHICLE PRE-EMPTION(EVP), DETECTION MOUNTED ON MAST ARMS O PULL BOX CONDUIT O SERVICE EQUIPMENT ENCLOSURE o--; TS STANDARD WITH LUMINARE O VEHICLE & BIKE DETECTION • PROPOSED PEDESTRIAN PUSH BUTTON EXISTING/PROPOSED EVP EVA- 02 EVC- 06/1 EXISTING/PROPOSED PHASE DIAGRAM 06 � 06 •1 02 a--- p •02P Y Y '08P 08 '08P *PROVIDE A LEADING PEDESTRIAN INTERVAL (LPI) RV 6J2L 1,1211 GENERAL NOTES: 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEERS REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BYTHE ENGINEER PRIOR TO INSTALLATION. 6. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW REFLECTIVE BORDER PER CALTRANS STANDARD SPECIFICATIONS. 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE EXISTING HARDWARE AND ASSEMBLY. 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY SIGNAL HEAD MOUNTING HARDWARE NEEDED TO ACCOMMODATE SIGNAL HEAD INSTALLATIONS PER THESE PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING HARDWARE NEEDED TO PROVIDE INTENDED INSTALLATION. 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH BUTTONS (PPB) SHALL BE 2-WIRE POLARA INS OR APPROVED EQUAL WITH R10-3e SIGN. ALL PUSH BUTTONS SHALL BE INSTALLED AT A HEIGHT AND LOCATION THAT CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA MUTCD. 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 FRAUD ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITYS SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURERS REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I.E. MCCAIN/SWARCO, ITERIS, POLARA, ETC.) 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18' BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. sruE PLAN SCALE FEET I of 0� W W 0co UW 9 w W W J D d C� 0 0 0 Z Z CL � Z 0m Q Cn U p LL ZQ 0 F 0 U) Q Z W g C7 Tn TS-03 49 Of 94 CONDUCTOR SCHEDULE �u4[ coxoucTON oEs�cxaTiax Aux xuMefa � �� E QUE .IfsICNAESR c 2 z .2 SIC ALS .6 SIGNALS 3 2 m8 SIGNAL$ 5 5 2 02P 2 2 .BP 4 4 1 2 6 3-Cb UCTOR CABLE TS 12PPB (APS) 2 2 .BPPB (APS) 2 i01AL }COxDUCigt CABLE 6 8 212,1 up1 E16 — CABLE Q EOBUPMENT IN THE ABOVE TABLE IS EXISTING UNLESS OTHERWISE NOTED. z Z ALL POLE LOCATIONS SNONN ON THESE PLANS ARE APPROXIMATE. Q (N) INDICATES NEW POLE. (RE)INDICATES RELOCATE POLE TO NEW LOCATION.of (%)INDICATES POLE REMOVED lAL P1. Awc caBLLs 2 2 �_ w Z of (E) EXISTING POLE AND ECUIPMENT TO REMAIN 0 m c U N to (ualWxc)414z 2 U W LL Z -PM., BBxO NRE QN ~ 0 Q T.- xO IB 6 6 3 3 w w 2 En MC PB 2 2 a- J Q UI � Z w P. 6 caxoucloRs tsfaWx> = U � � fw CABLES U fvA (n fv8 E. E. CAT5 CABLE CWDUI 4Zf (NCIrt57 2-3" 2_S 2- 3' 3' oc CCDuI nu (R) NR NR 32R 2= 16R , m NOEL REMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND L CONDUCTORS PER CITY STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. ¢ ExIBDNC CONDUIT (CONDUIT SIZE TO BE FIELD VERIFIED BY CONTRACTOR) Q NEW CONDUIT NEWF.-ERE PPLI BLE POLE LOCATION DETAIL °xE�v (NOT TD BCALE) 1p jG xo SFr: zozvzo6esic�suc�ma�Ra m.B .r, below. TS-04 Call c.mre roxa�D. 50 of 94 I DETAIL A I I 12" R O 12' Y O O12' C I I I 214L ' + — RA I I I I PROTECT IN PLACE EXISTING SIGN -R49(CA)- ON TRAFFIC SIGNAL POLE I • RIW 04 a [ I b02 1 47+00 ................................................ 212U1 ............................................... . 212L 04 19 PROTECT IN PLACE EXISTING SIGN 'R49(QA)' ON TRAFFIC SIGNAL POLE PEDESTRIAN SIGNAL FACE o TRAFFIC SIGNAL POLE VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, YELLOW, AND GREEN) ®� CONTROLLER ASSEMBLY EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICAL ~ DETECTION MOUNTED ON MAST ARMS 0 PULL BOX — - CONDUIT SERVICE EQUIPMENT ENCLOSURE 'Oyy TS STANDARD WITH LUMINARE O VEHICLE 8 BIKE DETECTION • PROPOSED PEDESTRIAN PUSH BUTTON VEHICLE SIGNAL HEAD CONSISTING OF RED, YELLOW, AND GREEN LEFT ARROW SECTIONS EXISTING/PROPOSED EVP EVA- 0215 EVC - 06 • ara below. Call c.rore ro� a�9. TRAFFIC CONSTRUCTION NOTES: GENERAL NOTES: _ I MAINTAIN (E)SIGNAL HEAD AND INSTALL (N)� 1. THISPLAN ISACCURATE FOR SIGNAL WORK ONLY. RETROREFLECTIVEBACKPLATES WITH A2-INCH YELLOW 2. THE LOCATION ALL EXISTING UNDERGROUNDSHALITI ES �1� [ REFLECTIVE TAPE ALONG BORDER. IS APPROXIMATE OXIMATF THE CONTRACTOR SHALL BE f REMOVE (E) PEDESTRIAN PUSH BUTTON AND INSTALL VERIFYING RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10-3e SIGN. N. DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT REMOVE PRESENCE DETECTION LOOPS AND INSTALL TYPE UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR D AND TYPE C LOOP PER DETAIL B SHALL RESTORE ANY UTILITY PER CITY ENGINEER'S ❑INSTALL e BIKE PRESENCE DETECTION LOOPS PER CALTRANS REQUIREMENT. STD. PLAN ESSB. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND INSTALL PEDESTRIAN PUSH BUTTON EXTENDER. PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL 78 CONTRACTOR TO VERIFY CORRECT LENGTH REQUIRED. POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. REMOVE (E) PEDESTRIAN PUSH BUTTON AND ALL 16 ASSOCIATED MOUNTING EQUIPMENT FROM (E) TRAFFIC 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH SIGNAL POLE. PLUG AND SEAL ANY HOLES LEFT FROM THE LATEST EDITIONS OF THE CITY STANDARD PREVIOUS MOUNTING. INSTALL (N) ACCESSIBLE PEDESTRIAN SPECIFICATIONS AND ENGINEERING STANDARDS, PLANS AND RD SAND DTHE PUSH BUTTON WITH R10-3e SIGN ON (N) PPS POST. CALIFORNIA MUTCD, SPECCALTIFICATIONS,, TNS HED 79 INSTALL A NEW STANDARD 3-SECTION TRAFFIC SIGNAL PROJECT SPECIAL PROVISIONS. HEAD PER DETAIL A THIS SHEET. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE p6 REMOVE AND REPLACE STREET NAME SIGN ON MAST ARM PER CITY STD 7250. APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL GI ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION 6. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED c) AND INSTALLED BY THE CONTRACTOR, UNLESS Z PJW OTHERWISE NOTED HEREIN. (n g - - - - - - - - - - - 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED O L~ a Q MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, Q Z Z = BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW Lu I` ® BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW w 0 9 . ......... _ REFLECTIVE BORDER PER CALTRANS STANDARD 6J2L S HIGUERA ST _ _ = _ 6J4L SPECIFICATIONS. O c Q - -- . � 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW (� L)_I L.L Z ............... 16J4U BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL — Q HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE 0 F "'111� _ o _ EXISTING HARDWARE AND ASSEMBLY. J 0 ...................................... - 0 (n 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY Lu a SIGNAL HEAD MOUNTING HARDWARE NEEDED TO _J ACCOMMODATE SIGNAL HEAD INSTALLATIONS PER THESE �I Q LIJ _ PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING Q Z 25 HARDWARE NEEDED TO PROVIDE INTENDED = U 9 Ur INSTALLATION. 2 ._. - 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH Tn O NJ f BUTTONS (PPB) SHALL BE 2-WIRE POLARA UT OR NS APPROVED EQUAL WITH A HEIGHT SIGN. ALL PUSH BUTTONS p 1c SHALL BE INSTALLED AT I HEIGHT AND LOCATION THAT CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA - MUTCD. 2 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE 1 APPROVED BY THE CITY PRIOR TO PROCUREMENT. �^5\ 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE . _ \ 2 i6 WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE _ w APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. p 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. \ - - - - - — 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO / RIW ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITYS SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE / CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE / PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER / PROGRAMMING, AS NEEDED. � axa�v 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE c 1 MANUFACTURER'S REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I. E. MCCAIN/SWARCO, ITERIS, POLARA, ETC.) JG EXISTING/PROPOSED PHASE DIAGRAM 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, ' CONTRACTOR IS RESPONSIBLE FOR REMOVING AND SFv' DISPOSING OF EXISTING POLE, AND DEMOLISHING 02 02 4 EXISTING FOUNDATION TO A DEPTH 18" BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. , OS � 06 zao one o • a fl 06P ,y y 04 04 "04P •PKOVIUL A LLAVIN4 PEULSIKIAN INILKVAL (LPI) TS-05 sru[ PLAN SCALE F[rI St of 94 PALE AND EQUIPMENT SCHEDULE STANDARD VEHICLE SIGNAL PEO APS FOUNDATION WOEO INTERNALLY ILLUMINATED ARE VERBAL MESSAGE POLE POLE LED DETAIL STII. OETECWW SYSTEM STREET L«'" SPECIAL REWIREYENTS TYPE M A. M.A. MAST PIVY POLE 0 ARROWWATT)D(VOS)AWBEINGMESSAGE STREET MTG a MTG m CROSSED 'B"23-•-129 35' - 2-MAS2Sv-2-TA 2REMOE (E) BACK PLATES. INSTALL (N) BACK PLATE(E) "NO4PEDE6TiKANCR054NG dGNA USE CROSSWALK SW TO REMAINO1-ATV-I-TREMOVE (E) BACN RATES, MSTA CONDUCTOR SCHEDULE DDmDR DE6IGNATIDN EA. 3 04 SIGNALS 3 3 3 2 2 m6 SIGNALS 3 3 2 2 m2P 2 2 CTOR UE IS PBU(APS)� 2 2 1 4PPB (APS) 2 2 TOTAL T-CONDUCTOR CABLE 2 2 WDEO ON 216 AWG CABLE Z g o NDTES. TOTAL 06 A. CABLES 2 2 0 a Q EQUIPMENT IN THE ABOVE TABLE 15 EXISTING UNLESS OTHERWISE NOTED. Q Lu Z Z ALL POLE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. OLC % W Q I T LNL L�L Q N. 102ov (UfX1m10) 2 2 LOL co W U Z ,.WENT BORD MRf I I w LL Q TOTAL NO, 103 3 L w 0 m CONDUCTORS OUNS) LU a J e. 6 CDNDUCLOR6 (6ERVCE) Z LL1 EV9 CARIES = O g EVA U) f 6 Tn fVY ELO TOTAL ENR CABLES2 2 CATS CABLE CONDUIT SIZE (INCHES) 2-3" 2-}" 3 2 2 3 2 2 CONDUT RM (R) 26R 20R 22R 33R 229 IBR IBR oC r RENOMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND m CONDUCTORS PER CITY STANDARD SPECIFICATIONS. UNLESS OTHERWISE NOTED. ¢ E a L',EXISTING CONDUIT (CONDUIT SIZE TO BE FIELD VERIFIED BY CONTRACTOR) / / +r A 1 q 1 QNEW CONDUIT yQ '- II�-`- ECR '- II`r - I— Q 1 BGR tM NE.F.-PRE PPLICARBE LE POLE LOCATION DETAIL °a aRa�Y (NOT TO SCALE) 1p jG Hro EFr: L-c- TS-06 52 of 94 Lcl L (N) BACK RATESREMOVE (E) PUSX BUTTON. REMOVE (E) BACN PLATES. INSTAL1-ATV-3-T• 4 L - - - - - - - - (N) BACK BUT O 19-2-129 25' 12' MAS 6 SV-1-i 6 6 SP-I-T 4 L LED - - XIWERA Si TO CROSS HIWERn." - REMOVE (E) BACK PUTES. INSTALL (N) BACK TRAFFIC CONSTRUCTION NOTES: REMOVE (E) PEDESTRIAN PUSH BUTTON AND INSTALL (N) ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10-3e SIGN. ❑3 REMOVE (E) SIGNAL HEAD AND INSTALL (N) SIGNAL HEAD PER DETAILA WITH RETROREFLECTIVE BACKPLATES WITH A 2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. REMOVE PRESENCE DETECTION LOOPS AND INSTALL TYPE D AND TYPE C LOOP PER DETAIL B 17 REMOVE EXISTING PUSH BUTTON. 18 REMOVE (E) PEDESTRIAN PUSH BUTTON AND ALL ASSOCIATED MOUNTING EQUIPMENT FROM (E) TRAFFIC SIGNAL POLE. PLUG AND SEAL ANY HOLES LEFT FROM PREVIOUS MOUNTING. INSTALL IN) ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10-3e SIGN ON (N) PPB POST. REMOVE (E) SIGNAL HEAD AND INSTALL IN) SIGNAL HEAD PER DETAIL B WITH RETROREFLECTIVE BACKPLATES WITH A 2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. 21 REMOVE (E) PEDESTRIAN PUSH BUTTON AND ALL ASSOCIATED MOUNTING EQUIPMENT FROM (E) TRAFFIC SIGNAL POLE. PLUG AND SEAL ANY HOLES LEFT FROM PREVIOUS MOUNTING. INSTALL (N) ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10-3e SIGN WITH NEW ORIENTATION ON (E) TRAFFIC SIGNAL POLE. 2E REMOVE AND REPLACE STREET NAME SIGN ON MAST ARM PER CITY STD 7250. 28 INSTALL OPTICOM MODEL 764 EVP PHASE SELECTOR AND MODEL 3100 GPS/RADIO UNIT. OINSTALL NEW 3COND PEDESTRIAN CABLE IN EXISTING FOR PHASE 2 PPB. Fl J I 1 �� .. P DETAIL A DETAIL B 12. R 12' Y 12" G O O O RED YELLOW GREEN GREEN O O O m I,.. RM' RAN A 06P . - D 21 - RW RW YS e e ^ ao e e f w � m6 2 3 9 � � .......................................................L 3 08 .......................................................: — e _ . 6J4' - m S HIGUERA sae ST 21 06 6J4UI b 212U 214U ]oao0 ' 8 s 0 25 6.130• 212E - 214L1 ;.......; Q:................................................O�I�..... G G ti 3 20 'e 0 Y 2 e e e - vow' _ v e e e e - - - - 0$ - - - - RN RNJ O 04P �, ,_ - j mzP - / P/ O RM ,e r H ] O 6 I 3 < z 28 LEGEND 2 29 23' 24 1 � PEDESTRIAN SIGNAL FACE iT m TRAFFIC SIGNAL POLE 1 84 VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, 1 YELLOW, AND GREEN, SEE DETAIL A) w ®� CONTROLLER ASSEMBLY I EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICAL ~ DETECTION MOUNTED ON MAST ARMS 1 Q 1 O PULL BOX I 1 — - CONDUIT I I O SERVICE EQUIPMENT ENCLOSURE (.� m-- TS STANDARD WITH LUMINARE 1 Qi 1 O VEHICLE 8 BIKE DETECTION PROPOSED PEDESTRIAN PUSH BUTTON I C C I �.}•► VEHICLE SIGNAL HEAD CONSISTING OF RED, YELLOW, AND t� GREEN LEFT ARROW SECTIONS (SEE DETAIL B) PROPOSED PHASE DIAGRAM ara below. Call 6mrore ro� a�9. 06P• 4 4 06 02 h V 11 h V *02P 08 *08P •04P 04 'PROVIDE A LEADING PEDESTRIAN INTERVAL (UPI) EXISTING/PROPOSED EVP EVA- 02 EVB- 06 GENERAL NOTES: Z 1. THIS PLAN ISACCURATEFORSIGNALWORKONLY. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES E IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE j' f RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEER'S REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BYTHE ENGINEERPRIORTO INSTALLATION. ll.l > 6. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED Q AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. U) Z Q g F O ~ ir _ RhY _ — - ]. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, 0 LLI Z Q BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW LLI O 0 - - - - _ s e e v e ".I REFLECTIVE BORDER PER CALTRANS STANDARD H Q 6J2L SPECIFICATIONS. O I J p 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW () W LL Q / 6J2U BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE 0 Q _ EXISTING HARDWARE AND ASSEMBLY. LLI O —~— _ 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY w 0MOUTING U) HARDWARE NEEDED TOc- ACCOMMODATDE S GNAN HEAD INSTALLATIONS PER THESE G Q PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING C Z Lu HARDWARE NEEDED TO PROVIDE INTENDED = 9 � INSTALLATION. U IL. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH = BUTTONS (PPB) SHALL BE 2-WIRE POLARA INS OR APPROVED EQUAL WITH R10-3e SIGN. ALL PUSH BUTTONS C/) _ _ _ SHALL BE INSTALLED AT A HEIGHT AND LOCATION THAT RI - - - — CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA MUTCD. 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE 1ip� COORDINATED AND APPROVED TY THE CITYS SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY �. CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE L TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. M 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURERS REPRESENTATIVE AVAILABLE AT THE F TIME OF INSTALLATION, AS NEEDED (LE. MCCAIN/SWARCO, ITERIS, POLARA, ETC.) wA me 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18" BELOW SURFACE, /:OI UNLESS OTHERWISE APPROVED BY THE ENGINEER. TS-07 sGUE PLANISCALE FEET 53 Of g4 CONDUCTOR SCHEDULE CID"; [ GucTGa DLSIcx.nox aux xwfifa E IBUE IS C12CSIGNALSR C 3 3 2 2 2 04 SIGNALS 2 2 06 SIGNALS 3 3 2 PS SIGNALS 2 2 2 2 02P 2 2 0P 2 2 m6P 2 2 2 HIP 2 2 TOTAL 12-CONOUG- CABLE 1B 18 5 1 2 9 5 4 AVE, WALK}02PPBU(AP8)CAe $2 PPB (APS) 2 2 06PPB (APS) 2 2 2 j 0BPP8 (APS) 2 2 a Z TOTAL 3- DUC— CABLE 8 8 2 2 � J WKO OfRCTW fl6 AWG CABLf 0 w a s2 LLI Z 0 DIAL fls AwG CABLES 2 2 Q VJ 0 U W LL Z Q W 0 F W D (n No. 10 CONDOCTOR6 1 1 // F�. Q M(MGXTNG) 2 2 2 2 V U Z LLI BOND WIRE 2 2 = (% L TOTAL No IG6 3 3 T� o. 10 CONOOCipiS (05N5) (n NO 6 CONDUCTOR (SERWCE) EWPMENT IN THE ABOVE TABLE IS EXISTING UNLESS OTHERWISE NOTED, ALL POLE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. fV0 OC TOTAL EVP, r CAT5 CABLE - m ¢ E (INCHES) 2' 2' 2-S 2-3" 3' T J -I- -I OGN-T FLL (q 1S 3S JOR 32S IDS BS 8R 32. 16S 12S rAT-A A N I REMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND Ec CONDUCTORS. UNLESS OTHERWISE NOTED. I +Q R ENI CONDUIT (CONDUIT 51H TO BE FIELD VERIFIED By CONTRACTOR) I— —F-L NEW CONDUIT L DG, BM NEWFOCWHERE APPLICABLE POLE LOCATION DETAIL °N mNE�y (NOT To SCALE) jG Hro SFr: • 2J41E2—SIG M i Ave Avg firm below. TS-08 Call ca ,-'. 54 of 94 POLE AND EQUIPMENT SCHEDULE STANDARD VEHICLE SIGNAL PED SIGNILL APS LEO fWNOATIW WDEO OETECIIW INTERN-1 UM NAiEU APS OERBAL MESSAGE ROLE DETAIL S1D. SYSTEM 5T E POLE LOC. SI'EpAA REWIREMENTS TYPE M �. U.I. A51 PAM MTG e POLE MTO m MTG ARROW STREET CROSSED MESSAGE (WATT) DWG (wS) NAM A(IINS)GN A F. HIGUERA Si. O 19-4-]0 J0� 12' 2-MAs 6 6 SV-1-i 6 6 SP-1-T 4 L ]OW - - - HIGUERA Si WALK SIGN s ON TO - - REMOVE (E) PUSH BUiiW, MSTALL (N) All PUSH BUTTON; REMOVE SIGNAL CRO55 HIGUERA ST (E) SIGNAL READS INSTALL (N) HEADS O PPB POST (N) - - - - - - - - 6 R MARGARITA MARGARITA AVE, WALK IS ON - - INSTALL NEW POLE WIiX APS PUSH BVTTW i0NCR055 MARGARITA AVE © 1-A - - - - - - 4 iP-1-T - - - - - - - - - - REM VE PUSH (N) GENERAL NOTES 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIORTO START OF WORK. CONTACT UNDERGROUND SERVICE ALERTAT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEER'S REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. SIGNAL SHALL BE INSTALLED AND TESTED PER 2023 STATE OF CALIFORNIA STANDARD PLANS (SSP) AND SPECIFICATIONS (SSS), 2025 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, AND THE SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREON ARE APPROXIMATE, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO SAW CUTTING AND/OR INSTALLING NEW SIDEWALK. 6. CONCRETE CUTTING AND SIDEWALK REPAIRSHALLBEPERCITYSTD4910. 7. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8. TRAFFIC SIGNAL POLES AND OTHER EQUIPMENT SHALL BE COLOR COATED DARK FOREST GREEN PER CITY SPECIFICATION 87-1.03J(1)(b). 9. SIGNAL HEADS SHALL BE 12" LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, BACKPLATES, AND BRACKETS SHALL BE METAL. ALL BACKPLATES SHALL INCLUDE A 2" YELLOW REFLECTIVE BORDER PER SSS. PEDESTRIAN SIGNAL HEADS SHALL BE LED AND COUNTDOWN TYPE. 10. ALL SIGNAL STANDARDS (POLES)AND PUSH BUTTON ASSEMBLY POSTS (PBAP) WITH AN ACCESSIBLE PEDESTRIAN SIGNAL (APS) SHALL BE LOCATED SUCH THAT THE FACE IS WITHIN 5' OFFSET OF THE CROSSWALK, NO CLOSER THAN 1.5- TO THE CURB AND NO FARTHER THAN 1Y FROM THE CURB. APS ON THE SAME CORNER SHALL BE OFFSET MINIMUM OF 10'. 11. APS SHALL BE INSTALLED ATA MOUNTING HEIGHT OFAPPROXIMATELV 3.5' BUT NO MORE THAN 4'. AUDIBLE MESSAGE AND BRAILLE MARKING MESSAGE TO BE PROVIDED BY CITY ENGINEER DURING SUBMITTAL REVIEW. 12. THE CONTRACTOR SHALL INSTALL TEXTURED TAPE PER CALIFORNIA TITLE 2411 B-703.7.2.7 ON ALL POLES WITH PEDESTRIAN PUSH BUTTONS. 13. ALL LUMINAIRES SHALL BE TYPE 2 LED PER CITY STANDARD SPECIFICATIONS. ALL TYPE 2 LUMINAIRES SHALL BE CREE GWY-M-A-131_-000-31M-UL-GY-QS WITH FUSE, UTILITY LABEL, PHOTOCELL, AND EXTERNAL WATTAGE LABEL. 14. NEW STREETLIGHTS INSTALLED WITH TRAFFIC SIGNAL SYSTEM SHALL BE WIRED TO METERED BREAKER WITHIN ELECTRICAL SERVICE PEDESTAL. 15. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 16. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 1]. ALL CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 18. ALL 12 AND 3 CONDUCTOR CABLES SHALL BE RUN FROM THE CONTROLLER CABINET TO THE TERMINAL BOX ON EACH POLE WITHOUT SPLICES. 19. ALLCONDUIT BETWEEN A FOUNDATION AND NEAREST PULL BOX SHALL BE 2"PVC. ALL OTHER CONDUIT SHALL BE PVC CONSISTENT WITH UL 651 AND THE CONDUIT SCHEDULE. 20. CONDUIT, PULL BOXES OR OTHER DAMAGED EQUIPMENT SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR. 21. PULL BOXES SHALL BE INSTALLED PER ES -BA AND CITY STANDARD 7520. PULL BOXES SHALL NOT BE INSTALLED WITHIN 1 FOOT OF RAMPS. 22. CONTRACTOR SHALL PROVIDE 3 WEEKS NOTICE TO CITY PRIOR TO SCHEDULING SIGNAL TURN -ON. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CITY STAFF, VENDORS, MANUFACTURERS, AND UTILITIES. 23. THE CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURER'S REPRESENTATIVE FROM ITERIS POLARA MCCAIN AND OTHERS AS APPLICABLE AT TURN -ON. 24. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED BY THE CITY'S SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. 25. THE CONTRACTOR SHALL MEASURE THE DIMENSIONS OF THE VIDEO DETECTION ZONES AND MARK THE CORNERS WITH CONES BEFORE DRAWING THE DETECTION ZONES. TYPICAL DIMENSION$:8' X 50' FORSTOP BAR ZONES, FULL WIDTH OF BIKE LANE X 8' FOR BIKE ZONES, & X 6' FOR ADVANCE ZONES, AND FULL DIMENSIONS OF BICYCLE TURN BOXES. 26. SIGNAL TIMINGS TO BE PROGRAMMED IN CONTROLLER BY CITY PRIOR TO TURN -ON. CONSTRUCTION NOTES / ❑1 INSTALL TYPE 332LS CABINET PER SSP ES-3C. CABINETS SHALL INCLUDE ALL ITEMS REQUIRED IN CITY STANDARD SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS INCLUDING, BUT NOT LIMITED TO MODEL 2070E CONTROLLER, 2D33 PROGRAMMING, OPTICOM MODEL 764 PHASE SELECTOR, OPTICOM MODEL 3100 GPS/RADIO UNIT, EDI MODEL 2018KCUP CIVIL, COMMUNICATION MODULE FOR WIRELESS SIGNAL INTERCONNECT, 16-PORT GIGABIT ETHERNET SWITCH ...NET AND OTHER APPURTENANCES NECESSARY OR APPROVED EQUALS FOR A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL SYSTEM. / 1 2 INSTALL COMPLETE ITERIS VANTAGE APEX VIDEO DETECTION SYSTEM RACK MOUNT IN CONTROLLER CABINET. THE SYSTEM SHALL INCLUDE CABINET INTERFACE POWER INJECTOR INPUT/OUTPUT EXTENSION MODULES, CABLES, SURGE SUPPRESSORS, GROUNDING EQUIPMENT, ITERIS 17 INCH COLOR LCD MONITOR DRAWER (GENERATION 4 LCD, 1U RACK MOUNT DRAWER WITH MONITOR, 1 COMPOSITE VIDEO, 1 VGA AND 1 HDMI VIDEO INPUT) (NTSC/PAL), OPTICAL STYLE POINTING DEVICE (COMPUTER MOUSE), 15-AMP MIN RACK -MOUNTED 1U HEIGHT POWER STRIP WITH SOCKETS ORIENTED HORIZONTALLY, AND ANY OTHER EQUIPMENT RECOMMENDED PER MANUFACTURER'S SPECIFICATIONS AND THE INSTALLATION MANUAL. / OINSTALL CALTRANS TYPE III MEYER'S POWER PRODUCTS MEUG-35SPB-LOWCUT SERVICE PEDESTAL UPS SYSTEM PER CITY STD. 7510OR APPROVED EQUAL SYSTEM SHALL INCLUDE MEYERS W2000F BATTERY / BACKUP SYSTEM(BBS) WITH POWER TRANSFER SWITCH(PTS), MANUAL BYPASS SWITCH(MBPS). EOI CABINET MONITOR ,AUXIL OUT%TFBE.BATTERYCABLES.W0 P GENERATCR PLUG KR.INSTALLATION WIRES, FOUR (4) 79AH BATTERIES, AND OTHER ASSOCIATED HARDWARE NECESSARY FORA WORKING BBS SYSTEM OR AN APPROVED EQUAL SYSTEM SERVICE LOCATIONS SHALL BE REVIEWED AND APPROVED BY / PG&E PRIOR TO INSTALLATION. / CJ ® INSTALL VIDEO/ RADAR HYBRID DETECTION SENSOR AND HARDWARE (ITERIS VANTAGE APEX) ON MAST ARM WITH MOUNTING HARDWARE PER MANUFACTURERS SPECIFICATIONS AND P ECT SPECIAL PROVISIONS. !�� ,(I CAMERAS TO BE POWERED VIA 16 AWG 110 VAC RATED FOR POWER, COMMUNICATIONS, AND VIDEOWIR. MIRED DIRECTLY TO POWER INJECTOR IN CABINETALL WORK PER INSTALLATION MANUAL WORK SMALL FOLLOW THE `(� MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CAMERA LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ❑5 INSTALL OPTICOM MODEL 3100 GPS/RADIO UNIT INTERSECTION ANTENNA PER MANUFACTURER'S SPECIFICATIONS ON LUMYJAIRE ARMOR ALTERNATE LOCATION APPROVED BY THE ENGINEER / b0J © INSTALL OPTICOM EMERGENCY VEHICLE PREEMPTION, SEE DETAIL A. / INSTALL 3" CONDUIT FROM PG&E POLE DROP TO SERVICE PEDESTAL. Z 7 l r'�R1 W 09 INSTALL STREET NAME SIGN ON MAST ARM NEAR POLE PER CITY STO ]250. U7 J INSTALL R10-15c (CA) SIGN ON SIGNAL MAST ARM PER DETAIL U OF SSP ES-]N. P(B Z 1Q INSTALL 2-WIRE POLARA INS APS PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL WITH Rf WeSKsN. pta nRI ^ Rpt1YY / PicAILR x 11 INSTALL MCCAIN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL, WITH MODIFIED Ri O-26 SIGN (n Nx 24• 1Tx u• ni. wx / 12 INSTALL R3-2 FACING EAST ON SIGNAL STANDARD ABOVE SIGNAL HEADS PER SSP RS4. / 93 INSTALL R95 ON PUSH BUTTON POSTABOVE MODIFIED R10-26 SIGN. LU 9�/ Q 1 - INSTALL NO. PULL BOX MARKED "TRAFFIC SIGNAL.' _ 9 �b 1 w m mIR a o - 15 INSTALL NO. PULL BOX MARKED "TRAFFIC SIGNAL.' 16 INSTALL 2" CONDUIT WITH 1 3-CSC SIGNAL CABLE. TROVBDE LEADING PEDESTRIAN INTERVAL ILF% 17 INSTALL ENCOM COMMPAK BE 6.81NT RADIO ANTENNA WITH MOUNTING HARDWARE PER MANUFACTURER'S SPECIFICATIONS FOR VIDEO TRANSMISSION WITH RECEIVING ANTENNA POINTED TOWARDS THE HIGUERA/MADONNA INTERSECTION. INSTALL AND PROGRAM DUAL RADIOS AT HIGUERAIMADONNA INTERSECTION, AS SHOWN ON SEPARATE SIGNAL PLAN SHEET, TO RELAY RADIO FEED FROM HIGUERA/ELKS SIGNAL TO SOUTH HILLS TOWER.. ESTABLISH WIRELESS SIGNAL INTERCONNECT AND VIDEO FEED. ANTENNA LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. TT f i 7T J POLE STANDARD VEH SIG MTG PED SIGNAL FEB LUMINAIRE CAMERA PHASE(S) EVD STREET NAME SIGN OTHER TYPE SMA LMA MAST ARM POLE PHASE MIFFS PHASE ARROW A 15TS - 15' SV-2-TA 4 & 6 SP-2-T 4P TYPE 2 - R3-2, R10-3e (CA) B PBAP (APS) 6P R10-3e (CA) C PBAP (BIKE) 4P - RIO-26 MODIFIED, R95 D PBAP (APS) - - - - - - 6P - - - - RI 0-3. (CA) E 17-3-100 20' 16 MAS SV-2-TA 4 & 6 SP-2-T - - TYPE 2 6 - ELKS LN - F PBAP (APS) - - - - - - 4P _ - - - R10-3e (CA) G 19-3-100 25' 15' MAS SV-2-TA 4 SP-1-T 4P TYPE 2 4 EVC S HIGUERA ST R10-3e (CA), R10-15c H PBAP (BIKE) - - - - - - 4P - - - - R10-26 MODIFIED, R95 1 244-100 (F=14') 36 isMASIMAS SV-2-TO 4 SP-1-T 4P TYPE 2 2 & 5 EVA, EVB ELKS LN R10-3e (CA), RADIO, OPTICOM ANTENNA T �..... 2T LINE LIMIT LINE IN J \`// ww.rercparretlana.cam 2 GRAPHLC SCALE 00 10. 6J3U UI� (Iry FEET) C 11N=20 FT m D'^^ V+ 4S 45661017 Q L _ m \ 4P L7 p H J a 14 �w O 10 12 _ 9 �z 9 H ) 1113 p (n Q 1 1 U LU R EVG 14 LU LU F 11 13 - 16 10 O 16 4 6 8 9 10 O4P © J LU a01 L9 p Z J Z O 2'3G S DYNE UMYS M OUNTING A-1 KIT NO. A6D121)(OPTICOM MODEL 721 SINGLEEPOLE G)(OPTICOM MODEL R2 DUAL- POLE I)EMERGENCYVEHCLE FREES PO TION •LOCATEEVP CEDTIR IN EVA= 02.605 LEVEL PART OF MAST ARM EVE EVD-B4 h EMERGENCY VEHICLE PREMPTIONLE C 7313 CIVIL TS-09 55 Of 94 GENERAL NOTES 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIORTO START OF WORK. CONTACT UNDERGROUND SERVICE ALERTAT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEER'S REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. SIGNAL SHALL BE INSTALLED AND TESTED PER 2023 STATE OF CALIFORNIA STANDARD PLANS (SSP) AND SPECIFICATIONS (SSS), 2025 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, AND THE SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREON ARE APPROXIMATE, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO SAW CUTTING AND/OR INSTALLING NEW SIDEWALK. 6. CONCRETE CUTTING AND SIDEWALK REPAIRSHALLBEPERCITYSTD4910. T. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8. TRAFFIC SIGNAL POLES AND OTHER EQUIPMENT SHALL BE COLOR COATED DARK FOREST GREEN PER CITY SPECIFICATION 87-1.03J(1)(b). 9. SIGNAL HEADS SHALL BE 12" LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, BACKPLATES, AND BRACKETS SHALL BE METAL. ALL BACKPLATES SHALL INCLUDE A 2" YELLOW REFLECTIVE BORDER PER SSS. PEDESTRIAN SIGNAL HEADS SHALL BE LED AND COUNTDOWN TYPE. 10. ALL SIGNAL STANDARDS (POLES)AND PUSH BUTTON ASSEMBLY POSTS (PBAP) WITH AN ACCESSIBLE PEDESTRIAN SIGNAL (APS) SHALL BE LOCATED SUCH THAT THE FACE IS WITHIN 5' OFFSET OF THE CROSSWALK, NO CLOSER THAN 1.5- TO THE CURB AND NO FARTHER THAN 10' FROM THE CURB. APS ON THE SAME CORNER SHALL BE OFFSET MINIMUM OF 10'. 11. APS SHALL BE INSTALLED ATA MOUNTING HEIGHT OFAPPROXIMATELY 3.5' BUT NO MORE THAN 4'. AUDIBLE MESSAGE AND BRAILLE MARKING MESSAGE TO BE PROVIDED BY CITY ENGINEER DURING SUBMITTAL REVIEW. 12. THE CONTRACTOR SHALL INSTALL TEXTURED TAPE PER CALIFORNIA TITLE 2411 B-703.7.2.7 ON ALL POLES WITH PEDESTRIAN PUSH BUTTONS. 13. ALL LUMINAIRES SHALL BE TYPE 2 LED PER CITY STANDARD SPECIFICATIONS. ALL TYPE 2 LUMINAIRES SHALL BE CREE GWY-M-A-131_-000-31M-UL-GY-Q5 WITH FUSE, UTILITY LABEL, PHOTOCELL, AND EXTERNAL WATTAGE LABEL. 14. NEW STREETLIGHTS INSTALLED WITH TRAFFIC SIGNAL SYSTEM SHALL BE WIRED TO METERED BREAKER WITHIN ELECTRICAL SERVICE PEDESTAL. 15. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 16. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 1T. ALL CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 18. ALL 12 AND 3 CONDUCTOR CABLES SHALL BE RUN FROM THE CONTROLLER CABINET TO THE TERMINAL BOX ON EACH POLE WITHOUT SPLICES. 19. ALLCONDUIT BETWEEN A FOUNDATION AND NEAREST PULL BOX SHALL BE 2"PVC. ALL OTHER CONDUIT SHALL BE PVC CONSISTENT WITH UT 651 AND THE CONDUIT SCHEDULE. 20. CONDUIT, PULL BOXES OR OTHER DAMAGED EQUIPMENT SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR. 21. PULL BOXES SHALL BE INSTALLED PER ES -BA AND CITY STANDARD 7520. PULL BOXES SHALL NOT BE INSTALLED WITHIN 1 FOOT OF RAMPS. 22. CONTRACTOR SHALL PROVIDE 3 WEEKS NOTICE TO CITY PRIOR TO SCHEDULING SIGNAL TURN -ON. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CITY STAFF, VENDORS, MANUFACTURERS, AND UTILITIES. 23. THECONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURER'S REPRESENTATIVE FROM ITERIS, POLARA,MCCAIN, AND OTHERS, AS APPLICABLE, AT TURN -ON. 24. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED BY THE CITY'S SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. 25. THE CONTRACTOR SHALL MEASURE THE DIMENSIONS OF THE VIDEO DETECTION ZONES AND MARK THE CORNERS WITH CONES BEFORE DRAWING THE DETECTION ZONES. TYPICAL DIMENSION$:8' X 50' FORSTOP BAR ZONES, FULL WIDTH OF BIKE LANE X 8' FOR BIKE ZONES, 6' X 6' FOR ADVANCE ZONES, AND FULL DIMENSIONS OF BICYCLE TURN BOXES. 26. SIGNAL TIMINGS TO BE PROGRAMMED IN CONTROLLER BY CITY PRIOR TO TURN -ON. CONDUCTOR AND CONDUIT SCHEDULE POLE OR CIRCUIT mmmmmmmmmm O '• M mmmmmmmm TOTAL CABLES SIGNAL SERVICE ��©©000©moo THE SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS OR CABLES REQUIRED FOR THE INTENDED OPERATION AND TO INSTALL ADDITIONAL CONDUIT AS NEEDED. 11 (806) 6160101 •W WiM�aYtlul�tp•• Z 0 H a W 0 0U 0 H W y W J Z EL 2 0 2 rn C 7313 1l� CIVIL TS-10 56 Of 94 DETAIL A DETAIL G RED © 12 R O YELLOW © 07 12' Y O GREEN © 12' G • DETAIL B RED O ELLOW O •2 GREEN O GREEN -RTw - - - LEGEND PEDESTRIAN SIGNAL FACE TRAFFIC SIGNAL POLE +_ VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, YELLOW, AND GREEN, SEE DETAIL Y AND D) VEHICLE SIGNAL FACE (WITH BACKPLATE, �+► SEE DETAIL C AND E) VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, YELLOW AND AN UP GREEN ARROW SECTION, SEE DETAIL F) CONTROLLER ASSEMBLY EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICAL DETECTION MOUNTED ON MAST ARMS O PULL BOX - - - CONDUIT O SERVICE EQUIPMENT ENCLOSURE TS STANDARD WITH LUMINARE O VEHICLE 8 BIKE DETECTION • PROPOSED PEDESTRIAN PUSH BUTTON Qo DUAL RADIO DETAIL F RED O YELLOW INS wO OVC GREEN II\ DETAIL C RED © RED YELLOW DVB YELLOW OVA GREEN GREEN INSTALL + 'HIGUEW STREET NAME SIGN PER CITY STD. FURNISI \ -250 (DOUBLE SIGNAL AND FN RIO-10 001 O V r 214 04P 2 10 Nj;H PROPOSED PHASE PHASE DIAGRAM DETAIL D DETAIL E O RED O ® •1 YELLOW O • GREEN O OYELLOW O U O AND INSTALL BICYCLE GREEN VER -16, INSTALL ALL VA CYC E INSTALL BICYCLE SIGNAL BELOW BICYCLE IEAD. ON SIGNAL - INSTALL POLARA BULLDOG PEDESTRIAN PUSH BUTTON, OR APPROVED EQUAL WITH R10-26R 8J8 0 I4 L B 8J7L o R73=6 (CA)- - + WOO %2 RN! Q 02P OVB t- ,-- , Q 02P p 4 OVA 01 BIKE OVC OVD 08 � OVA � 02 061 06 a___fl •04P _ 04 •04P 07 - 04 EXISTING/PROPOSED EVP � EVA- 08+OVA EVB- 04+07 ats below. SCALE -T1 EVC- 08 PLAIN SCALE Call 5erore aG. • PROVIDE A LEADING PEDESTRIAN INTERVAL (LPI) EXISTING PHASE DIAGRAM OVB Q m8P m8P 07P , f✓ m2 OVA V O6 061 06 a___flm4 04P OVA 07 �04 GENERAL NOTES: Z 1, THISPLANISACCURATE FORSIGNAL WORK ONLY, 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN N THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811AT LEAST 48 HOURS IN ADVANCE. DAMAGED, THE ITY PER CITY CONTRTR ACTOR SHALL RESTORE ANY UTILITY ENGINEER'S REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 6. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW REFLECTIVE BORDER PER CALTRANS STANDARD SPECIFICATIONS. 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE EXISTING HARDWARE - _ AND ASSEMBLY. 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY SIGNAL HEAD MOUNTING HARDWARE NEEDED TO ACCOMMODATE SIGNAL HEAD INSTALLATIONS PER THESE PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING HARDWARE NEEDED TO PROVIDE INTENDED INSTALLATION. 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH f 6J6 RED EQUALBUTTOWITHB1210-33.LL SIGN. ALLBE E PUOSH BUTTONLARA INS S AP SHALOLVBE -' 8J8 - INSTALLED AT A HEIGHT AND LOCATION THAT CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA MUTCD. 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIORTO PROCUREMENT. 8J6L 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH BJfiU THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER Ali CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITV'S SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURER'S REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I.E. MCCAIN/SWARCO, ITERIS, POLARA, ETC.) 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING TRAFFIC CONSTRUCTION NOTES: OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18" BELOW SURFACE, UNLESS OTHERWISE APPROVED BYTHE ENGINEER. 1 ❑ MAINTAIN (E) SIGNAL HEAD AND INSTALL (N) 10 INSTALL TYPE 5 PULL BOX. ❑ RETROREFLECTIVE BACKPLATES WITH A2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. ❑ RELOCATE (E) VIDEO DETECTION CAMERA FROM EXISTING 12 REMOVE (E) PEDESTRIAN PUSH BUTTON AND INSTALL IN) POLE TO PROPOSED POLE. ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10-3e SIGN. 73 INSTALL BIKE PRESENCE DETECTION ZONE. REMOVE (E) SIGNAL HEAD AND INSTALL (N) SIGNAL HEAD PER DETAILY WITH RETROREFLECTIVE BACKPLATES WITH A 14 AD UST PLACEMENT OF EXISTING VIDEO DETECTION ZONES 2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. AS SHOWN INSTALL (N) AUXILIARY OUTPUT FILE, IN) CMU (EDI MODEL 15 INSTALL DUAL ENCOM S.BGH RADIO ON POLE PER CITY STD 2018ECUP OR APPROVED EQUAL), AND RELATED SPECIFICATIONS. RECEIVE RADIO FEED FROM APPURTENANCES IN (E) TYPE 332L CONTROLLER CABINET HIGUERA/ELKS SIGNAL AND RELAY TO SOUTH HILLS TOWER AS NEEDED TO PROVIDE INTENDED SIGNAL OPERATION WITH PROPOSED SIGNAL PHASING MODIFICATIONS. 4P INSTALL R13A (CA) SIGN ON TRAFFIC SIGNAL POLE BELOW (N) 2070E CONTROLLER IN (E) 332L CABINET, SIGNAL HEAD. ❑INSTALL 6 COMPLETE WITH MCCAIN TYPE 2033 PROGRAMMING, 23 INSTALL R13A(CA) SIGN ON MAST ARM. WIRING HARNESS, COMMUNICATIONS MODULE FOR CONNECTION TO COPPER S.I.C., AND ALL OTHER 26 TRIM TREES AS NEEDED TO PROVIDE CLEAR RADIO FEED APPURTENANCES REQUIRED TO PROVIDE INTENDED OPERATION. REESTABLISH CONNECTIVITY BETWEEN IN) INSTALL OPTICOM MODEL 764 EVP PHASE 21 SELECTOR AND MODEL 3100 GPS/RADIO UNIT. CONTROLLER AND CITY TRANSPARITY TMS NETWORK. 36 TRIM VEGETATION AS NEEDED TO PROVIDE CLEAR RADIO REMOVE (E) TRAFFIC SIGNAL POLE AND EQUIPMENT FEED Z 0 ~ aa Z W Z O O OC/) 30 U w E L Q 0 J En a 9 W =U 20 En = En r2p21�-2 ESIG _ft-dwg TS-11 57 Of 94 CONDUCTOR SCHEDULE u=~`� E v Z �U) a o� aZ � Lu Z O 0 Q o� co U W EL — VA Z Q W J Tn a � ¢ W O :� d E NTEa- REMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND CONDUCTORS, UNLESS OTHERWISE NOTED. ,r FOO EXISTING CONDUIT (CONDUIT SIZE TO BE FIELD VERIFIED By CONTRACTOR) slaxaoDev. m ECRU GMENT IN THE ABOVE TABLE IS EXISTING UNLESS OTHERWISE NOTED. Q NEW CONDUIT ALL POLE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. r4-LRGR (N) INDICATES NEW POLE. (RE)INCH ATES RELOCATE POLE TO NEW LOCATION.(%)INDICATE$ POLE REMOVED (E) EXISTING POLE AND EWIPMENT TO REMAIN�WSF• LLeEDEHNEN 6 FOC WHERE APPLICABLE 2— .ESIG_HIT,-d9 ara below. POLE LOCATION DETAIL TS-12 Call cerore rox al9. (NOT TO SCALE) Sa of 9a POLE AND EQUIPMENT SCHEDULE STANDARD vEKICLE SIGNAL PED SIGNAL APS LUM, FWNDATIW OEO DETECTION IRNALLy ILLUMINATED APS VERBAL MESSAGE ROLE POLE LED (WATT) DETAIL STD. DWI SKTE R S EEi NAME SIGN LOG.- SPECIAL REQUIREMENTS SIG. LUM. MAST ARLI POLE STREET TYPE M.A. M.A. To MTG TO • PARDON (�) (TINS) BEING CROSSED MESSAGE O I -A (X) - - - - -1 (x) OVB ) SP-I(%) ) R MADRODNNA MAOOtpNA TION RD �s MADONNA - - REMOVE POLE AND EXISTING EQUIPMENT OI -A (X) - - - - TV-1 (%) } 2 SP-1 (%) - - - - - - - - - - REMOVE POLE AND EXISTING EWIPMENT MADONNA © 19A-1-100 (E) 35' IS' MAS 4/7 OVD SV-2 TA (E) < /6 • SP-I (E) • R ]OW - 6 / ] _ MADONNA RD RD, WALK SIGN IS ON i0 CROSS REMOVE (E) BACK PLATES. INSTALL (N) BACK PLATES MADONNA RD O1-A (E) - - - - -I (E) 6 - - - - - - - - - - - - REMOVE (E) BACK PLATES. INSTALL (N) BACK PLATES MADONNA Rya �^ory i10 E O- 1-B (E) - - - - - • iP_2-T . L / R - - - - MADONNA RD / CROSS MADONNA RD - REMOVE (E) PUSH BUTTON. INSTALL (N) PPS DUSK BUTT 6 (E) 6 L1UL1LL1L_1V I�VI� mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm mm©oo©mm©© mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm m©mmmmmmmm m©mmmmmmmm mm©mmmmm©m m©©©mmmmmm mmmm©mmmoo mmmmmmmmmm mmmmmmmmmm m©mmmmmmmm mmm©mmmmom mmmmmmmmmm mmommmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm 00000mmmmm 0000mmmm©© ©©mmmmmmom 0000mmmm©m mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmm TRAFFIC CONSTRUCTION NOTES: ❑1 MAINTAIN (E) SIGNAL HEAD AND INSTALL IN RETROREFLECTIVE BACKPLATES WITH A2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. REMOVE (E) PEDESTRIAN PUSH BUTTON AND INSTALL (N) ACCESSIBLE PEDESTRIAN PUSH BUTTON WITH R10-3e SIGN. 10 INSTALL TYPE 5 PULL BOX. 13 INSTALL BIKE PRESENCE DETECTION ZONE. l] REMOVE EXISTING PUSH BUTTON. 18 REMOVE (E) PEDESTRIAN PUSH BU ASSOCIATED MOUNTING EQUIPMENT FI SIGNAL POLE. PLUG AND SEAL ANY H, PREVIOUS MOUNTING. INSTALL IN) ACCESI PUSH BUTTON WITH R10-3e SIGN ON IN) PP 19 INSTALL A NEW STANDARD 3-SECTION HEAD PER DETAIL ATHIS SHEET. 2] INSTALL R49(CA) ON POLE 28 INSTALL OPTICOM MODEL 764 EVP PI SELECTORAND MODEL 3100 GPS/RADIO U� bW_ RAN �MO 6J3U .......... RNV 1 Fr.Fnln kid - PEDESTRIAN SIGNAL FACE TRAFFIC SIGNAL POLE VEHICLE SIGNAL FACE (WITH BACKPI YELLOW, AND GREEN) VEHICLE SIGNAL FACE (WITH BACKPI CONTROLLER ASSEMBLY EMERGENCY VEHICLE PRE-EMPTION DETECTION MOUNTED ON MAST ARN PULL BOX CONDUIT SERVICE EQUIPMENT ENCLOSURE TS STANDARD WITH LUMINARE VEHICLE 8 BIKE DETECTION PROPOSED PEDESTRIAN PUSH BUTTON VEHICLE SIGNAL HEAD CONSISTING OF RED, YELLOW, AND GREEN LEFT ARROW SECTIONS DETAIL A 12- R O 12' Y • 12' 0 O EXISTING/PROPOSED PHASE DIAGRAM a fl 02P• 08 4 ---fl 02P• . 02 = m2 � 05 � m5 — m6 01 .OVA 04 •04P a---fl 06P• _ 06 01 ---fl 06P 'PROVIDE A LEADING PEDESTRIAN INTERVAL (LPI) A ' RM/ z1,3U EXISTING/PROPOSED EVP EVA- 04 EVB- 08+01 EVC- 02+05 GENERAL NOTES: 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEERS REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 6. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW REFLECTIVE BORDER PER CALTRANS STANDARD SPECIFICATIONS. 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE EXISTING HARDWARE AND ASSEMBLY. 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY SIGNAL HEAD MOUNTING HARDWARE NEEDED TO ACCOMMODATE SIGNAL HEAD INSTALLATIONS PER THESE PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING HARDWARE NEEDED TO PROVIDE INTENDED INSTALLATION. 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH BUTTONS (PPB) SHALL BE 2-WIRE POLARA INS OR APPROVED EQUAL WITH R10-3e SIGN. ALL PUSH BUTTONS SHALL BE INSTALLED AT A HEIGHT AND LOCATION THAT CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA MUTCD. 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITYS SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURERS REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I.E. MCCAINISWARCO, ITERIS, POLARA, ETC.) 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18' BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. sru[ PLAN SCALE F— I Z ~ ILa z 0 0 U) Q � U Z LLa 0 U) 29 Q Lu Z 2 _ C7 On TS-13 59 Of 94 PALE AND EQUIPMENT SCHEDULE STANDARD VEHICLL SIGNAL PED SIGNAL APS L EM. fWNOATIW W�0 OETECTIW ILLUMINATED APS OERBAL MESSAGE ROLE O DETAIL SID. SYSTEM ST E PULL LOG.• SPEpAL REWIREMENiS TYPE M �. ' U.I. MAST ARM .TO e POLE MTO m m MTG m ARROW STREET BEING CROSSED MESSAGE (WATT) DWG (VDS) NA(IINS)GN 'A' 'B' 'SOUTH IT, REMOVE (E) PUSX BUiiW. INSTA L1UL1UL1UL1 o©©000� ©000000 o��000� ©000000 mo©mmo© ©000000 o��0000 ono©©oo o©moo©© oo�©©oo 00�000© E v Z U 0 a F ow Zo o En o Q 0 � U Z Uw lia � w 0 cl) W a v O Z = U U) _ EQUIPMENT IN THE ABOVE TABLE IS EXISTING UNLESS OTHERWISE NOTED. En ALL POLE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. OC r - r-14-, A- A NOTES. REMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND Ec CONDUCTORS PER CITY STANDARD SPECIFICATIONS. UNLESS OTHERWISE NOTED. R EXISTING CONDUIT (CONDUIT SIZE TO BE FIELD VERIFIED BY CONTRACTOR) Q NEW CONDUIT tM NEW F.—I-PRE APPLICABLE POLE LOCATION DETAIL YN (NOT TO SCALE) 1p jG Hror0" IF ;;FLIN061G�1—INa.9 >,rm below. TS-14 Call cermre rol, al9. CO of 94 L"SOUTH ST L TRAFFIC CONSTRUCTION NOTES: ❑1 MAINTAIN (E) SIGNAL HEAD AND INSTALL IN RETROREFLECTIVE BACKPLATES WITH A2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. RW_ — y — I 213U 1 1 1 1 RM I C(_CAlll PEDESTRIAN SIGNAL FACE u TRAFFIC SIGNAL POLE VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, YELLOW, AND GREEN) ®i CONTROLLER ASSEMBLY ~ EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICi DETECTION MOUNTED ON MAST ARMS o PULL BOX — — — CONDUIT O SERVICE EQUIPMENT ENCLOSURE TS STANDARD WITH LUMINARE O VEHICLE 8 BIKE DETECTION • PROPOSED PEDESTRIAN PUSH BUTTON VEHICLE SIGNAL HEAD CONSISTING OF RED, YELLOW, AND GREEN LEFT ARROW SECTIONS EXISTING/PROPOSED EVP EVA- 02 EVB- 06 ara below. Call cerore ro� a�a. EXISTING/PROPOSED PHASE DIAGRAM --- p *06P 06 4 4 o2 + ---p -02P '08P 08 07 '07P 04 'PHUVIUL A LLAUINU PLUL�IHIAN INILKVAL (LPI) m GENERAL NOTES: 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEERS REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BYTHE ENGINEER PRIOR TO INSTALLATION. 6. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW REFLECTIVE BORDER PER CALTRANS STANDARD SPECIFICATIONS. 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE EXISTING HARDWARE AND ASSEMBLY. 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY SIGNAL HEAD MOUNTING HARDWARE NEEDED TO ACCOMMODATE SIGNAL HEAD INSTALLATIONS PER THESE PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING HARDWARE NEEDED TO PROVIDE INTENDED INSTALLATION. 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH BUTTONS (PPB) SHALL BE 2-WIRE POLARA INS OR APPROVED EQUAL WITH R10-3e SIGN. ALL PUSH BUTTONS SHALL BE INSTALLED AT A HEIGHT AND LOCATION THAT CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA MUTCD. 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITYS SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURER'S REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I.E. MCCAINISWARCO, ITERIS, POLARA, ETC.) 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18' BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. sruE PLAN SCALE FEEL I �cn g� O a = ow z� p x O cc) a U W LL F W 0 J O d w 0 O 2 U) N TS-15 61 Of 94 CONDUCTOR SCHEDULE cor ,[ caxoucioR xsNP+A1Iox aux NUMeEa E 1.2CSIGNALS CABLE IS 04 SIGNALS 2 06 SIGNALS $ ri SIGNALS 3 3 3 2 16 SIGNALS 3 3 3 2 r2P 2 r4P 2 WALK reP 2 2 2 2 2 I 11 rw 2 TOIAt 1}-CONOUGipt CAEIE 24 16 14 9 6 5 1 i 1 L EPA ST CYR BU(APS)Ge 2 04PPB (AP5) 2 06PPB (AP5) 2 2 2 2 2 2 WN 08PPB (APS) 211 8 5 3 3 3 2 VIDEO o[TEcnoNNIII AWG CABLE Z F V) g co O� o_= Wz /.B O = ,u ne Awc cABLEs 2 2 O� ci< U W LL F POWER CABLE 4 ] 0 2GVVN(L TING7 4 2 2 2 w 2 � UJID- LOTUMNOi10 *RE 1, 3 3 3 f n O ZLLJ o. 10 CONDUCTORS (11 _ 2 N No. W GENDUCTORS (SER—) fW C/8Lf5 NOTE5. EVA EOUIPMENT IN THE ABOVE TABLE IS EXISTING UNLESS OTHERWISE NOTED. ALL POLE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. MT. EMP CABLES 2 CAT5 CABLE CGNOUR SATE UNCHEIN 2 2-1- 3.5 3 3 3 2 3 3 r-L CCNOUR FAL DO 5 23 30 34 22 19 16 8 25 6 , m R MOM REMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND E CONDUCTORS PER CITY STANDARD SPECIFICATIONS. UNLESS OTXERwSE NOlEO.EXISTING CONDUIT (CONDUIT SIZE TO BE FIELD VERIFIED BY CONTRACTOR) NEW CONDVIi F.-PRE PPLGARLE POLE LOCATION DETAIL °NE�Y (NOT TO SCALE) 1p jG Hro SFr: NI xzl�za0N. sic��g nsLaw.r rr, below. TS-i6 Call crmre roU el9. 62 of 94 POLE AND EQUIPMENT SCHEDULE STANDARD VEHICLE SIGNAL PEO SIGNAL APS LEM. fWNOATIW MOEO OETELnW M u RNALLY APS VERBAL MESSAGE ROLE D DETAIL S1D. SYSTEM ST E PULL LOG.- SPEpAE REWIREMENTS TYPE M G. ' �U.1. MAST PAY T. • POLE MR; s • MTL • AggOW STREET BEING CROSSED MESSAGE (WATT) DING (MISS) NA(IINS)GN 'A' 'HIWERA B ST. WAU( EMOVE (E) BACK PLATES. INSTALL (N) BACK PLATES; REMOVE O 19-4-100 25' 12 MAi 6 SV-2-i 8 SP-1-T B L 94W HIGVERA Si SIGN I$ W TO dt055 - - (E) R10-},INSTALL (N) R10-3E wWERA ST" O 1-A - - - - TV-2-T 6 - - - - - - - - - - - - REMOVE (E) BACK PLATES. INSTALL (N) BACK PLATES © 1-A - iV-2-T - - - - - REMOVE (E) BALK PLATES, INSTALL (N) BAG( PLATES 8 O 1-A - TV-2-T 8 8 5o_2-T 8 R /GwGH 5T "HIGH ST, NSTO C Si5 HIGH CROSS 'HIWERA _ REMOVE (E) BACK P`NlES. INSTALL (N) BACK PLATEk REMOVE (E) R10-3. INSTALL ) Rt0-3E $i, WALK LGN 5 W Ro55 HIGVERA ST "HIGH ST, O 1-A - - - - - 6 iP-1-T 6 R - - - - HIGH Si S ONSTO - - REMOVE (E) R10-3, INSTALL (N) R10-3E CROSS HIGH ST" O1-A - - - - TV-1-7 - - - - - - - - - - - - REMOVE (E) BACK PLATES. INSTALL (N) BACK PLATES -HIGH ST, WALK SIGN s ON To cgoss HIGH OG 19-0 1W 25' 12 MAS MAi 2 2 SV-2-i 2 2 SP-2-T J 2 R J L 94W _ 2 HIWERA Si / wGX ST Si" / 'HIGVERA REMOVE (E) BALK PLATES. INSTALL (N) BAG( PLATES: REMOVE (E) R10-},INSTALL (N) R10-}0 Si, WAIN SIGN I$ W TO dt055 H GHERA ST' HIGH ST. O 1-A L - - - - XICX Si WALK SIGN SON TO CROSS HIGH Si' - - REMOVE (E) R10-3, INSTALL (N) R10-3E 'HIWERA $i, WALK REMOVE (E) BALK PLATES. INSTALL (N) BAG( PLATES REMOVE O 1-A SP-1-T 8 R - - - - XIWERA Si SW IS W TO Gt055 - - (E) R10-}, INSTALL (N) R10-3E HIWERA ST" B \ � G ^ ♦ V \ S HIGUERA ST 4 ••,•4 eIT____e__e-__ _ -ma-2 L �w LEGEND PEDESTRIAN SIGNAL FACE TRAFFIC SIGNAL POLE +_ VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, • YELLOW, AND GREEN) VEHICLE SIGNAL FACE (WITH BACKPLATE, SEE DETAILS) VEHICLE SIGNAL FACE (WITH BACK LATE, 3-SECTION: RED, YELLOW AND AN UP GREEN ARROW SECTION) ®� CON TROLLERASSEMBLV EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICAL DETECTION MOUNTED ON MAST ARMS 0 PULL BOX — — — CONDUIT O SERVICE EQUIPMENT ENCLOSURE a-- TS STANDARD WITH LUMINARE O VEHICLE B BIKE DETECTION PROPOSED PEDESTRIAN PUSH BUTTON VEHICLE SIGNAL HEAD CONSISTING OF RED, YELLOW, AND GREEN LEFT ARROW SECTIONS ara below. Call cMrore ro� a�M. 6J4L s" i _ TRAFFIC CONSTRUCTION NOTES: ❑1 MAINTAIN (E) SIGNAL HEAD AND INSTALL IN) RETROREFLECTIVE BACKPLATES WITH A2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. ff EXISTING/PROPOSED PHASE DIAGRAM OVA •m2P Q m6 02 �---fl 04P i ,y . m8P mB OVC__ 05P OVC "PROVIDE A LEADING PEDESTRIAN INTERVAL (LPI) EXISTING/PROPOSED EVP EVA- 02 EVB- 06 EVC- 08 m GENERAL NOTES: 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 2. THELOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEERS REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 6. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED F AND INSTALLED BY THE CONTRACTOR, UNLESS Z N OTHERWISE NOTED HEREIN. 2 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED O W a co MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, Q Z BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW W Q BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW 0 REFLECTIVE BORDER PER CALTRANS STANDARD H SPECIFICATIONS. O U Z 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW () W L.L Q BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE 0 U) EXISTING HARDWARE AND ASSEMBLY. J Q q 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY LLBSIGNAL HEAa LL TING HARDWARE NEEDED TO —J LU ACCOMMODATED CCOMMODATDE SIGNAMOUL HEAD INSTALLATIONS PER THESE O Z PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING _ HARDWARE NEEDED TO PROVIDE INTENDED (, T2 INSTALLATION. = U � 2 . .2 1/JC . . 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH BUTTONS (PPB) SHALL BE 2-WIRE POLARA INS OR APPROVED EQUAL WITH R10Je SIGN. ALL PUSH BUTTONS SHALL BE INSTALLED AT A HEIGHT AND LOCATION THAT Z73U CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA MUTCD. 11, ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. ` 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GUIDLINE ONLY. IT SHALL IBE THE CONTRACTORS RESPONSIBILITY TO PROVDE THE _ APPROPRIATE NUMBER OF CONDUCTORS REQU RED FOR THE INTENDED OPERATION. 3 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITY S SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE _ - CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. axa�v 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURER'S REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I.E. MCCAINISWARCO, c ITERIS, POLARA, ETC.)JG 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, 'SFr' CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING POLE, AND DEMOLISHING __ EXISTING FOUNDATION TO A DEPTH 18" BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 202-0ES MersM1S TS-17 sru[ PLAN SCALE FEET 63 Of 94 PALE AND EQUIPMENT SCHEDULE STANDARD VEHICLL 9GNAL PED SIGNAL APS MHO LLUM NATEO AP5 OERBAL MESSAGE PWE LED FWNOA}IW DETAIL SID. OETECIIW SYSTEM sT E OLE LOC.• spfpAl REWIREMENis TYPE M �. U.I. MAST PAM M}G POLE MTG MTG ARROW STREET CROSSED MESSAGE (WATT) DWG (XIS) NA(IINS)GN •A' B' 'XIWERA O 1]-2-100 20 12 1-MAS 2 SV-1-i /OVA 8 SP-1-1 8 L HIWERA Si Si, WALK SIGN IS W - - REMOVE (E) BALKPLA}E5. AND INSTALWALN L (N) BACKPLAIEs }0 CRO55 HIGUERA ST" O1-A - - - - -1- B 2 SR-1-T 2 L - - - - MARSH ST "MARSH ST. IS ON5T0 - - REMOVE (E) BACKPLA}ES. AND INSTALL (N) BACKPLAlES MARSH ST" Si" "MARSH ST, © 15 _ 12 5 SP-1-T 2 L 94W MARSH Si WALK SIGN s ON 0 CROss MARSH Si" 'H GUERA O t-A - - - - TV-2-T 2 /OVA 2 SP-1-T 5 R - - - - HIWERA Si SIGN WAON - - REMOVE (E) BACKPLATES, AND INSTALL (N) BACKPLAlES 6 i0 CROSS HIWERA ST' 'H WERA O 1_A _ t-T 5 HIWERA S} Si, WALK SIGN* W 0 CROSS HIWERA ST' O1]-3-100 20 12 1-MAS OVC SV-2-i 6 /OVC 5 ST-I-T - - 9♦W - - - - - - - REMOVE (E) BACKPLATEs, AND INSTALL (N) BACKPLATEs B "MARSH ST, G PRE POST R MARSH Si WALK SIGN s ON 0 ARSHss "MARSH ST. O 1]-3-IW 20 12 1-MAS 8 SV-1-i B ♦ Sp-1-T ♦ L a - - - MARSH Si LIs 0 SIGN N - - REMOVE (E) BACKPLATES, AND INSTALL (N) BACKPLAlES GROSS MARSH HRGUERA IT, WAI O1-A - - - - iV-2-T 6 g gp_I_} 8 R - - - - XIWERA Si SIGN K W - - REM01E (E) BALKPLA}E5. AND INSTALL (N) BAp(PLAlES /OVC D GROSS XIWERA ST' CONDUCTOR SCHEDULE CONDUCTOR OE.CNATON ALLI RUx xUMBER CONDUCTOR let SIGNALS CABLE 2 ME ` e6 SIGNALS 5 3 3 e8 9W LL5 3 e2P IGN 2 2 2 2 eBP 2 2 2 2 eBP 2 2 TOTAL -CONDUCTOR CABLE It It 3 2 2 12 9 6 CTOR PeU(APS)cne 2 2 1 1 P9 (APS) 2 2 PB (APs) 2 2 i i 08PPB (APS) 2 2 LOTAL �-CONDUCTOR CABLE 8 8 2 3 2 ON E16 AWG CARE Z b 0 N ToiA.l n6 Ax4 CARfs 3 3 2 2 0 ~ D_ (n LI �y mow/ Z Q DUCiORs LL ~ 0 zO10 OVN(ucxnxc) 6 I '0 U_ Z EQU-ENT BOND WIRE 3 1 2 2 1 U w LL F TOTAL NO. 10 S 9 3 B 6 3 w 0 Ei Fn DRs (II-S) w a 2 g J LU EO�UIPMENT IN THE ABOVE TABLE IS EXISTING UNLESS OTHERWISE NOTED. ORs (sERWCE) 2 (� O Z ALL POLE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. Na. s coxo Ew CARES = V fvA J) En Ele EVG TOTAL Ew CARES 3 1 2 2 CATS CABLE OI I2E (INCHES) 2-♦' 2 2-♦' 2 2 2 LL (q 22 5 22 2B 2) NOTES. oc REMOVE ALL EXISTING CABLES AND CONDUCTORS AND INSTALL ALL NEW CABLES AND -r OCNOIILTOn PER CITY STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. m EXISTING CONDUIT (CONDUIT SIZE TO BE FIELD VERIFIED BY CONTRACTOR) ¢ E �y i I�- �I 1 ANEW CONDUIT //+JF A —I` -AA {yia L ELR 4 I- Q 1 BGR tM - AS NEWFDGWHERF PPLICARLE POLE LOCATION DETAIL °a aNa�Y (NOT TO SCALE) 1p jG Ha B- BF sa21-zosesic_rn�ann slmn ara below. TS-18 Call cer°re roDal9. g4 of 94 MICROWAVE OR VIDEO DETECTION ZONE ❑ .__.... TYPE A LOOP DETECTOR OUTLINE OF SAW CUT SHOWN • Milos P=] ............... TYPE C LOOP DETECTOR, OUTLINE OF SAWCUT SHOWN . --below. Call Na ro eS. ® `. �' .'.`... TYPE D LOOP DETECTOR, OUTLINE OF SAW CUT SHOWN TRAFFIC CONSTRUCTION NOTES: E] MAINTAIN (E) SIGNAL HEAD AND INSTALL (N) RETROREFLECTIVE BACKPLATES WITH A2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. REMOVE PRESENCE DETECTION LOOPS AND INSTALL TYPE D AND TYPE C LOOP PER DETAIL B 11 SPLICE NEW LOOPS INTO EXISTING DLC CABLE 14 ADJUST PLACEMENT OF EXISTING VIDEO DETECTION ZONES AS SHOWN 24 PROTECT IN PLACE (E) ADVANCE LOOPS aREMOVE AND REPLACE SIGN ON POLE OPROTECT IN PLACE MAGNETOMETER DETECTION 33 REMOVE AND INSTALL PRESENCE DETECTION LOOPS PER CALTRANS STD. PLAN ESSB INSTALL(N)ADVANCE LOOPS PER CALTRANS STD. PLAN ES-513 MADONNA RD 5J7U 1-00 5t 1 R212U- - - - - - - R212U TO US 101 SB 6 RAMPS SIGNAL xa DETAIL B LIMIT LINE D FOR _E C TTPC ANDD TYPE 0 f LOOP OETEOTOR PLACEMENT PER CALTRANS STD. PLAN ES-58 R49(CA)(LT ARROW), R49(CA)(RT US 101 f- 16 0 - - --------181j06'' s � e LEGEND 3 9 PEDESTRIAN SIGNAL FACE / u TRAFFIC SIGNAL POLE v VEHICLE SIGNAL FACE (WITH BACKPLATE, 3-SECTION: RED, YELLOW, AND GREEN) VEHICLE SIGNAL FACE (WITH BACKPLATE CJ 3SECTI0N, RED, YELLOW, GREEN LEFT ARROW) j ®i CONTROLLER ASSEMBLY EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICAL DETECTION MOUNTED ON MAST ARMS o PULL BOX - - CONDUIT 0yy SERVICE EQUIPMENT ENCLOSURE -__0 TS STANDARD WITH LUMINARE DIM ] EXISTING VIDEO CAMERA • PROPOSED PEDESTRIAN PUSH BUTTON - m6 ---A 05 _ 02 02 a---fl 02P• a--- p 02P• 0BA 08 08P' GENERAL NOTES: ti 1. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR SHALL RESTORE ANY UTILITY PER CITY ENGINEER'S REQUIREMENT. 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD Gr SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE PROJECT SPECIAL PROVISIONS. \ 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 8. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED �O 13 I 11 14 AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. O 08 EXISTING/PROPOSED PHASE DIAGRAM *PROVIDE A LEADING PEDESTRIAN INTERVAL (LPI) 12 3 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, a BACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW 11 2 BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW 140' REFLECTIVE BORDER PER CALTHANS STANDARD Z 11 ADVANCED SPECIFICATIONS. 1 U LOOP TO U 34 LIMIT LINE 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW 6 10 - BAC 0 BE INSTALLED ON TING SIGNAL v--• HEADS ARESTHE CORRECT SIZE AND WILL FIT WITH THE EXISTING HARDWARE AND ASSEMBLY. 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY - - - _ SIGNAL HEAD MOUNTING HARDWARE NEEDED TO 6J4U 6J4L ACCOMMODATE SIGNAL HEAD INSTALLATIONS PER THESE PLANS. CONTRACTOR SHALL FURNISH ANY MOUNTING - - 6J4L HARDWARE NEEDED TO PROVIDE INTENDED INSTALLATION. �6.1411 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH BUTTONS (PPB) SHALL BE UT PUSHNS SIGN. ALL PUSH BUTTONS SIGN. APPROVED EQUAL WITH A HEIGHT SHALL BE INSTALLED AT HEIGHT AND LOCATION THAT CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA I MUTCD. 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE _ WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN T INSTALLATION GUIDLINE ONLY. IT SHALL BE THE I CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR I THE INTENDED OPERATION. 14. ALL NEW CONDUCTORS SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY / PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE / COORDINATED AND APPROVED TY THE CITYS SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE / CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE MANUFACTURER'S REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, AS NEEDED (I.E. MCCAINISWARCO, ITERIS, POI-ARA, ETC.) 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18" BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 19. CONTRACTOR TO COORDINATE INTERIM TRAFFIC SIGNAL DETECTION STRATEGY WITH CALTRANS PRIOR TO INITIATING WORK THAT WILL DAMAGE EXISTING IN -ROAD SIGNAL DETECTION EQUIPMENT. Sr PLAN SCALE HEEL a �cn g� w Z z 0 W LLL 9 LLI 0 Q W ac 20 G 0 z z =U 9z En 00 m e!! 2p21-20&ESIG _Hg-da o_ TS-19 65 Of 94 TRAFFIC CONSTRUCTION NOTES: MAINTAIN (E) SIGNAL HEAD AND INSTALL (N) RETROREFLECTIVE BACKPLATES WITH A 2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. REMOVE PRESENCE DETECTION LOOPS AND INSTALL TYPE D AND TYPE C LOOP PER DETAIL B INSTALL BIKE PRESENCE DETECTION LOOPS PER CALTRANS STD. PLAN ES-513. 71 SPLICE NEW LOOPS INTO EXISTING DLC CABLE OPROTECT IN PLACE (E) ADVANCE LOOPS 20 REMOVE (E) SIGNAL HEAD AND INSTALL (N) SIGNAL HEAD PER DETAIL B WITH RETROREFLECTIVE BACKPLATES WITH A 2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. 37 REMOVE (E) SIGNAL HEAD AND INSTALL (N) SIGNAL HEAD PER DETAIL A WITH RETROREFLECTIVE BACKPLATES WITH A 2-INCH YELLOW REFLECTIVE TAPE ALONG BORDER. 33 REMOVE AND INSTALL PRESENCE DETECTION LOOPS PER CALTRANS STD. PLR ES-513 o — T .91 SJIL 212U 214U§-^-° 212L I- - 214L 213UI - 213L LEGEND PEDESTRIAN SIGNAL FACE 7 O TRAFFIC SIGNAL POLE 11 n +1_ VEHICLE SIGNAL FACE (WITH BACKPLATE, 5 3-SECTION: RED, YELLOW, AND GREEN) 1_ VEHICLE SIGNAL FACE (WITH BACKPLATE, SEE �-F► DETAILS) �.}► VEHICLE SIGNAL FACE (WITH BACKPLATE. t� 3-SECTION, RED, YELLOW, GREEN LEFT ARROW) ®i CONTROLLER ASSEMBLY EMERGENCY VEHICLE PRE-EMPTION (EVP) AND TSP OPTICAL DETECTION MOUNTED ON MAST ARMS O PULL BOX CONDUIT O SERVICE EQUIPMENT ENCLOSURE m TS STANDARD WITH LUMINRE • PROPOSED PEDESTRIAN PUSH BUTTON a I ] EXISTING VIDEO CAMERA ,.,,. TYPE A LOOP DETECTOR, OUTLINE OF SAW CUT SHOWN TYPE C LOOP DETECTOR, OUTLINE OF SAWCUT SHOWN TYPE D LOOP DETECTOR, OUTLINE OF SAW CUT SHOWN ars below. Call ma. _r0 1mo.0o � ------------ ------------ u DETAIL A RED O YELLOW O m7 GREEN O GREEN GENERAL NOTES: DETAIL 1. THISPLAN ISACCURATE FOR SIGNAL WORK ONLY. 1' 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES 111 IS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE f RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND LIMIT LINE DEPTH OF ALL UTILITIES INCLUDING THOSE NOT SHOWN o m.. ON THE PLR PRIOR TO START OF WORK. CONTACT ® UNDERGROUND SERVICE ALERT AT 811 AT LEAPT 48 TYPICAL DETAIL FOR HOURS IN ADVANCE. IF DAMAGED, THE CONTRACTOR TYPE C AND TYPE 0 SHALL RESTORE ANY UTILITY PER CITY ENGINEER'S LOOP DETECTOR REQUIREMENT. PLACEMENT PER NS 8tt1. PLAN ES-58 3. CONTRACTOR SHALL HAVE UTILITIES MARKED AND ES-5B PERFORM POTHOLING AT LOCATIONS OF ALL NEW SIGNAL CITY RAN CALTRANS RAN 6J4L _ _ _ MADONNA RD - — EXISTING EXISTING/PROPO�D PHASE DIAGRAM DIAGRAM POLES IN THE FIELD TO CONFIRM NO CONFLICTS PRIOR TO SIGNAL EQUIPMENT PROCUREMENT. 4. INSTALLATION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS OF THE CITY STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE CALIFORNIA MUTCD, AND THE .�, PROJECT SPECIAL PROVISIONS. 5. PULL BOX AND POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. FOR NEW INSTALLATIONS, PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BYTHE ENGINEERPRIORTO INSTALLATION. (n a 8. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED RO INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED HEREIN. Of c 7. NEW SIGNAL HEADS SHALL BE 12 INCH LED HARDWIRED O a m 185'ADVANCED MCCAIN, OR APPROVED EQUAL. SIGNAL HEADS, LOOP TO LIMIT LINE 26 LJ,J N Z SACKPLATES, AND BRACKETS SHALL BE METAL. ALL NEW r� BACKPLATES SHALL INCLUDE A NEW 2 INCH YELLOW L U _ Q O REFLECTIVE BORDER PER CALTRANS STANDARD SPECIFICATIONS. O cl) U 8. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NEW BACKPLATES TO BE INSTALLED ON EXISTING SIGNAL U w E: _ 16J2L HEADS ARE THE CORRECT SIZE AND WILL FIT WITH THE EXISTING HARDWARE AND ASSEMBLY. w Q _ 9. CONTRACTOR IS RESPONSIBLE FOR MODIFYING ANY Jow O 6J2U SIGNAL HEAD MOUNTING HARDWARE NEEDED TO a ACCOMMODATE SIGNAL HEAD INSTALLATIONS PER THESE l n MOUNTNG H RDW RENTR NEEDEDPLANS. COACTORS�TO LL FU PRIOVI ENY INTENDIED v O Z Z INSTALLATION. Z o 10. UNLESS OTHERWISE NOTED, ALL NEW PEDESTRIAN PUSH BUTTONS (PPB) SHALL BE 2-WIRE POLARA INS OR Q APPROVED EQUAL WITH R10-3R SIGN. ALL PUSH BUTTONS SHALL BE INSTALLED AT A HEIGHT AND LOCATION THAT CONFORMS WITH ACCESSIBILITY REQUIREMENTS PER CA MUTCD. r 11. ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO PROCUREMENT. 12. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PHASE DIAGRAM. 13. THE CONDUCTOR SCHEDULE IS PROVIDED AS AN INSTALLATION GE ONLY. IT SHALL BE THE RESPONSIBILITY R' CONTRACTOS RESPONSIBILITY TO REQUIRE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. -. G H - ib. ALL NEW CONDUCTORS SHALL LABELED IN THE C CONTROLLER CABINET AND EACH PULL BOX TO IDENTIFY PHASE OPERATION. 15. ALL SALVAGED ITEMS SHALL BE DELIVERED TO 25 PRADO ROAD. DELIVERY OF SALVAGED EQUIPMENT TO BE COORDINATED AND APPROVED TY THE CITY'S SIGNAL TECHNICIAN (805) 781-7032. ALL EQUIPMENT THE CITY levgw CHOOSES NOT TO RETAIN SHALL BE DISPOSED OF BY THE - CONTRACTOR. 16. CONTRACTOR SHALL PROVIDE 10 WORKING DAYS NOTICE G �7w TO THE CITY PRIOR TO IMPLEMENTING ANY SIGNAL PHASING MODIFICATIONS TO ALLOW FOR ADVANCE oLae PLANNING AND TIME FOR CITY TO PREPARE CONTROLLER PROGRAMMING, AS NEEDED. 06P• 06 01 F► OLA m5 01 OR �___fl 06P• 06 A 5y' t F► OLA m2 rLA 05 �---p 02P• V �02 �___fl 02P• 07P• 07 07 m8 08 m8 -PROVIDE A LEADING PEDESTRIAN INTERVAL (LPI) xEv 17. CONTRACTOR SHALL ARRANGE AND PAY TO HAVE THE OD MANUFACTURER'S REPRESENTATIVE AVAILABLE AT THE TIME OF INSTALLATION, R NEEDED (I.E. MCCAINISWARCO, CD ITERIS, POLARA, ETC.) 18. WHERE EXISTING SIGNAL POLES ARE TO BE REMOVED, NE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PRO"sSF DISPOSING OF EXISTING POLE, AND DEMOLISHING EXISTING FOUNDATION TO A DEPTH 18" BELOW SURFACE, UNLESS OTHERWISE APPROVED BY THE ENGINEER.m e o 22p21�-20&ESIG _Hg—da 71— sGu[ PLR SCALE EEET TS-20 66 of 94 SIGNING AND STRIPING SIGNING AND STRIPING SIGN SCHEDULE SIGNING AND STRIPING NOTES NOTES (CONTINUED) GENERAL NOTES INSTALL BIKE LANE PAVEMENT MARKING �1 WITH ARROW PER CALTRANS STD PLANS A24A A24C FURNISH AND INSTALL SINGLE -SIDED 31 RECTANGULARRAPID FLASHING BEACON (RRFB) SYSTEM PER DETAIL 12, SHEET SSD-02 G7 1. REMOVE ALL EXISTING PAVEMENT MARKINGS CONFLICTINGWITH THE SIGNING AND STRIPING PLAN EXCEPT FOR THE CONCRETE BRIDGE DECK IN CALTRANS RAN. WHERE PAVEMENT MARKINGS ARE PROPOSED INSTALL GREEN -BACKED SHARROW O PAVEMENT MARKING PER DETAIL 7, SHEET SSD-01 FURNISH AND INSTALL DOUBLE-SIDEDBIKE RECTANGULAR RAPID FLASHING BEACON ROUIE OUTSIDE OF PROJECT PAVINGISLURRY LIMITS, GRIND AND FOG SEAL ANY EXISTING MARKINGS THAT CONFLICT WITH WORD PAVEMENT MARKING ❑3 32 (RRFB) SYSTEM PER DETAIL 13, SHEET SSD-02 ,24'X24" 0.911 (CA) O77J ICA) OIa-1 (CA) 1 5 K•1 THESE PLANS. 2. ALL TRAFFIC LINES AND PAVEMENT MARKINGS SHALL PER CALTRANS PER CALTRANS STD PLAN A24D 33 REFRESH BIKE LOOP LEGEND 4 x 18 21"x R" 21'424' 24.45' CONFORM TO 2024 D 2014 CA STANDARD PLANS AND SPECIFICATIONS AND 2014 CA MUTCD, UNLESS ®INSTALL'CLEAR' WORD PAVEMENT MARKING PER CALTRANS STD PLAN A24E 0INSTALL KEEPWORDPAVEMENT PER CALTRANS STD PLAN EMARKING N A2 INSTALL 12' STOP LINE PAVEMENT 34 INSTALL BIKE DETECTION LOOP 35 PROTECT PLACE SIGN AND POST, TYPE PER PLANS REMOVE AND SALVAGE EXISTING SIGN AND y RM® SPEW LIMB SPEED UNIT OTHERWISE APPROVED BY THE ENGINEER. 3. THE ENGINEER SHALL APPROVE ALL STRIPING LAYOUTS AND SIGN LOCATIONS IN THE FIELD PRIOR TO INSTALLATION. MARKING PER CALTRANS REVISED STD 36 POST, TYPE PER PLANS CENTERLINES OF EACHADJACENT SINGLEOR DOUBLE STRIPE OR FACE OF CURB AS APPROPRIATE. © PLAN RSP A24G, 5'-O'FROM EDGE OF CROSSWALK, UNLESS OTHERWISE INSTALLSALVAGEDSIGN AND POST, TYPE'2 3] PER PLANS 21''14 N-21CA) 18%ta' R11 78�• R1-1 (TRAIL) 18'v18' Ri �.i 3( 30" R2-1(32) 24"z30- R2-1 (35) 24X80" 5. ANY DEVIATION FROM THE STRIPING AND SIGNING PLAN SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY NOTED �INSTALL YIELD LINE PER DETAIL 3, SHEET 7 INSTALL 6" WHITE STRIPE AT 45° ANGLE 38 WITHIN LIMITS OF 6" WHITE STRIPE, AT 15' O.C. CHANGES BEING MADE IN THE FIELD. 6. CONTRACTOR SHALL INSTALL D BLUE REFLECTIVE SSD-01 INSTALL HIGH VISIBILITY CROSSWALK ®PER CITY ENG STD 7350. CROSSWALK 39 INSTALL YELLOW CURB LJMT 4O ■/j' ONLY RM gTE Ta• NDIr NOT AS PASS a NTYPE MARKER AT EACH FIRE HYDRANT LOCATION WITHIN THE PROJECT LIMITS PER CITYSTD 1921, 7. UNLESS OTHERWISE NOTED ON PLANS, ALL NEW CROSSWALKS SHALL MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. INSTALL'HUMP' WORD PAVEMENT 40 MARKING PER CITY ENG STD 7320 BE 11' WIDE MEASURED FROM CENTER OF STRIPE TOCENTER OF STRIPE. R2-1(40) R3-1 R3-2 R3-5 R3.71R µt R : a PROTECT IN PLACE EXISTING SIGNAL LOOPS WHEN ❑INSTALL BIKEWAY BUFFER MARKINGS PER 9 INSTALL BIKE DIRECTIONAL SYMBOL PER 41 24"x30' 2411x24" 24•x24' 30•4W 30*.W Ta124' M REMOVING ANY EXISTING PAVEMENT MARKINGS. DETAIL 2, SHEET SSD-01 DETAIL 6, SHEET SSD-01 9. THE CONTRACTOR SHALL INSTALL TRAFFIC SIGN AND INSTALL 8'YELLOW STRIPE AT 45°ANGLE SIGN POST PERCITYSTC17210AND7215. F10110 WITHIN LIMITS OF PAINTED MEDIAN, AT 15' O.C. OR AS SHOWN ON PLANS RE MOVE EXISTING AND INSTALL NEW 42 SIGN ON MAST ARM, TYPE PER PLANS INSTALL HIGH VISIBILITY CROSSWALK PER ® ND ® yss��R TRACK 10 ALL NEW W112 MID W1a-7P SIGNS TO BE FLUORESCENT YELLOw`DR`F' LEGEND 11 DETAIL 1GREE BIKE A p0E MARKINGS PER CALTRANS STD PLAN A24F. SPACES BETWEEN LADDER BAR MARKINGS TO BE BE�f1ES D vaeF ROUTE INSTALL YELLOW FLEX POSTS 5' O.C., 12 PEXCO CITY POST MODEL EAC, 36'WITH 43 PLACED TO AVOID VEHICLE WHEEL TRACKSTO MAXIMUM EXTENT R4-7 R5-1 R5-3 REAR R10-6 Rl0.ISC R14-I THE -SHEETS (SEE STRPM NOTE 25) TWO YELLOW RETROFLECTIVE WRAPS PRACTICABLE. 24"x30' 36'x36" 24"14' 36'x12' 24' 36' M0 30' 24'a18' 13 INSTALLTWOSTAGEBICYCLETURN INSTALL '101 ', 'NORTH','ONLY WORD qq PAVEMENT MARKING PER CALTRANS STD ❑ SLURRY SEAL BOX PER DETAIL 5, SSD-01 INSTALL GREENWAY PAVEMENT MARKING PER 8 14 DETAIL SHEET SSD-01 PLAN A24E 45 REMOVE EXISTING SIGN AND POST ® Id ® - • y ❑ STRIPING REMOVAL ON CONCRETE BRIDGE DEECK SEE INSTALL SPEED HUMP MARKINGS PER INSTALL 12" YELLOW STRIPE AT 45°ANGLE 46 WITHIN LIMITS OF PAINTED MEDIAN, AT 15- wR L-0B FOR REMOVAL LIMITS) CITY ENG STD 7321 INSTALL STRIPED CURB EXTENSION PER i6 O.C. OR AS SHOWN ON PLANS R26(CA) 12'h1a• R25(S)iCA) 1741 s' R300(CA1 17v18' R8171CA) R811CA) R81A (CA) R96 PRECAST CURS (PER DETAIL I. DETAIL 4,SHEN BIKE L1 INSTALL GREEN BIKE LANE MARKINGS PER CITY INSTALL REMOVABLEOR TO CONFIRM 4] STD. CONTRACTOR CONFIRM 30'R24' 12'�18' 121d' 12'�18' SHEET CD-03) 1] DETAIL 1, CASE 1, SHEET SSO-01 INSTALL GREEN BIKE LANE MARKINGS PER ig DETAIL I, CASE 2, SHEET SSD-01 EXACT BOLLARD LOCATION IN THE FIELD. T BOLLARD N I 49 SS GUIDESIGN AND POST PER DETAIL 11, SHEET SSD-01 11, SHEET RIGHT ( DEAD O INSTALL TYPE K-1 OBJECT MARKER PER <s>O I LANE O O END 19 CALTRANS STD PLAN A73A INSTALL PAVEMENT MARKER AND ND 20 INSTALL ARROW PAVEMENT MARKINGS PER CALTRANS STD PLAN A24, TYPE PER PLANS ® TRAFFIC LINE PER CALTRANS STD PLANS A20A- A20D. SEE DRAWING W1-2 IV4-2 'A'ui Yt •.12 W11. t!, W14-1 W16-7P INSTALL NEIGHBORHOOD GREENWAY SIGN AND 21 POST PER DETAIL 10, SHEET SSD-01 BUBBLE FOR DETAIL NUMBER. 3Px30' 30'n30' 30'.30' n'a30' 30' X 30' 30"x30" 24"x12" INSTALL WHITE FLEX POSTS 20' O.C., PEXCO 22 CITY POST MODEL EAC, 36" WITH TWO GRAY RETROFLECTIVE WRAPS INSTALL CHEVRON MARKING PER CALTRANS 23 STD PLAN A20C OR RCO 5P® NDNP SMILES AMEAD ��, :; ENEAE INSTALL WHITE FLEX POSTS 5' O.C., PEXCO 24 CITY POST MODEL EAC, 36"WITH TWO CRAY R13A ICAI WITI W34A(CA1 W84(CA) RETROFLECTIVE WRAPS 16N301 301.30 36 x30 3"36 INSTALL PREFORMED THERMOPLASTIC SHEETS, OFFSET BRICK PATTERN, COLOR 25 PER PLANS, ENNIS-FLINT BV PPG TRAFFIC PATTERNS OR APPROVED EQUAL. CONTRACTOR SHALL CONFIRM PATTERN AND COLOR PRIOR TO INSTALLATION. 26 INSTALL RED CURB EflREMOVE AND INSTALL NEW POST WITH 2] EXISTING SIGN PANEL, TYPE PER PLANS 28 INSTALL SIGN AND POST, TYPE PER PLANS INSTALL RADAR SPEED FEEDBACK SIGN (TRAFFICLOGIX EVOLUTION 12FM W/ SOLAR 29 KIT AND YELLOW SIGN FACE) ORAPPROVED EQUAL ON W PUNCH POST, INSTALL R2-1(35) ON SIGN. POST BELOW SPEED LIMIT FEEDBACK • SPEED FEED BACK SIGN. 30 INSTALL 6" WIDE YELLOW DIRECTIONAL GUIDE STRIP (VANGUARD SYS. OR APPROVED EQUAL) wnats below. Call 5eiore yoe e�9. fly H Ow LLI Ix 0 (n U H Lu W J EL U0 O 0 Z Q W 0 Z W W J W W _ z N CL Z U) z Q 0 Z Z (D Tn Januarys ?OR1�-10fi#DEiJ119uere.M9 SPM-01 67 Of 94 i Ma 2 I LO OS } LIFL4 V L RD I (4EOSF) 17 I 1211' 4' I IF ' LL 1s• s• I w J TYPE IV 20 04 a IO - - V=N(1SSFTYP) 7D 9e Rri11C4aA141 CD — — a. I w R2-1, R26(CA) 8 R741 35 (12 LF) 6o- -I RM1V 22 ITYPI On 41OSSFTYPI I p RBDSF) iT - - ♦ � ♦ 20 TYPE IV ♦ ♦ ® ♦ ® ® ^ 9 I>Duj p 17 (1009F) + ]9 IOOLFI Q O a ISM 9FI - N + S HIGUERA ST /� TYPE IV ID - `_ iy�zyt„71 Li B (uz9FJ L/% Q TYPEI(u SFTYP.i 20 W 0 d Tn L Z 0 90'BAV TAPER 8�00 7+00 t _ /� % - - hp� 2] - 11 V Lu Z M s h CONST. CL lfj�a 7-- - co 1 F O (110 39 pOLPj� F i 0' + —� — O W u) Sj - - — - - - - — -RK SIGNING ANDS a ¢ Lu (3M LF) 38 (436 LF) 22 - — - - — - - — - - — (252LF) 38 35 R81(CAI{RalA1W 11IN� Ifa9lfl a K21GI m NOTES Lu zLu INSTALL BIKE LANE PAVEMENT MARKING 0 Z U) �1 WITH ARROW PER CALTRANS STD PLANS = U C7 Q A24A-A24C (n Q' INSTALL 12" STOP LINE PAVEMENT Lu MARKING PER CALTRANS REVISED STD PLAN RSP A24G, 5'-0" FROM EDGE OF Q9 CROSSWALK, UNLESS OTHERWISE _ I NOTED INSTALL HIGH �� CROSSWALK W TYPE M(t55FTYP.I 22 (350LF) I ❑a PER CT' NG SI0 STD 3CROSSWALK 31 I T RI1A (Gi{R141 I MARKINGS SHALL BE WHITE UNLESS 22 (TW) i I200UT OTHERWISE NOTED ON PLANS. INSTALL BIKEWAY BUFFER MARKINGS PER 12 TYP 25 (110LF) ❑9 OETAIL I,SHEET SSD-01 e (500 LF] IO INSTALL B" YELLOW STRIPE AT 45°ANGLE 9 R47LII i(C� gRua"Loll-, 10 WITHIN LIMITS OF PAINTED MEDIAN, AT c �h _ _ __- __ - __—_--__ M�1_ _ -_—P1M Ia 1STL. ORAS SHOWN EN BIKEANMPLANS RK _ _ _ _ _ _ F 11 DETAIL GREEN BIKE LANE MARKINGS PER w h I lil DETAIL 1. CASE 3, SHEET SSD-01 [i _ W INSTALL YELLOW FLEX POSTS S' O.C., PIEXC EL w b - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S HfGUERA ST LF 29 g u]{Rb2 - — — W 12 TWO YE11OW RETROFD EC VE WRAPSH [gbh N '1+ _ �® TYPE 104 V TYP) - - ' - - - - - - - _ - _ _� _ b g ,I[.T W INSTALL GREEN BIKE LANE MARKINGS PER b b 71� Tn 1T DETAIL 1, CASE 1, SHEET SSD-01 I 1 0 1p0o — CONST. CL p - _ _ 13+00 — g R3� 179LF) tp (rye o I O 1a INSTALL GREEN BIKE LANE MARKINGS PER O _ _ _ — +❑ DETAIL I, CASE 2, SHEET SSD-01 } RO ta+ rt 4► 2P - - _ _ _ - =ELF) 11((MUF) F ®—TAU-ARROW PPMENTYPE MARKINGS g CALTRANS D LAN PLANS •'(o- u[`t INSTALL WHITE FLEX POSTS IT O.C., PEXCO RCITYET POST MODEL RAC, 36' WITH TWO GRAY � - -_ _ 1 {fO55FttPl -► RETROfIECTIVE WRAPS IX I1 I?2lF) _ W REMOVE AND INSTALL NEW POST WITH ZI _ _ - Z 27 EXISTING SIGN PANEL, TYPE PER PLANS = S R3615i(Cq 9 ;I IS IFI - - J �1 to IN LF) L? S ® INSTALL SIGN AND POST, TYPE PER PLANS Hj 05 R2 1 �' i J - — - U Q ► jlMLFl Alfl Q I] INSTALL BIKE DETECTION LOOP 2?Z 1255 LFI 35 R251CA1 2B N1(C!O � � 9 lXOLF) 1B 100 LF ;� � � i ® PROTECT IN PLACE SIGN AND POST, TYPE I I ! 35 Ri-18R3-SR PER PLANS aa. '- A rvoremeerzs �' 36 REMOVE AND SALVAGE EXISTING SIGN AND 35 R96 POST, TIDE PER PLAINS pplpn INSTALL SALVAGED SIGN AND POST. TYPE rr xorvoGiw Rkp PERP 3] PER PLANS zILEL- Hig aa.My VACHELL LN o 10 INSTALL PAVEMENT MARKER AND what's below. 0 ® TRAFFIC LINE PER CALTRANS STD SPM-02 Cell bofore you ft. SCNE PLAN SCALE FEET PLANS A20A- A20D. SEE DRAWING 68 Of 94 8 (442 SF) 9 (205 LF) 17 (8105F) O GA 29 (200 LF) ( ) ® 6 (30 LF) ® 38 (ifi6 LF) 9 205 LF s � _ D- 29 (200 Jr) 22 (NP) 7 (70.5 SF NP.) 13 (705F) 18 (100 LF) (245L J 111 1n RAV __ __ _ __ __ __ RW 3: W I to �.». ......»».»........ r 10'......».....»........»»............ : W J W m LU t LULUS HIGUERA ST W - (72 ELF) 9 — — — — — — — — — — — — — — — —- - - - TYPE 0 — — — — — — — — — — — — — — — — //// CONST. CL 20 M(15 SF NP.) TYPE IV + %, 20 / _ — _ — - N +0 4 '00 F 60.0'BAY TAPER IN _ — — — — — — — — — _ _ — — — — — — — — — — 71 (68 LF) — — — — — — — — — — — — — — — — — — — — — — 2 Z y —► - — — — — -_ CD J + F 1 - (200 LF) 10 (88 LF) 18 18 (88 LF) (fi00 LF) 17 B (245 LF) Q co (26 LF) 7 9 5LF) (22 LF)) (3955F) 8 22 (250 LF)_____ RRN I� Q co29 R2-1(35) (3 9 (40 LF) (205 LF) 9 (410 SF) 8 , L' 28 R26(CA) 8 R81(CA) 28 R2-7 8 R26(CA) 0 w J F SIGNING AND STRIPING O �- a o \ 35 R26(CA) NOTES w z o INSTALL BIKE LANE PAVEMENT MARKING ` ❑1 WI HARROW PER CALTRANS STD PLANS O � CD SUBURBAN RD ® INSTALL'CLEAR'WORD PAVEMENT MARKING U W F PER CAL TRANS STD PLAN A24E ❑5 INSTALL'KEEP' WORD PAVEMENT MARKING PER CALTRANS STD PLAN A24E J LU Cn QQ 0 L1J INSTALL 12' STOP LINE PAVEMENT Z Z Lu ❑ MARKING PER CALTRAREVISED STD PLAN RSP A24G, 5'-0" FROM M EDGE OF = O F, R1735 CROSSWALK, UNLESS OTHERWISE NOTED (n Q (288SF) 8 1 r m D (n R49� ( ) 77 (80 LF) 25 (85 LF) INSTALLHIGH VISIBILITYCROSSWALK I ❑8 PER CITY ENG STD 7350. CROSSWALK MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS LLu 2 2 STREET NAME SIGNS 2] ;LF) R26 (CA) 9 (298 LF) 38 235 LF _ HI D 38 (65 LF) ( ) INSTAL 2, SHEET SSD-FER MARKINGS PER (12 LF) 9 (65 LF) 38 0 9❑ � � 22 (]5 18 (100 LF) R26 (DA) 35 D_DETAIL 2, SHEET SSD-01 1(105 LF) 22 R26 (DA) 3INSTALL 8'YELLOW STRIPE AT 45°ANGLE 10WITHIN LIMITS OF PAINTED MEDIAN, AT 7] (1010 SF) 17 W15'O.C. OR AS SHOWN ON PLANS 38 (35 LF)IQ�7 11 INSTALL GREEN BIKE LANE MARKINGS PER —L — — — W ❑ DETAIL 1, CASE 3, SHEET SSD-01 iy W INSTALL TWO -STAGE BICYCLE TURN a V1 13 BOX PER DETAIL 5, SSD-01 O C _ 80 LF) 11 5 (24SF) S HIGUERA ST _ _ - - - - - 17 INSTALL GREEN BIKE LANE MARKINGS PER ME a + DETAIL 1, CASE 1, SHEET SSD-01 m Q 20 NPE IV (275F) 4 e 20 NPE VI R4-78K-1 (CA) 35 R61 35 35 R4-]&K-1 (CA) Q 18 INSTALL GREEN BIKE LANE MARKINGS PER F DETAIL 1, CASE 2, SHEET SSD-01 QpprF55rp 6 (17 LF)) - - 19 CATRANSSEKPABJECT MARKER PER x 40 INS CALTRANS T STD PLAN OBJECT _ (17 LF� 6 so 20 = 20 INSTALL ARROW PAVEMENT MARKINGSPER LU20 CALTRANS STD PLAN A24, TYPE PER PLANS — — — — — — — — — — — — — — — — — Z— — — — — — — — — — — LU J (68 LF) 11 Z INSTALL WHITE FLEX POSTS 20' O.C., J 22 CITY POST MODEL EP.C, 36' WITH TWO GRAY GRAY _ = RETROFLECTIVE WRAPS F IF REMOVE AND INSTALL NEW POST WITH Q (65 LF) 3B Q 27 EXISTING SIGN PANEL, TYPE PER PLANS oe (700 LF) 30 (]00 LF) f] ro • — — — — — RNJ �soxeOVv. (105 LF) 9 R261Cjj� 100 LF 18 (3E0 LF) 9 (80 LF) 25 28 R81(CA) 2B INSTALL SIGN AND POST, TYPE PER PLANSer. _ _ __ ___INS TALL RADAR SPEED FEEDBACK SIGN R49( 19 11 (68LF) 17 (740 SF) (173LF) 22 (TRAFFICLOGIX EVOLUTION 12FM W/SOLAR TYPE IV (75SF TYP.) 20 ® (2885F) 6 HIG RA 29 EQUALON 14'PUNCH POST. INSTAKIT AND YELLOW SIGN FACE) OR LL R21(35) ��9FY PLAZA I SPEED LIMIT SIGN ON SAME POST BELOW SPEED FEEDBACK SIGN. _ 35 PROTECT IN PLACE SIGN AND POST, TYPE PER PLANS rnem er INSTALL PAVEMENT MARKER AND ® TRAFFIC LINE PER CALTRANS STD PLANS A20A-A20D. SEE DRAWING o • BUBBLE FOR DETAIL NUMBER. ruE rvo.�io ppp�.pS.TSP1AnFiguer er, below. rr rvo.0 SPM-03 Cell bofore you tli9. sruE PLAN SCALE FEET 69 of 94 O ' m TYPE IVm Q o + ( ® 4 'VOL im m � O i SIGNING AND STRIPING NOTES u" TYPE IV INSTALL BIKE LANE PAVEMENT MARKING ' 1- 9 (123 LF) (25 LF) 9 I ❑j WITH ARROW PER CALTRANS STD PLANS A24A-A24C ](100 LF) 36 (246 LF) INSTALL I2'STOP LINE PAVEMENT (10.5SF TYP.) 1 RNV MARKING PER CALTRANS REVISED STD lW © PLAN REP A24G, 5'-0' FROM EDGE OF ® J CROSSWALK, UNLESS OTHERWISE NOTED INSTALL HIGH VISIBILITY CROSSWALK ---- . .. ..... PER CITY END STD ]350. CROSSWALK ........ .:....J 8 MARKINGS SHALL BE WHITE UNLESS 5D OTHERWISE NOTED ON PLANS. W INSTALL BIKEWAY BUFFER MARKINGS PER ❑9 DETAIL 2, SHEET SSD-01 o INSTALL B'YELLOW STRIPE AT45°ANGLE 10 WITHIN LIMITS OF PAINTED MEDIAN, AT 15' O.C. OR AS SHOWN ON PLANS M INSTALL GREEN BIKE LANE MARKINGS PER O 6 (40 LF) F 11 DETAIL 1, CASE 3, SHEET SSD-01 � - - - - - ��n - - - = 13 BOX PER DETAIL S SSD-0iCLE TURN M tO . INSTALL GREEN BIKE LANE MARKINGS PER Z � . RAN LU 17 DETAIL 1, CASE 1, SHEET SSD-01 fr U) Q Cn 17 (55 LF) J 18 INSTALL GREEN BIKE LANE MARKINGS PER O d 1 V LI ❑ DETAIL 1, CASE 2, SHEET SSD-11 Q LUr F (65 LF) 9 H INSTALLARROW PAVEMENTMARKINGS PER LV Z IS' 35 R61(CA) 20 CALTRANS STD PLAN A24, TYPE PER PLANS d co (723 LF) 9 INSTALL WHITE FLEX POSTS 20' O.C., P= O (� K N I (66SF)8CITY POST MODEL EAC, 36" WITH TWOGRAY (123LF) 22 RETROFLECTIVE WRAPS U w U) FQ 335 R10-6 N 1 1 (1YP) 22 I 23 ISTID PLAN NSTALL CHEVRON MARKING PER CALTRANS Q ❑ Z INSTALL w E FLEX POSTS 5' O.C., PEXCO LV ¢ W W 35 PROTECT IN PLACE SIGN AND POST, TYPE PER PLANS 0 INSTALL PAVEMENT MARKER AND = ®TRAFFIC LINE PER CALTRANS STD PLANS A20A - A20D. SEE DRAWING BUBBLE FOR DETAIL NUMBER. I2 =I 9 (550 LF) 20 TYPE IV (155F TYP.) R26 (CA) 35 (2A2 LF) R26 (CA) 26 R4-7 8 K-7 (CA) 26 R47, R3-2, & K-1 (CA) O � 9 u LU 3 C 9 (95 LF) 35 R3-2 8 R6-1 d iw m 38 (206 LF) 20 TYPE IV 22 (TYP) 17 (33 LF) 1 77 (206 LF) ( F) W 5 9pL LU I 1 Y UU I" bT S HIGUERA ST +I M+ 23'REVERSE 10 _ — _ _ _ _ _ CURVE O Fpr uFe 90' BAY TAPER 60' BAV TAPER _CONST-CL - M 34+00 3 Fj oe x DVY UJ 20 TYPE V TYPE IV 20 = Z - _ _ — — — — — — — — — TYPEI — — — — — �W _I_____ Z vx 0 I. RNY __ (178 LF)_ R. Amer (110 LF) 22 1 (10.5 SF TYP.) (375 L 29 (51 LF) 11 (85 LF) 25 ,Ap 9 550 LF F) (50 LF) 22 (60 LFJ 36 ® sPeciricA.rox rvo �-6 ( ) (193LF) 10 R26 CA 35 TYP. 24 35 R26(CA) (105LF) 32 I E. xo. oton � R26 (CA) 35 9 (3]5 LF) (0 I 1 26 R61 (CA) �zort-zob rsclnn Rkp TYPE 1(145F TYP.) 20 uerzexn .. below. SPM-04 Cell bomre you ft. — PLAN SCALE F[rr 70 of 94 SIGNING AND STRIPING i NOTES r�4 INSTALL BIKE LANE PAVEMENT MARKING q 14 ❑1 WITH ARROW PER CALTRANS STD PLANS A24A-A24C 9 (790 LF) 29 (320 LF) R28 (CA) R26 (CA) INSTALL I2" STOP LINE PAVEMENT al 35 35 32 (30 LF) 38 (750 LF) W EL 6 MARKING PER CALTRANS REVISED STD Ll ❑ PLAN 5' RSP A24G, -0" FROM EDGE OF 9 (490 LF) 1 J CROSSWALK, UNLESS OTHERWISE cl)(22 LF) 32 NOTED Lj 1 U INSTALL HIGH VISIBILITY CROSSWALK _ �y _ _ W ❑6 PER CITY ENG STD 7350. CROSSWALK m MARKINGS SHALL BE WHITE UNLESS w w OTHERWISE NOTED ON PLANS. w INSTALL BIKEWAY BUFFER MARKINGS PER O� Imo❑ DETAIL 2, SHEET SSD-01 IN INSTALL 8'YELLOW STRIPE AT 45'ANGLE O + 10 WITHIN LIMITS OF PAINTED MEDIAN, AT 1� 0 50'FLgRE S HIGUERA ST CONST. CL a 15'O.C. OR AS SHOWN ON PLANS Q INSTALL TWO -STAGE BICYCLE TURN CD F-F 39t00 TYPE IV (15 Sf TYPT 20 40+00 4 00 4 y 13 BOX PER DETAIL 5, SSD-01 + INSTALL GREEN BIKE LANE MARKINGS PER Co 2 = 11 DETAIL 1, CASE 3, SHEET SSD-01 - W 18 INSTALL GREEN BIKE LANE MARKINGS PER Z Z Z DETAIL 1, CASE 2, SHEET SSD-01 Q 7 (n =20 CALTINSTALL ARROW PAVEMENT MARKINGS PER O _ - r v' A24, TYPE PER PLANS Lid U� 32 (30LF) " F �¢❑ NSTALLLL WHITE FLEX POSTS 0'O.C. P XCO W Z O R� - - - - (10.5 SF TVP.) 1 - - - - (208 LF) 71 1 - - - - - - - - - - - - - - RNJ CITY POST MODEL EAC, 36' WITH TWO GRAY + �I B (95 LF) R44 26 (759 LF) 10 RETROFLECTIVEWRAPS _ P_ 22 (TYP) Y R261CA) 35 (205 LF)(22 (n LF) 32 27 REMOVE AND INSTALL NEW POST WITH 0 co M A R81(CAf 28 9 (196 LF) I EXISTING SIGN PANEL, TYPE PER PLANS U W � Q (190LF) 9 28 INSTALL SIGN AND POST, TYPE PER PLANS ~ (435 SF) 8 27 STREETNAMESIGNS (229 LF) 9 I ❑ w Z N HIND LN 35 PER PLANS 11111 PRO ECT IN PACE SIGN AND POST, TYPE Lof u J Q W INSTALL PAVEMENT MARKER AND a (_9 ® PLANS A20A EA20DPER CSEE DRAWING = O - of ZACA LN BUBBLE FOR DETAIL NUMBER. V U) R1-78STREET AlIGNI y N w 9 (255 LF) R81(CA) 351 8 (349 SF) 32 (100 LF)----(98 LF) _ - - -(42 LF) 35 R2-18 R26 (DA) 32 (100 (1S I O (102LF) 11 9 (130 LF) 9 (76 LF)_ RAN>I RAN 17 (20LF) _22 (7YP) 11 (20LF) 1T11 (74LF)--_Q_ _ _ _ _ _ _ (30 LF)a e w UU LU Fn w o N 0 II - - - - -TYPE IV(- -TYP-( 01 < (2� LF) 32 (269 LF) 32 _ _ (70.5 SF T'P.) 1 _ _ _ - _ 9 (300 LF) - _ _ _ _ - _ - _ 255 LF 9 ( ) _ - _ _ _ _ ^ (48 LF) 18 FhY (30 LF) 10 ® (130 LF) 9 35 R2.7 35 R26 (CA) 35 R28 (CA) 35 R26 (CA) --below. Call 5erore ro� a19. QppiF55ry,. - a u IF 22oz0-zasrscGi Hige .w SPM-05 s E PLAN SCALE FEET 71 Of 94 ' I NOTESG AND STRIPING • OR k 17 (26 LF) 32 (145 LF) I WI HARRO LANE PAVEMEN STIDPLNG B (4105F) 9 (315 LF) 1❑ WITH ARROW PER CALTRANS STD PLANS 9 I(18 LF) 29 (700 LF) INSA24TALL INSTALL 12" STOP LINE PAVEMENT 35 R26 (CA) F- MARKING PER CALTRANS REVISED . 9 (50 LF 2 �'IILF) 18 100L (1055FTYP) 7 (94 LF) W PLAN RSPA24G, 5'-0"FROM EDGE OF N 28 R10-15C 13 (60 SF( ( F1 25 (95 LF) 71 (9B LF) ?2 TYP( ) J CROSSWALK, UNLESS OTHERWISE 10'9 22 (70LF) Ry�,NOTED W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �0 INSTALL HIGH VISIBILITY CROSSWALK = 1!. N - I\ IW O PER CITYENGSTD BE CROSSWALK LU L m MARKINGS SHALL BE WHITE UNLESS 0 'r' OTHERWISE NOTED ON PLANS. W W. - 0 10 •''S HIGUERA ST c 9 INSTALLBIKEWAY BUFFER MARKINGS PER _ ❑ DETAIL 2, SHEET SSD-01 — — — o PFR O INSTALL GREEN BIKE LANE MARKINGS PER N •••::.. 20 TYPE IV (158F 1�P b4 R } 11 + ""' """" J �0 TYPE iV / CONBT. C _ DETAIL 1, CASE 3, SHEET SSD-01 INSTALL YELLOW FLEX POST55'O.C., o of ro Q F 12 PEXCO CITY POST MODEL EAC, 36" WITH CD � H •••• 4 (n TWO YELLOW RETROFLECTIVE WRAPS + (n l:::: 77 TYPE IV 20 - t1 IT _ �_ ❑ INSTALLTVO-STAGEBICYCLETURN Lo _=k• •• fi — — — — — — — — — — — — — _ — — o F. 13 BOX PER DETAIL 5, SSD-01 z 1 Z 1B DETAIL iGREEN CASE 2, BIKE LA ET MARKINGS PER Q N J n T 2 20 INSTALL ARROW PANEMENTMARKINGSPER O ' 0 2 31 ❑ CALTRANS STD PLAN A24, TYPE PER PLANS TYP. 12 R3-28R6-iR 28 28 R4-]8K-7 U w o ~ F RM1N R4-]8K-7 CA 28 (CA) H INSTALL WHITE FLEX POSTS 2D'O.C.,PEXCO LJ,J Z O �I (40 LF) 18 _ (50 LF) 38 22 CITY POST MODEL EAC, 36' WITH TWO GRAY d u R26(CA) 35 35 R26 (CA( (95 LF) 25 9 (320 LF) RETROFLECTIVE WRAPS co (27 LF) 6 (82 LF) 22 28 R87 CA (316 LF) 9 INSTALL WHITE FLEX POSTS 5' O.C., PEXCO O E It (50 LF) 9 ( ) I 24 CITY POST MODEL EAC, 38"WITH TWO GRAY U W � Q (3275F) 8 27 STREET NAME SIGNS RETROFLECTIVE WRAPS Q Q N GRANADA DR REMOVE AND INSTALL NEW POST WITH N LU Z 27 EXISTING SIGN PANEL, TYPE PER PLANS LL J Q 28 INSTALL SIGN AND POST, TYPE PER PLANS �Z�L1 a z W 1C..Y Z I 35 PROTECT IN PLACE SIGN AND POST, TYPE V O Z ❑ PER PLANS U Cn REMOVE AND SALVAGE EXISTING SIGN AND Q 36 POST, TYPE PER PLANS N w 9 (450 LF) Lu I 37 INSTALL SALVAGED SIGN AND POST, TYPE (795 LF) PER PLANS =I 22 9 (TYP) R26(CA) = 35 R26(5)(CA( 35 r INSTALL PAVEMENT MARKER AND m 9 (190LF) O ® TRAFFIC LINE PER CALTRANS STD 71 32 LF PLANS A20A - A20D. SEE DRAWING ( ) 1 77 (38 LF) D_ BUBBLE FOR DETAIL NUMBER. IW O N NJW Q J_ LU N N LUW EO W N g S HIGUERA ST CONST.CL C WPEIV(15SFEATYP.) 20 s o 4 N �pnMF55rp W LU Z Z J J U 9 (368 LF) (105 SF TVPJ 7 L � U Q 1 450 LF 32 Q °� �I ( 1 r7j STREET NAME SIGNS 27 174 LF) 71 I� „x,DVv. (319 6 L 6 R1-1 37 36 6LF 6 S HIGUERA FRONTAGE RD 2� M" ,1, below. SPM-06 Cell bofore you tli9. sruE PLAN SCALE FEET 72 of 94 ti SIGNING AND STRIPING NOTES lane R26 (8) (CA) 35 R2-1 & R26 (S) (CA) 35 INSTALL BIKE LANE PAVEMENT MARKING O WITH ARROW PER CALTRANS STD PLANS A24A-A24C OP LINE PAVEMENT qqww O 9 (180 LF) (305 LF) 9 (MARKING PER T (32 LF) CALTRANS REVISED STO �I 1 (10.56F TYP.) 17 ILL ,,LLLL PLAN REP A24G, 5'-0" FROM EDGE OF RhN 22 (TYP) �-L 9 (456LF) 1 38 (134 LF) 2Y (290 LF) Pjw LU CROSSWALK, UNLESS OTHERWISE f�_ _ _ _ _ _ NOTED W TYPE IV 20 - O INSTALL HIGH VISIBILITY CROSSWALK W _ PER CITY ENG STD 73W. CROSSWALK S L j 8 MARKINGS SHALL BE WHITE UNLESS Ui m OTHERWISE NOTED ON PLANS. LU W W ❑9 INSTALL BIKEWAY BUFFER MARKINGS PER DETAIL 2, SHEET SSD-01 CONST. CL S HIGUERA ST INSTALL 8" YELLOW STRIPE AT 45°ANGLE N p 10 WITHIN LIMITS OF PAINTED MEDIAN, AT `$ 57 0 58+00 —� 0 60i+ 15' O.C. OR AS SHOWN ON PLANS INSTALL GREEN BIKE LANE MARKINGS PER [/ _ 11 Q 90' BAY TAPER _ 20 TYPE IV (75 SF EA TYP.) TYPE M 20 - DETAIL 1, CASE 3, SHEET SSD-01 C> - — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — 18 INSTALL GREEN BIKE LANE MARKINGS PER } DETAIL 1, CASE 2, SHEET SSD-01 Lo INSTALL ARROW PAVEMENT MARKINGS PER co 20 CALTRANS STD PLAN A24, TYPE PER PLANS Z Z— ry RhN n N Z INSTALL WHITE FLEX POSTS 20' O.C., PEXCO (n J Cl) CITY POST MODEL EAC, 38" WITH TWO GRAV O V28 R81 (CA) _ _ _ _ _ _ _ _ _ _i RETROFLECTIVE WRAPS Q w F 225 LF 32 11 150 LF QI 1 g ( ) (ZOO LF) 9 1 ( ) / (56 LF) B 1 r 28 INSTALL SIGN AND POST, TYPE PER PLANS W (450 LF) Z � 35 R26(CA) / la PROTECT IN PLACE SIGN AND POST, TYPE IL (35 LFJ 18 35 PER PLANS 0 ~ Ln INSTALL PAVEMENT MARKER AND O ® TRAFFIC LINE PER CALTRANS STD U W Cn F PLANS A20A-A20D. SEE DRAWING Q 0 N BUBBLE FOR DETAIL NUMBER. N W Z ' LL J W d � W PRADO ROAD 0 O -Z F- ' (70 LF) 9 I IZ ` = V (36LF) 6 I \ I F.(CA) 35 35 116(CA) (480 SF) 8 1 _ (70 LF) 9 ((� /� _ -- 11 (26 LF)\ 4 = Q `� NV4 �1 — — ' Roy (66 LF) 22 (385 SF) 8 35 R26 (CA) 9 (370 LF) N � 1 8 (398 SF) 1 ry V 38 (197 LF) — 9 (175 LF) 32 (27'F) R(N _ _ _ _ 7 (105SFTYP.) _ w � BAy TAPER N O p G 0 C 11 (80LF — - - - - - - - - - - - S HIGUERA ST 6 (30 LF) — _ o pµ0rF55rp co _ _TYPE IV 20 61+00 = 6 (30LF) — — — '3+ 0 TYPE IV 20 _ Z CONST. CL _ _ W Z 11 (86 LF) — 20 TYPE IV (155F TYP.)— (75LF)-10 Q(65 LF) 38 g R14-1&R2SA(CA) 35 _ — — ( ) ioxeo0ev. _ 22 (200 LF)(— 315E)9 90 LF 29 (88 LF) 18 TYPE 20 8 14 SFTVP' 35 R2-1 (TYP) 22 1 6 (38 LF) 1 � 35 R26 (DA) I (fi5 LF) 9 28 R81 9 (325 LF) (CA) \ yx 20 TYPE IV 0 IF � TYPE IV 20 / 8 / ID •zoz0-zob rscun eraan er, below. SPM-07 Cell bofore you tli9. sruE PLAN SCALE FEET 73 Of 94 SIGNING AND STRIPING �z NOTES 1150 /FI INSTALL BIKE LANE PAVEMENT MARKING E E E 9 I ryO LF) (32LFI 35 I ❑1 WITH ARROW PER CALTRANS STD PLANS A24A-A24C y _ _ _ INSTALL I2-STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD .... ` PLAN RSP A24G, 5'-0- FROM EDGE OF 0_I F J CROSSWALK, UNLESS OTHERWISE NOTED N 7j INSTALL HIGH VISIBILITY CROSSWALK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a O ROSSWALK ® IL T 20 TYPEN CGNST. CL S HIGUERA ST m MARKINGS SHALL 8E WHITE OTHERWISE NOTED ON PLANS. W. _ _�.b - - CI _ _ _ _ $ '_ _ W -N O INSTALL BIKEWAY BUFFER MARKINGS PER W N O b TYPE N 20 + 0 TYPE V 155F TYP) 20 b DETAIL 2, SHEET SSD-01 11 INSTALL GREEN BIKE LANE MARKINGS PER DETAIL 1, CASE 3, SHEET SSD-01 O+ L?3812 W 1p 18 INSTALL GREEN BIKE LANE MARKINGS PER DETAIL 1, CASE 2, SHEET SSD-01 Q F-Q INSTALL ARROW PAVEMENT MARKINGS PER 20 CALTRANS STD PLAN A24 TYPE PER PLANS CD + WN _ _ - _ - - _ _ _ - - - - - - ' ' - - - - - IT—hs -RETROFLECTIVE Z INSTALL WHITE FLEX POSTS 20'O.C., PEXCOQZ 22 CITY POST MODEL EAC, 38' WITH TWO GRAY WRAPS(25 Z LF)R26 (CA) 35¢N(Typ)22 LF) 32 9 LF) 36 R26 (CA) 35 INSTALL SIGN AND POST, TYPE PER PLANS Q (300 (410LF) (66 INSTALL RADAR SPEED FEEDBACK SIGN(170LF) 9 (CA) 35 (40LF) (TRAFFICLOGIX EVOLUTION I2FM WSOLAR KIT AND YELLOW SIGN FACE) ORAPPROVED Lu f�iv Z OW4-2 O+ 29 EQUAL ON 14' PUNCH POST. INSTALL N2-1(35) SPEED LIMIT SIGN ON SAME POST BELOW O (� O SPEED FEEDBACK SIGN. U W F Q ❑35 PROTECT IN PLACE SIGN AND POST, TYPE PER PLANS 0 N REMOVE AND SALVAGE EXISTING SIGN AND 3fi POST, TYPE PER PLANS W J w Z ' Q W Lu 37 INSTALL µSSLVAGED SIGN AND POST, TYPE O Z INSTALL PAVEMENT MARKER AND = U (' U) ,41 TRAFFIC LINE PER CALTRANS STD PLANS A2 - A20D. SEE DRAWING N Q w BUBBLE FOR DETAIL NUMBER. LLI 9 f25 LF) ` `;� �'xi R261Gl1 R6f}[1�) (ULF) INSTALL PRECAST CURS ER1 I W cc m Q LU 1n Q r N MARGARITA AVE i ara below. Call 5erore ro� a�0. I z�0sas.,sPM ��9��A� SPM-08 !-7� PLAN SCALE FEET 74 Of 94 SIGNING AND STRIPING 6mI 130 APT A Q • DID LLTA INSTALL PRECAST CURB PER : NOTES INSTALL PRECAST CURB PER DET I. SHEET CD-03 GET 1, SHEET CD-03 (24' RUN 1. CASE I. 2. CASE III I I BIKE LANE PAVEMENT MARKING f• O INSTALL WITH ARROW PER CALTRANS STD PLANS 140' RUN: 3x CASE 1, 2x CASE 11) ]5 R261G1 DID LLT A 136 LFI 9 A24A- A24C - W IL INSTALL PRECAST CURB PER INSTALL NIGH VISIBILITY CROSSWALK 2 2 22 MPI DET I. SHEET CO-03 32 1J6B lO 75 I ❑e PER CITY ENG STD E W CROSSWALK co J IBD' RUN. 8a CASE 1, 2, CASE Il) DID LLTA DID LLTA l2 (991� MARKINGS SHALL BE WHITE UNLESS = W W 9 (149LF) INSTALL PRECAST CURB PER INSTALL PRECAST CURB PER 1� OTHERWISE NOTED ON PLANS. 132 LF) B i255 LF1 BET I. SHEET CO-03 DET I. SHEET CD-03 1 11 (321f1 y, y INSTALL BIKEWAY BUFFER MARKINGS PER (SC'RUN: Sx CASE 1, 2Y CASE IIJ _ - - -ffRIN ev CASE 1. 2x CASE III _ _ _ _ Nw �j ❑ DETAIL 2, SHEET SSD-01 IT IDETAILI CASE 3,, EEN ISHEKE LANET SSD-01KING3 PER h F b ~ W iB INSTALL GREEN 2, 1E LANE MARKINGS PER 3 w IYPENIt55FTYP1 INSTALL ARROW PAVEMENT MARKINGS PER - ❑ CALTRANS STD PLAN A24, TYPE PER PLANS S HIGUERA ST TEXCO . L 1 INSTALL T MO FLEX POSTS 20' O.C., GRAY A _ _ _ _ 22 CITY POST MODEL FAC, %" WITH TWO GRAY 78W0 �• ".0' Z 4, RETROFLECTIVE WRAPS O CD n ^ ® INSTALL RED CURB t i` o TYPE IV ID a 77 REMOVE AND INSTALL NEW POST WITH W Yn EMSTING SIGN PANEL, TYPE PER PLANS Tom___-_- - n t TYPE IV ID Z INSTALL SIGN AND POST, TYPE PER PLANS J (n III RLY _ a - _ b x _ r RN (CA)3e "A' b t '•'• -_- W O PER PLANS PLACE SIGN AND POST, TVPL Q w d 0 MUM 11 _ - - - _ _ _ _ _ — _ _ INST-31NIEMENTMARKER.ND W O 132 LFI 11 - "DID LLT A — - - — - - —� _LL�t _ Z_ 0 (SD LFI (133LF) 9 INSTALL PRECAST CURB PER 119.5 Sf TYP.) t 126LF) tl - - J B (B�SFj I ® PLANSA20AEA20DCS LTRANS LNG R261W 35 It12LFl 152LFI to STD GET I. SHEET CD-03 i55lFl ffi //��++�� 11 13111F) IW� RUN. Bx CASE I, 2. CASE 11) R26ICA) 35 R28(CA) 35 j 1 j j 21 1.1 3y RIt ICI } BUBBLE FOR DETAIL NUMBER. O � I� Rti1 CHUMASH DR o IIrQS U W ai F QH oN w d ¢ w 00 z � DID LLT A DID LLTA BB��� I = U 0 Tn DID LLTA INSTALL PRECAST CURB PER INSTALL PRECAST CURB PER I�IPr N Q WSTALL PRECAST CURB PER DET I. SHEET CO-03 BET I. SHEET CD-03 �t..JJ\..WJJ I W DET I. SHEET CO-00 (32' RUN. a CASE 1.29 CASE III (4V RUN. 4x CASE I. h CASE 111 Lu 124' RUN: ix CASE I, 2a CASE IB 9 12e to DID LLT A _ B (m 111 35 R761C.� >2 (500 LF) B f>a lFl 1 ItB.59f TYP.I INSTALL PRECAST CURB PER 2 SI 9 1351FI B I56 �7 1TWI B I145IFl DET I. SHEET CO-03 14B'RDN: 4: CASE I. Ia CASE 19a 11 119 LLI 11 i20IFI 11 NS IFI 11 RM1Y - OIRw _ - - - — �� -- - - - 11 QOIF) RD IFI - -- - - - - ----- - - _ _ _ II_ to . ,--- -- W LJ b bf to LU 7 7I-� W N p N b S HIGUERA ST t 'YPE'1'I'S5 EA TVPL 20 O 7Y�N CONST. CL N 6 Y * 41- � —_ � Q F SO•DD •00 62.00 •00 • M00 F . Hvaw rn OV i V Rw L.3 IpLFI it _ 1200 LF1 11 I '— - - - fT3 Ll 1t t — (20 LFI 11 (IOIFj 1/ _ RL (W ]b F oearaxW ,,,OOO IIr [461f) 9 RL'LFi 9 Rim 1661FJ 9 1 DID LLT A IQ DO APT A LL INSTAPRECAST CURB PER INSTALL PRECAST CURB PER PER BET I. SHEET CDN DET I. SHEET 132RUN b CASE I. 2, CASE 11) 14W RUN 4, CASE I. h CASE III •c.H r�II D zoz0-zasrsvrnn SPM-09 --below. Cell bvmr•you ft. su4[ PLAN SCALE Fr 75 of 9a IBID ALT A BID ALT A I INSTALL PRECAST CURB PER INSTALL PRECAST CURB PER 4&, I N DET I, SHEET C043 DET I, SHEET CD-03 let- RUN' S. CASE 1, 2x CASE II) (00 RUN: 8x CASE I.2x CASE II) I112SIf1 ND IT ASTALL PRECAST CURB PER 3S Ifm Lf1 J2 1260 LFI a _ DET I. SHEET CD-03 (58' RUN' Sx CASE I. L CASE III W 72 IIN LFI b R281CAIJ )N p 143E 1F1 35 MICA) I� BID ALT • k _____________ _ ti —11 (1553FTYP.) INSTALL PRECAST CURB PER 0 2 A ------ -- DET I. SHEETC003 _I co _ _ co co. a HIGUERA _ Al - - - _ _ _ _ _ _ _IBU RUN: Sx CASE 62z CASE ID _ _ Ryl Sl —— h ~� P « W 19 o TYPE N A CONST. CL 6D BAY TAPERfo J Go - _ 4,00 TYPENII5SFTYP.) 20 37-00 58-M ■/1 -�J- � ■ ■ TYPE IV LNK r S' '' - (551f11� _ __y ' I,/' rT'B ■ 1 1 ~ m- _ - - - �Al U _ b 1:24 (102 N 160 LF) /1 9 1165 LF1 11 / I f15a L77 C _ I17a IF1 M - _ — _ _ A STREET NAW Zl SDNS BIB ALT A BID ALT A INSTALL PRECAST CURB PER 35 p211CAI INSTALL PRECAST CURB PER i 27 RI-1 DET L SHEET CD-03 9 I/a lFl DIET I. SHEET CDAI r + (21' RUN: 2x CASE 1.2x CASE III (55' RUN 6x CASE I. ,� CASE II) SIGNING AND STRIPING NOTES INSTALL BIKE LANE PAVEMENT MARKING ❑1 WITH ARROW PER CALTRANS STD PLANS A24A-A24C ❑9 INSTALL BIKEWAY BUFFER MARKINGS PER DETAIL 2, SHEET SSD-01 INSTALL W YELLOW STRIPE AT 45° ANGLE 10 WITHIN LIMITS OF PAINTED MEDIAN, AT 15' O.C. OR AS SHOWN ON PLANS 11 INSTALL GREEN BIKE LANE MARKINGS PER DETAIL 1, CASE 3, SHEET SSD-01 1B INSTALL GREEN BIKE LANE MARKINGS PER DETAIL 1, CASE 2, SHEET SSD-01 INSTALL ARROW PAVEMENT MARKINGS PER 20 CALTRANS STD PLAN A24, TYPE PER PLANS INSTALL WHITE FLEX POSTS 20' O.C., PEXCO 22 CITY POST MODEL EAC, 36" WITH TWO GRAY RETROFLECTIVE WRAPS 27 REMOVE AND INSTALL NEW POST WITH EXISTING SIGN PANEL, TYPE PER PLANS 35 PROTECT IN PLACE SIGN AND POST, TYPE PER PLANS INSTALL PAVEMENT MARKER AND ®TRAFFIC LINE PER CALTRANS STD PLANS A20A - A20D. SEE DRAWING BUBBLE FOR DETAIL NUMBER. FONTANA AVE IDID ALT A BID ALT A BID ALT A INSTALL PRECAST CURB PER MISTALL PRECAST CURB PER INSTALL PRECAST GARB PER (1�lfl 72 I DET 1, SHEET 00-03 DET I. SHEET C003 DET I, SKEET CD-03 (8V RUN. BA CASE I, 2, CASE 11) (89 RUN. es CASE I. 2 CASE 11) (BD RUN: 8, CASE 1, 2, CASE II) R2.I A R25 (CA) 35 BID ALT A INSTALL PRECAST CURB PER 72 LF3 1 (105SFTYPJ� S DETI,SHEET 0003 U'I cr WR (eo _ -__-__ __ _ _-__-__-_______ _ ( � B ________-__ww - (BP RUN BA CASE I, 2x CASE 11) D m Q b CONST CL S HIGUERA ST TYPE N(15 SF YPI 2C p 20' TYP. _ _ h N i B9.OD 91 �00 4 m Q D + I I 80' BAY TAPER U) N m N m ul ZI (740L n 1 = 12-1 & R26 (CA) 35 (178 LF) 38 = Rnu F- Q BID ALT A INSTALL PRECAST CURB PER (5)0 L 9 INSTALL BID ALT A PRECAST CURB PER RM! F- Q GET I, SHEET CD-03 (TYP) 22 RN (CA) 35 DET I, SHEET CD-03 (80' RUN: 8. CASE I, 2. CASE II) BID ALT A BID ALT A BID ALT A BID ALT A (80' RUN: 8. CASE I, 2. CASE II) O Q Q Tn Q LUr O w Z � 0 fY of W co Uw c~nF q H p co w d Q W Z)2 ZLL.I =0 (DU) w LU 2 I INSTALL PRECAST CURB PER INSTALL PRECAST CURB PER INSTALL PRECAST CURB PER INSTALL PRECAST CURB PER BID ALT A DET I, SHEET CD-03 DET I, SHEET CD-03 DET I, SHEET CD-03 DET I, SHEET CD-03 INSTALL PRECAST CURB PER (80' RUN: 8. CASE I, a CASE II) (40' RUN: 3. CASE I, 2z CASE II) (48' RUN: 4. CASE I, 2. CASE II) (80' RUN: S. CASE I, 2. CASE II) DET I, SHEET CD-03 v I(80' RUN: 8. CASE I, a CASE II) I me ciPn KEG rW B --N. as rscM -.a+n er, below. ID 7SPM-1 o Cell bofore you ft. sruE PLAN SCALE FEET 76 of 94 �y 72 inl�\ and SF, ` '4 =sn 17 g R7.1 B/ ]B 1r B 158 r3as, e \ f) 20nPE\{'J1,771; RB14CA) 1 1_ -- - �-~ ` 18 000Lf)Ito + _ 9 In�7e troy Rao n) B _ _ I I I F) 7 ! 11 / z - In O/l11 _ 29 R2-1 (IQ) r INSTALL PRECAST CURB PER Z � io r WAS (S/lR" ?_ / 1 DET I, SHEET CD4* / Q' () J Cn TVPEN.20 y- - 11 � TYPE IV SF EA TIP.) X (72'RUN_ 7x CASE I. 2x CASE III 0 d O N o • (10It) S- - - y COfiST i_ -7 -_ 9 1105 LFI I F) B IM /W Z O EL- + V1 h- •- b - 11 26L 75 N1.7 3 O U) /° U W rn W _ -- - - - _o , H/GU �Q `- m a W z � `'—� ` E ' • ST � �RnY � w J Q � <1 - 2i53fj ,7 Rnr r 22 ' ' _ � y, SIGNING AND STRIPING = ��-, a R7 LF) 1 RX (w 95 < —III SIZE 21 R. 78 �� B I7a0w 32 M A_ 1 _ _ s H NOTES w 1 Iw 0 M ALTA INSTALL PRECAST CURB PER J` � �I INSTALL BIKE LANE PAVEMENT MARKING � TYPE IV. H4F 9RE p35F T/P.1 X DIET 1. SHEET CDA3 _ INSTALL PRECAST CURB PER 1 INTHARROW PER CALTEMNTMARKING C7 ' 010 ALT A GET 1, SHEET COOS (W RUN. It. CASE I.2x CASE III _ Z INSTALL PRECAST CURB PER 160 RUN By CASE I, 2x CASE 111 j + - ro Z ARM - A24C = J GET I. SHEET CD-03 OID ALTA - = INSTALL PREGASTCURB PER �_ _ RiSTALL,2'STOP LINE PAVEMENT r1 (SO- RUN- 8. CASE I.. CASE II) GET I, SHEET CME 3 ItO S SF TYP I 1 _ _ b x MARKING PER CALTRANS REVISED STU {58'RUN S. CASE 1, 2, CASE 0) -- _ U © PLAN RSP A24G. 57-P FROM EDGE OF R2B ICAI d RLA 3S /� CROSSWALK. UNLESS OTHERWISE / NOTED � �1 11 IN� u+sraLHK7HwseLmcao3— © PER CRY ENG STD n50. CROS' MARKINGS SHALL BE WHITE UNL_-- F I WO ALT A -� DBO ALT A (106 LF) 22 I10.5SFTYP,) 1 (••{Fj Y N OTHERWISE NOTED ON PLMH3 - = INSTALL PRECAST CURB PER INSTALLPRECAST CURS PER ,..7 II - 35 RI-1 I� INSTALL BIKEWAY BUFFER MARKINGS PER (:� I DET I. SLEET G600 ((NLF) / FIX IGI X RX (w X O OET I, SHEET CD-O3 �lwdCUSTOM LOMR � DETAIL I. SLEET 3S041 116'RUN b CASE It II (84' RUN: tr CA8E4aICASE IQ d INSTALL GREEN BIKE LANE MARKINGS PER W 1 II ISd IFI 11 1 (19¢Lfi Si� Ifn 11 DETAIL 1. CASE 3. SHEET 350-01 4551F1 �8 "+1 RX IC/4 X � � - � - -_t _ _ _ iH 0I �� B I (ALF) 11 _ _ • �t ,y W DETAILINSTALGREEN BIKE LANED4IMARKINGS PER ED 111 ��� III 1 Q IX LFf 11 I _Xo 1J DETAIL 1, CASE 1. SHLET SSD-01 = INSTALL GREEN BIKE LANE MARKINGS PER IL E W aw - - Ti— ht I I j IW tB DETAR ,. CASE 2 SHEET.11.1 - - - l 1 1 I Ly INSTALL ARROW PAVEMENT MARKINGS PER + 1A ® CALTRANS STO PLAN A24 TYPE PER PLANS p m4► �y� TYPEN 2D - 6i TYPE N 20 - O INSTALL WHITE FLEX POSTS 2010 .0 , PEKCO C X TYPE, OISLF) 3222 CRY POST MODEL PAC. 36'WITH TWO OKAY £ OI (1`l!a n�NT O RETROFLELTNE Y/ftM3 F ` 1O140D ~ 1 / 103�00 1 Q �� INSTALL SIGN AND POST. TYPE PER PLANS uxn r _ CONST. Cl / w F- INSTALL RADAR SPEED FEEDBACK 12FM ? SO 2 ,00 TYPENRSSFTY►j 20 ' m S HIGUERA ST, rn KIT EVOLUTION W+SOLAR '"'"'",,,., c = ® KR AND YELLOW SIGN FACE! OR APPROVED wme. WEOUAL ON 14'PUNCN POST INSTALL R2-1(35) Z. _ b • _jAAjU _ m SPEEG LIMIT SIGN ON SAME POST BELOW J e F+ _ ( • �°/iSq LPI ! SPEED FEEOBACK SIGN. IF -��� RAY J PROTECT IN PLACE SIGN AND POST TYPE J 1J RX ICAI RAY O PER PLANS •.w OI0 ALT A M ALT A RS F1F t REMOVE AND SALVAGE EXISTING SIGN AND ....�..- 11501i1 B INSTALL PRECAST CURB PER INSTALL PRECAST CURB PER RX OET I. SHEET CO.03 DET 1. SHEET CD-07 1, 02LFI POST, TYPE PER PLANS • BB qX ADA P~ 31\INSTALL SALVAGED SIGN AND POST, TYPE 0 ,1 (/OLF) 9 175 Lf1 It JWLR - 36 MCOME SIG (3Y RUN 2, CASE 1. 21 CASE III (48' RUN 4x CASE I.2, CASE III ® PER PLANS - INSTALL PAVEMENT MARKER AND TRAFFxma wtre 0•I.1F D o w • o�Z �` I PLANS A20AE A20O EE DRAWING „SPIN-11^.• Ctll oem ryap PGY/ PLAN SCALE RET BUBBLE FOR DETAIL NUMBER. 77 Of 94 FI WIO ED ILL W N (130 LF) 9 pl 38 (2 LF) p2 � LF) _ Q dd N m' N 2 W 3UBAYTAPER Z 2 $ U- — ¢F00— TYPE N(i55F EA TYP.)� (95 LF)� TYPE VII(27 SF TYP.) 20 (230 LF) 22 ars below. Call 6erore ro" a19. (380 LF) C _(lYP) 22 I LF) 32 sa s �=its ® ®m • m m 0 (10.5SFTYP.)�(20 LF) 25 LF) 9 MP�ov��Ro 6 - — LF) 77—17(102 LF)(9}� (2525F) — S HIGUERA ST TYPE N 20 111+00 TYPE VII F20 (588 SF) Ej (30 LF) 38 (270 LF) 18 (100 LF) (339 SF) TYPE VII N SIGNING AND STRIPING �= NOTES R26(CA) g6 R2-1 35 R26(CA) 35 I INSTALL BIKE LANE PAVEMENT MARKING (15 LF) 9 ❑1 WITH ARROW PER CALTRANS STD PLANS A24A-A24C F INSTALL GREEN-BACKEDSHARROW LL ❑2 PAVEMENT MARKING PER DETAIL ], 39 (85 LF) 38 7 RIW (110 LF) 18 (48 LF) RAN W SHEET SSD-01 TYPE IV 20 ❑4 INSTALL'CLEAR WORD PAVEMENT MARKING 0 PER CALTRANS STD PLAN A24E LU INSTALL'KEEP' WORD PAVEMENT MARKING "' _ _ _ ❑ PER CALTRANS STD PLAN A24E o f W .- - - W INSTALL 12" STOP LINE PAVEMENT (48LF) 22 ® U) MARKING PER CALTRANS REVISED STD 20 TYPE IV O © PLAN REP A24G, 5'-0" FROM EDGE OF 6 6 _ O CROSSWALK, UNLESS OTHERWISE ® p NOTED n � O R2fi (CA) 35 (70 LF) (90 LF) 18 (24 SF) J (15 LF) .F) (75 LF) 30 (42 LF) �O� Y � \ 11 (68 LF) TYPE 0 40 67 LF TYPE L CONS T 112+00' — 40 (80 SF) 73 11 (75 LF) 28 R81 (CA) 27 STREET NAME SIGNS TYPE IV b08+00 (4 9 - 109� INSTALL HIGH VISIBILITY CROSSWALK (211 SF) PER CITY ENG STO 7350. CROSSWALK O ... a -F® MARKINGS SHALL BE WHITE UNLESS N OTHERWISE NOTED ON PLANS. + m = ❑INSTALL BIKEWAY BUFFER MARKINGS PER 9 DETAIL 2, SHEET SSD-01 c Z INSTALL 8" YELLOW STRIPE AT 45 ANGLE Q Q _ _ _ v RAN J J 10 WITHIN LIMITS OF PAINTED MEDIAN, AT J (280SF) 8 20 I(25 SF)= 15'O.C. DRAB SHOWN ON PLANS p d O (20 LF) 8 28 R87 (CA) IF 11 INSTALL GREEN BIKE LANE MARKINGS PER 27 STREET NAME SIGNS Q ❑ DETAIL I, CASE 3, SHEET SSD-01 0 w U O Z O (50 LF) 22 4 4 (275F) INSTALL YELLOW FLEX POSTS 5'O.C., 12 CITY POST MODEL EAC, 36• WITH PEX!2 SF) 3 ) ® 28 RI-1 T I TWOYELLOW RETROFLECTIVE WRAPS TWO Y OcoF O 1 AtlM (46SF) 14 33u% 20 TYPE IV INSTALLTWO-STAGEBICYCLETURN 21 v 38 (50 LF' 13 BOX PER DETAIL 5, SSD-01 U w 9 U Q 0 in Q \ 17 INSTALL GREEN BIKE LANE MARKINGS PER ❑ DETAIL 1, CASE 1, SHEET SSD-01 J Lu Q 1 ^ 1 U' Z) F INSTALL GREEN BIKE LANE MARKINGS PER DETAIL 1, CASE 2, SHEET SSD-01 2 Z_ W \ O Z Lu INSTALL TYPE K-1 OBJECT MARKER PER MATCHLINE - "B" STA 11+00, SEE SHEET 19 CALTRANS STD PLAN A73A = U i9 SPM-19 20 INSTALL ARROW PAVEMENT MARKINGS PER CALTRANS STD PLAN A24, TYPE PER PLANS U) INSTALL WHITE FLEX POSTS 20' O.C., PEXCO 22 CITY POST MODEL EAC, 36• WITH TWO GRAY W RETROFLECTIVE WRAPS _U INSTALL WHITE FLEX POSTS S O.C., PEXCO = 24 CITY POST MODEL EAC, 36• WITH TWO GRAY RETROFLECTIVE WRAPS 27 REMOVE AND INSTALL NEW POST WITH EXISTING SIGN PANEL, TYPE PER PLANS 28 INSTALL SIGN AND POST, TYPE PER PLANS INSTALL 6•WIDE YELLOW DIRECTIONALGUIDE (35 SF) 30 H FLF) STRIP (VANGUARD SVS.ORAPPROVED EQUAL PROTECT IN PLACE SIGN AND POST, TYPE 35 d 17 (460SF) 36 R26(CA) 24 TYP. PER PLANS 30 (53 LF) 38 (155 LF) 38 INSTALL 6•WHITE STRIPE AT45°ANGLE WITHIN LIMITS OF 6" WHITE STRIPE, AT 15' O.C. RM INSTALL PAVEMENT MARKER AND TRAFFIC LINE PER CALTRANS STD ' ® PLANS C LINE PERCALF DRAWING BUBBLE FOR DETAIL NUMBER. �cu�aW f, - _ W n yg a G (f 00 LF) 17IV 20 10 V 6 O - In ixxEoOev. OO �a TYPE I(14 SF EA TYP) 20 _ b m F LU '" SFv' 113+00 — UU W = Z U) J _ _ 2ozvzob rsclnn er 2 RM1N 25 (530 LF) R(* 35 R2-1 35 R44 (260LF) 9 Erxo_ SPM-12 PLAN SCALE 78 Of 94 SIGNING AND STRIPING NOTES I 35 G28-2 (CA)8 MB-2 (75 LF) 11 (24 LF) 8I I I 8 (2965F) S LZ I INSTALL BIKE LANE PAVEMENT MARKING L'1 ^1`✓/i// �1 WITH ARROW PER CALTRANS STD PLANS I 320 LF) 25 R26(CA) 35 % I A24A-A24C 35 D11-18M6-2 ( ) _ � 9 (147 LF) -'--I (1�L� 35 R26(CA) (196 LF) 9 F PAVEMINSTALLGREEN-BACK1-1- ROW 1 B (372 SF) (15 LF) 11 LU �2 SHEET SSD-01 KING PER DETAIL 7, (105 LFJ 9 R1'N - 11 (116 LF) I�LFl 9 W SHEET SSD-01 D 6 (30 LF) (10.5SFT'P.) 1 R26 CA 35 I J > (TYP) 22 • (1005F) 13 ( ) � INSTALL 12• STOP LINE PAVEMENT _ 048LF) 9 -- -- - MARKING PER CALTRANS REVISED STD u 'PLAN RSP A24G, 5'-0• FROM EDGE OF Z m V ® LU CROSSWALK, UNLESS OTHERWISE f0' ■ - - - -10 03 NOTED _ INSTALL HIGH VISIBILITY CROSSWALK Ci _ LU S PER CITY ENG STD 7350. CROSSWALK 39 LF _ _ _ _ _ MARKINGS SHALL BE WHITE UNLESS 38 N ( ) S HIGUERA ST ^ I O ❑ OTHERWISE NOTED ON PLANS, D 1 G INSTALL BIKEWAY BUFFER MARKINGS PER TYPE IV 20 , , , a 20TYPEN - I ❑9 DETAIL 2, SHEET SSD-01 TYPE IV 20�� _ - 40 (186 LFJ 20 TYPE IV 10 �--�- - Q 11 INSTALL GREEN BIKE LANE MARKINGS PER � W � 1 0 CL ONST. C� F - - H DETAIL 1, CASE 3, SHEET SSD-01 + 115+00 TYPEI(145FEATYP) 20 - - - - - - - - - - - _ 118+00 _ _ 11. o �y -�� - _ INSTALL TWO -STAGE BICYCLE TURN TYPE IV 20 13 BOX PER DETAILS SSD-01 �2 fmT1� ^ I INSTALL PAVEMENT MARKINGS PER Q i�_'ur y W 20 CALTRANS STD PLAN A24, TYPE PER PLANS Q U1 13 (1003F] o Z J _ - _ am INSTALL WHITE FLEX POSTS 20' O.C., PEXCO O LT7 , - - - - _ _ _ 22 CITY POST MODEL EAC, 36" WITH TWO GRAY O EL m ® - - RETROFLECTIVE WRAPS LLJ (357 LF) 38 (35 SF EA TYP.) 2 ( 1 35 Wg-18 R26 (DA) 11 (28 LF) RNJ U (7 I ' - (33 LF) 6 11 (20 LF) 11 (30 LF) ~ REMOVE AND INSTALL NEW POST WITH - Ll_I Z I L RIW RM(CA) 35 • 22 (795 LF) 9 (20 LF) 9 (24 LF) I g 27 EXISTING SIGN PANEL, TYPE PER PLANS �_ TYPEIV(158FTYP) 20 19 (64 LF) 9 (788 LF) 28 INSTALL SIGN AND POST, TYPE PER PLANS O (� Ft � N G28-2 (CA), G33-1 (CA), 8 R14-1 35 (0 43 LF) 6 ;416 SF) 8 \ 27 W42 I- 27 STREET NAME SIGNS 20 TYPE VI (42 SF TYP.) 35 PROTECT IN PLACE SIGN AND POST, TYPE U W U Q I I I ❑ PER PLANS O F 20 TYPE VII(27 S. TYP.) INSTALL PAVEMENT MARKER AND LLI Z Gn 1 TRAFFIC LINE PER CALTRANS STD J Q I J, L ® PLANSA20A-A20D.SEEDRAWING LV a F 20 TYPE IV BUBBLE FOR DETAIL NUMBER. C Z W O3 (77 LF) I = O (5 N -{ �Z 38 (740 LF)�C✓✓ (59 LF) 39 CD I I W 1 35 G28-2 (CA) 8 G33-1 (CA) 35 RM (CA) r (108 LF) 9 (500 LF) 32 (64 LF) 22 1 (91 ( 2 35 R26 (CA) 38 (67 LF) d Ill (185 LF) 71 (165 LF) 71 !n RAN (fiB LF) 9 9 (62 LF) IUU RAY UU W Q N UU UU LU L _ _ _ �� 20 TYPE IV S HIGUERA ST. TYPE IV 20 0 N F� o - Q QppiF55ry,. (n}}} h00 - 0 lF,)NST L 121+00 = 122+00 - 123+00 LU �■ Z •'F AD Z J J 2 = F RAN_ _ (26 LF) 11 (10.5 SF TYP.) 7 (36 LF) 17 (26 LF) 11 RAY F- Q Q Da (58 LF) 71 (ryP) 22 (84 LF) 9 (106 LF 9 18a LF) g 2 s DxaOVv. (fiB LF) 9 20 TYPE VI(42 SF TYP) 20 TYPE IV 20 TYPE VI 28 R4-1 ara below. Call 5erore ro� a19. 9FY zFLI rsc111N��.w�n SPM-13 sru[ PLAN SCALE F- 79 Of 94 IS6IFI 6 ❑ (721F) B 111 °S HIGUERA ST a TMFEN m W Z Z Rnv HI (Ali)j 132 LFI it TYFEN(iSSFFAT W U Mtn fl 110 below. Call 5•rore ro'+a�g. D Z 121SFEq 4 n 12TSSFI B (LIFI MSF) qT___,__,__,J I Z y CONST-GL •I �BOIFI I'IIIIIIII {.'H161R 1r TYPI l7. n SIICETNNE • 'I}U1 woSF) S 1 � T R5+ 5 i ♦\ pZ I SIGNING AND STRIPING NOTES IINSTALLBIKE LONE PAVEMENT MARKING IDP WITH ARROW PER CALTRANS STDPLANSrg (21 SF) A24A-A24C % R26ICA) % R21 ICAI INSTALL'STOP' WORD PAVEMENT MARKING J ❑3 PER CALTRANS STD PLAN A24D I1 11421P1 INSTALL'CLEARWORD PAVEMENT MARKING % (W ul 9 145 LF1 Ip ❑4 PER CALTRANS STD PLAN A24E 32 I1g1 lF) �W ❑ INSTALL'IQEP'WORD PAVEMENT MARKING 11 .G7 5 PER CALTRANS STD PLAN A24E R11' ICW,'1 INSTALL I7 STOP LINE PAVEMENT pJ. N MAANRS PER ,6-0" ROM REVISED STD �� H ���' S❑ PLAN RSA A24G, LEES FROM EDGE OF CROSSWALK, UNLESS OTHERWISE c + NOTED 7 INSTALL YIELD LINE PER DETAIL 3, SHEET _ _ _ b ❑ SSD01 2S•W $ INSTALL NIGH VISIBILITY CROSSWALK CD e ❑PER CITY ENG STD 7350. CROSSWALK + { + OTHERWISE SHALL BE WHITE UNLESS M OTHERWISE NOTED ON PLANS. � -' W INSTALL BIKEWAY BUFFER MARKINGS PER b _ _ _ _ _ _ _ _ HyC�J I] DETAIL 2, BHEET SSD-01 Z TYPE IY m 4j INSTALL W YELL OW STRIPE AT 45°ANGLE J m fYFEN 10 W TARN LMITS OF PAINTED MEDIAN, AT o !L 15'0.C. OR AS SHOWN ON PLANS Q W C7 110SSFTP) I �� B tt INSTALL GREEN BIKELANEMARKINGS PER w w Z O I ❑ DETAIL 1, CASE 3, SHEET SSD-01 a Of INSTALL STRIPED CURB EXTENSION PER �' N 18 DETAIL 4, SHEET SSD-01 O W I16 INSTALL GREEN BIKE LANE MARKINGS PER LU z Q ❑ DETAIL 1, CASE 2, SHEET SSD-01 W Z U) INSTALL ARROW PAVEMENT MARKINGS PER LLLLLL J ® CALTRANS STD PLAN A24, TYPE PER PLANS W asc W INSTALL WHITE FLEX POSTS 20' O.C., PEXCO '='1^1 G Z W CITY POST MODEL EAC, 36' WITH TWO GRAY V O Z RETROFLECTIVE WRAPS = U Ur N = INSTALL WHITE FLEX POSTS F O.C., PEXCO (n { W1bA I 24 CITY POST MODEL EAC, 3S" WITH TWO GRAY RETROFLECTIVE WRAPS W ®pts1 INSTALL PREFORMED THERMOPLASTIC SHEETS. OFFSET BRICK PATTERN, COLOR �• PER PLANS, ENNIS-FLINT BY PPG TRAFFIC = np� UP) a❑n PATTERNS OR APPROVED EQUAL. lLJ1 N CONTRACTOR SHALL CONFIRM PATTERN a , f1ALF) 116 I� AND COLOR PRIOR TO INSTALLATION. W ® INSTALL RED CURB ILW N 27 REMOVE AND INSTALL NEW POST WITH LLJ ❑ EXISTING SIGN PANEL, TYPE PER PLANS INSTALL SIGN AND POST, TYPE PER PLANS 70 "PE IV TYPE IV m b p FURNISH AND INSTALL SINGLESIDED s+ 31 ((RRRFS)89 SYSTEM LAR PER DETAILPID H11,H SHEET Y _ - _21� 1.4 SSDV1 I FURNISH AND INSTALL DOUBLE -SIDED to ORECTANGULAR RAPID FLASHING BEACON (RRFBI SYSTEM PER DETAIL 12, SHEET 1 .I SSD-02 ^ PROTECT IN PLACE SIGN AND POST, TYPE35 PER PLANS •+ }� 9 1184 UI RV! REMOVE AND SALVAGE EXISTING SIGN AND tr U1`1� (BS 22 ® POST TYPE PER PLANS A72 W11,1f�{W161PC71 P.S (CA' % % WNC(fA) 37 INSTALL SALVAGED SIGN AND POST, TYPE PER PLANS S� (]j1V1 SI R26(W ® INSTALL YELLOW CURB FmTail RI -I INSTALL REMOVABLE BOLLARD PER CITY (250 $in I 47 STD. 7nS. CONTRACTOR TO CONFIRM l� (131F1 EXACT BOLLARD LOCATION IN THE FIELD. INSTALL PAVEMENT MARKER AND awar —Ul. LFI I ® TRAFFIC LINE PER CALTRANS STD PLANS A20A - A20D. SEE DRAWING BUBBLE FOR DETAIL NUMBER. 4 o a 2� Ng-,, SPM-14 sruE PLAN SCALE FEET 80 of 94 SIGNING AND STRIPING NOTES 4 INSTALL BIKE LANE PAVEMENT MARKING ❑1 WITH ARROW PER CALTRANS STD PLANS A24A-A24C INSTALL GREEN -BACKED SHARROW ❑2 PAVEMENT MARKING PER DETAIL 7, SHEET SSD-01 INSTALL 12" STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD PLAN REP A24G, 5'-0" FROM EDGE OF CROSSWALK, UNLESS OTHERWISE NOTED 9 INSTALL BIKEWAY BUFFER MARKINGS PER \ �\ ❑ DETAIL 2E01 GREEN 11 INSTALL GREENNBIKE BIKE LANE MARKINGS PER DETAIL 1, CASE 3, SHEET SSD-01 INSTALL 20 CALTRANS STD PLAN A24W PAV NMARKINGS TYPE PER PLANS p INSTALL WHITE FLEX POSTS 20' O.C., GRAY } CITY POST MODEL EAC, 36"WITH TWO GRAY Lo M 77 � RETROFLECTIVE WRAPS � ` 35 R2-PROTECT IN PLACE SIGN AND POST, TYPE Q 9 (15 LF) y �.n\ 35 pER PLANS Q 1 \ V. ^` INSTALL PAVEMENT MARKER AND TRAFFIC LINE PER CALTRANS STD O d O a11 (9O LF) 35 R26(CA) ® PLANS A20A-A20D. SEE DRAWING (p — — _ _ BUBBLE FOR DETAIL NUMBER. w Z O LU LU R. ® �I ~ M o �I O c + $ U w U) F 20 T Pl S HIGUERA ST CONST. CIL O e W z U) N +00 Y36+00q 13 4 = G Z W = TYPE IV 20 • . . I �► . = O U N z 5 � • q J re m (816F) 2 __--------------- W (TYP) 22 R26 (DA) 3fi (115LF) 9 (23 LF) 6 _ TYPE IV (i56F TYP.) 2D \\ Ft26 (CA) 3fi (6 LF) 9 = x (106 LF) 36 (26 LF) 11 V _� (140LF) 22 Or q xE y IF Y • 22p21�-2W T3 Mn era er, below.n5iiREENTEn SPM-15 Cell bofore you tli9. sruE PLAN SCALE FEET 81 of 94 MADONNA INN D/W I SIGNING AND STRIPING I(^') (46]S 43� NOTES 70-7 % (242 LF) 9 I INSTALL 12" STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD 6-0" 6 (44 UP) (241 LF) PLAN RSP A24G, -0" FROM EDGE OF - -x =x-x-x x W CROSSWALK, UNLESS OTHERWISE hT 1` J NOTED R2618)(CA) 28 R26(S)(CA) 28 ■' r + /� (100 LF) 78 (9735F) 17 (142 LF) 9 IW ® PER OARKINGS SHALL EWHITE OUNLESSK ■ �'' , , - m OTHERWISE NOTED ON PLANS. `� �(J'I LU 10 WITH AINLLIM LIMITS OF PAIN' YELLOW TIED MEDIAN, PE AT pTLE (92 LF) 77 C��.NS 15'O.C. OR AS SHOWN ON PLANS .OYu- TYPE VII (27 SF TYP.) 20 _ _ _ _ _ �_ _ _ _ _ _ ; f.�'.. .. .....-- - - - - - - - - IO O INSTALL BIKEWAY BUFFER MARKINGS PER WPEI(14SFTYP.) 20 MADONNA RD M DETAIL 2, SHEET SSD-01 • 11 INSTALL GREEN BIKE LANE MARKINGS PER DETAIL 1, CASE 3, SHEET SSD-01 149+00 / 150+00 • • 1511+00 — — � O CONST. CL - 17 INSTALL GREEN BIKE LANE MARKINGS PER C> DETAIL 1, CASE 1, SHEET SSD-01 + o O (706 LF) 40 40 (112 LL41 • _ _ _ _ 1 iB INSTALL GREEN BIKE LANE MARKINGS PER co (100 LF) 40 ~ W ❑ DETAIL 1, CASE 2, SHEET SSD-01 c - Z 20 INSTALL ARROW PAVEMENT MARKINGS PER Z N Q (705 LF) 77 _ 40 (172 LF) - 1= CALTRANS STD PLAN A24, TYPE PER PLANS Q I 4D (80 UP) F 28 INSTALL SIGN AND POST, TYPE PER PLANS 0 L~ d '0- < 35 PRO ECT IN PLACE SIGN AND POST, TYPE w PER PLANS Z N re v��v fY E: l �'G78-1 % rI NSTALL HIGH VISI BI LITY CROSSWALK PER Ly(100LF) 18 (247 LF) 9 CALTRANS STD PLAN A24F. SPACES O c V(5785F) 43 11 75y7S 28 R87 (CA) 8R26(S)(CA) BETWEEN LADDER BAR MARKINGS TO BE ( 241 LF 22 R 6 S CA 28 43 fJ w CnN41 LF) ]B()()()TTRACKS TO MAX MUM EXTENTHEEL wZ20 TYPE IV(15 SF TYPJ (CA) PRACTICABLE. Q/ co (615 SF) 43 L a (241 LF) 9 44 INSTALL'NORTH' WORD PAVEMENT w 0 ¢ Q 0 O 20 TYPE IV(15 SFTYP.) MARKING PER CALTRANS STD PLAN A24E D � Z Q INSTALL PAVEMENT MARKER AND �_ Q Z w U) ZO ® TRAFFIC LINE 20D. SEE DRAWING '11111111 c/VI\\1ulllll Illull/✓ PLANSCLINE ER SEE DRAWING STD C) 0 Q Z) BUBBLE FOR DETAIL NUMBER. Z O 9 (7445F) CITY RAN = 38 �22 LF1 %— x_ x �� CALTRANS R)W R26(S) (CA) 28 R26(S) (CA) I R81 (CA) 28 % x (500 LF) 9 F r 20 TYPE VII (27 SF TYP.) R26(S) (CA) 28 G28-28 m. 35 r TYPEI 14SFTYP.) ( (2547 SF) 17 d D' 20 TYPE N(15 SF TYP.) (nLU 0 > b ® W 0] 2 Q - c/) W ILLEub co ILL! LU - - - - - - - - - - - _ - - - 120' BAY TAPER - - _ - - _ _ _ _ U) CONST. CL � + 1 n 155+00 Q TYPE IV 20 - .TYPE IV 20 Q P� 20 TYPE IVu6SFTYP.) MADONNA RD PLU WI TYPEI 20 TYEI 20 W J J Q Ti - - %-x-% (2609 SF) 17% %-% %-X (X7-- x-%:-S, x-x- -%-X %-% (258 LF) 38 242 L 9 (501 LF) 22 (258 LF) 382LF) 37B (500 LF) 9 R26(S) (CA1 8-1 U S 101 •2oz1�-zob lscrnn aaa+n er, below. SPM-16 Cell bofore you ft. sruE PLAN SCALE FEET 82 of S4 us-1 01 (15] LF)) 40 (610 SF) 4 cDI (11 SRNB5 LF) 9 (101 UR 40 (155 LF)EL r'�U� SF) 77 (131 LF) 11 LU W 111 11 11 111111�_ �� MADONNA ROAD OVERCROS SING _ 05-SLO-101-27.50-SLO _ , MADONNA RD 6 (11LF) ' ' - - UU-. _ - - _ _ _ _ _ _ _ _ _ _ _ _ - _ - - _ O + W - - _— — �� _ _ - TYPE IV (iS SF NR) 20 11i0+00 _ _ _ I I \ 161+00 \\ CONST. CL _ _ _ _ �- Q- _ _ _ -- _- Z J 4(19OLF) ' TYPE I III SF TYP.) 20LU - Q � (967 SF) 1] ® s 35 R81 (CA) 28 (185 LF) 22 (207 LF) 38 (201 LF) 9 (R6-1) 35 (23 \ / (RB-1) (178 LFJ 40 (R5-1 & R5-7 (R5-1 & R5-1a) 43 (325 LF) (100 LF) 38 (54 LF) 22 YPE VII(27 SF TYR)"" R28(S)(CA) 28 TYPE VI (42 SF TYP,) 20 (54LF) 38 �JR.26(S) ` TYPE I(14 SF TYP.) (350 LF 9 (270 LF) 29 (100 LF) 22 35 G77L TYPE M(iS SF TYP.) 20 TIDE VI 20 (1404 SF) 17 (54 LF) 9 = (CA) 28(150 LF) 9 _ _ RAN _ _ W coQ W — - - - - - - 9 W _ � CONST. CL � — - — O MADONNA RD I N - NJ` I I SIGNING AND STRIPING 35 D13-3&G26-2(CA) I NOTES INSTALL BIKE LANE PAVEMENT MARKING L L L 6 (46 LF) 2 I O WITH ARROW PER CALTRANS STD PLANS A24A-A24C 3 20 TYPEVII(275FTYP.) U 4❑ INSTALL'CLEAR WORD PAVEMENT MARKING ` U F PER CALTRANS STD PLAN A24E (iWLF) 18 (70 SR 77 LLL ❑5 INSTALL'KEEP'WORD PAVEMENT MARKING (131 LF) 9 J PER CALTRANS STD PLAN A24E > ® > INSTALL 12' STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD in . - W © PLAN RSP A24G, 5'-0" FROM EDGE OF co CROSSWALK, UNLESS OTHERWISE LW NOTED (n INSTALL H IGH VISIBILITY CROSSWALK T - ❑8 PER CITY ENG STD 7350. CROSSWALK 20 TYPE � p MARKINGS SHALL BE WHITE UNLESS + OTHERWISE NOTED ON PLANS. <— — M r . ❑9 INSTALL BIKEWAY BUFFER MARKINGS PER p F DETAI L 2, SHEET SSD-01 LC) (20 LF) 48 _ - t _ INSTALL B'VELLOW STRIPE AT 45°ANGLE CO WITHIN LIMITS OF PAINTED MEDIAN, AT CD 15' O.C. OR AS SHOWN ON PLANS �n f z INSTALL GREEN BIKE LANE MARKINGS PER Z F 11 DETAIL 1, CASE 3, SHEET SSD-01 Of U) Q (n U INSTALL GREEN BIKE LANE MARKINGS PER O ~ o (T'P) 22 Q 17 DETAIL 1, CASE 1, SHEET SSD-01 w (7 ~ 17 (597SF) / (86 LF) 9 (34 LF) 10 N I� 18 INSTALL GREEN BIKE LANE MARKINGS PER Z O (166 LF) 9 DETAIL 1, CASE 2, SHEET SSD-01 IL O+ LF) 29 Ft co 20 INSTALL ARROW PAVEMENT MARKINGS PER O c Lo ' I ❑ CALTRANS STD PLAN A24, TYPE PER PLANS U W U a INSTALL WHITE FLEX POSTS 20' O.C., PEXCO CITY POST MODEL EAC, 36' WITH TWO GRAY (g 0 ~ / RETROFLECTIVE WRAPS w J Q 28 INSTALL SIGN AND POST, TYPE PER PLANS Z) C ca (Lj Q PROTECT IN PLACE SIGN AND POST, TYPE Z O 35 PER PLANS = 0 (9 0� ❑42 REMOVE EXISTING SIGN AND INSTALL NEW FJ5 Q SIGN ON MAST ARM, TYPE PER PLANS Z INSTALL HIGH VISIBILITY CROSSWALK PER O CALTRANS STD PLAN A24F. SPACES 0 43 BETWEEN LADDER BAR MARKINGS TO BE Q PLACED TO AVOID VEHICLE WHEEL TRACKS TO MAXIMUM EXTENT PRACTICABLE. rL 45 REMOVE EXISTING SIGN AND POST N LI- INSTALL 12" YELLOW STRIPE AT 45° ANGLE LU 48 WITHIN LIMITS OF PAINTED MEDIAN, AT 15' = O.C. OR AS SHOWN ON PLANS N INSTALL PAVEMENT MARKER AND �J W ® PER CALTRANS STD PLANS A20A LINE SEE DRAWING BUBBLE FOR DETAIL NUMBER. `y W • 9 U. z (TYP) 22 (48 LF) 10 _ - _ 7 2 (227 LF) 9 (235 LF) 9 (894 SF) 77 _ _ T2 L) 128(S) (CA) 28 _ - - S) (CA) 28 + x (54L 39 _ - — _ q1W (22 LF) (54 LF) 9 F C - (24 LF) 5 R26 (CA) & R81 (CA) 35 I� R01-13( CA) 45 (63 LF) 17 22 LF ( ) R14-18 R39-2 (CA) 35 R3-8A (CA) 28 (27 UR 4 (295SR 8 (20 LF) 6 [g6N. tr UL��A� W s � rs 22oz0-zas rscunHig—+n SPM-17 sru[ PLAN SCALE N_ 83 Of 94 (95 LF) 22 (12( (4435F) 77 (22 SF) 30 (45 LF) (306 LF) 9 a LU W 2 (A — CONST. CL W - �! LU - — O F TYPE 1 20 TYPE N - - �I � W z J (T1'P) 22 U(96 LF) 38 Q 97 LF) 9 �I COMMUNITY SIGN 35 (153SF) 17 • ara below. Call Serore ro� a�9. SIGNING AND STRIPING ' NOTES INSTALL GREEN -BACKED SHARROW ❑2 PAVEMENTMARKING PER DETAILT SHEET SSD-01 INSTALL 12" STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD © PLAN RSP A24G, 5'-0" FROM EDGE OF CROSSWALK, UNLESS OTHERWISE NOTED ❑9 INSTALL BIKEWAY BUFFER MARKINGS PER DETAIL 2, SHEET SSD-01 INSTALL 8" YELLOW STRIPE AT 45'ANGLE 10 WITHIN LIMITS OF PAINTED MEDIAN, AT 15' O.C. OR AS SHOWN ON PLANS INSTALL GREEN BIKE LANE MARKINGS PER DETAIL I, CASE 3, SHEET SSD-01 (64 LF) 11 �`JF�J / INSTALL GREEN BIKE LANE MARKINGS PER 1] 32 (145LF) 29 (45 LF) 38 DETAIL I, CASE 1, SHEET SSD-01 p (247 LF) 9 R2-18 R26(CA) 35 18 INSTALL GREEN BIKE LANE MARKINGS PER ❑ t (]305F) 77 / DETAIL 1, CASE 2, SHEET SSD-01 m (47LF) 10 (150LF) 9 ^ 20 INSTALLARROWPAVEMENTMARKINGSPER TiIW ct CALTRANS STD PLAN A24, TYPE PER PLANS INSTALL WHITE FLEX POSTS 20' O.C., PEXCO of P Z Q Q F 22 CITY POST MODEL EAC, 36" WITH TWO GRAY J h RETROFLECTIVE WRAPS INSTALL SIGN AND POST, TYPE PER PLANS O W Lu L1 O PROTECT IN PLACE SIGN AND POST, TYPE Of W Z CD d t [(7 PER PLANS O to H O, REMOVE AND SALVAGE EXISTING SIGN AND 3fi POST, TYPE PER PLANS W Q 'TYPE p* 38 INSTALL 6'WHITE STRIPE AT 45- ANGLE WITHIN LIMITS OF 6" WHITE STRIPE, AT 15' O.C. QU N w J Z U) 43 R35 N(15SFTYP.) 20 INSTALLPAVEM ENTMARKERAND Lu a Q � Q — 43 R36® MADONNA RDT1'PEvn (z]sFTMP) zal F-�T J ® PLANS A20AEA20DCSEE DRAWI NG (D Q 0 - BUBBLE FOR DETAIL NUMBER.7 Z � Z � Z (150 LF) 78 2 O R10-15B (365F) 2 35 D17-18DMV (fill LF) 39 (2585F) 17 I TYPEIV 20 / R26(CA) 38 Ly R3-7R 28 22oz0-zas rscGinnwI SPM-18 sruE PLAN SCALE FEET 84 Of 94 n/ Q� �i O' O _plw -- - — -- m� \ BRIDGE ST __ 12+00 _ U� (46 SF) RAJ R1�-1 35 STREET NAME SIGNS (20LF) 26 _ BRIDGE ST 15+00 18+00 11+00 RAJ • ara below. Call cerore ro� a10. SIGNING AND STRIPING NOTES _ 4 14 INSTALL GREENWAV PAVEMENT MARKING PEN DETAIL 9, SHEET SSD-01 21 INSTALL NEIGHBORHOOD GREENWAV SIGN AND POST PER DETAIL 10, SHEET SSD-01 26 INSTALL RED CURB 27 REMOVE AND INSTALL NEW POST WITH EXISTING SIGN PANEL, TYPE PER PLANS 28 INSTALL SIGN AND POST, TYPE PER PLANS 35 PROTECT PLACE SIGN AND POST, TYPE PER PLANS N � IW W IN m I � W W I (20 LF) 25 I (n m W W 2 1n ® w W 0 ® 18+0+0090 — Iw I~ Q I I CD co Z Q Oo W z CD CD Q' a + o OU) U W c~nQ Q o wa aN FL Z)2 zw =0 oc (n W 0 Ir Co 1p jG SF.: �2p21�-20fi T3 MnGreenwaytlwc SPM-19 sruE PLAN SCALE FEET 85 Of 94 IJ JI LU IW NI LU LU I W I N 14 (4fi 3F) N O RAN + W ip a `p' O N m BRIDGE ST! N o0 wl `► 9+00 — 20+00 — 21+00 22+00 21-, Z. W .Z = J — — — — — — — — — — — — — — — — — — — — — — — — — — — <1 21 R� 1 � i wna�s below. Call 5ekre you e�9. SIGNING AND STRIPING NOTES N OINSTALL YIELD LINE PER DETAIL 3, SHEET SSD-01 INSTALL HIGH VISIBILITY CROSSWALK ❑S PER CITY END STD 7350. CROSSWALK MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. 14 INSTALL GREENWAY PAVEMENT MARKING PER DETAIL 9, SHEET SSD-01 15 INSTALL SPEED HUMP MARKINGS PER CITY ENG STD 7321 INSTALL NEIGHBORHOOD GREENWAY SIGN AND 21 POST PER DETAIL 10, SHEET SSD-01 26 INSTALL RED CURB 28 INSTALL SIGN AND POST, TYPE PER PLANS FURNISH AND INSTALL DOUBLE -SIDED 32 RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM PER DETAIL 13, SHEET SSD-02 40 INSTALL'HUMP' WORD PAVEMENT I MARKING PER CITY ENG STD 7320 " I MAl un fir, Ic EA (z) a W15-7P (z) uJ O � M 0 Z Q w gm0 0 w a O H Q' zoo Lu a � Z�Ui wa Zw� 0 oO 2coo m OL mx w (45 LF) 1-5 reue�v SPM 21 JG wEIF.: 2OR1l-10&TSPFLGreenw dm SPM-20 scuE PLAN SCALE FEET 86 of 94 MEADOW 71 LEFT NUi0lV PLAGUE PARK QZb 179 LF) 71 pK,HT ARROW PLAGA OD/ { 75 IN LFI W ro (21 SF ElATYPJ m WMICAI �r MATCH LINE- "C � I I RIDIF7 AppDWHADLE{�� _ _ T I n7asFl[eF I RAV ii -- — T I EXPOSITION DR ](25SF .LJ') \ TYP) \ 1 '� lffTApROW PIADUE S_TA 11.Oa. SEE ELLOaLEF� •i��" I i _1a J= W a o 0 CORRIDA DR 134M UNDa QOLFl � .. .. 'cl. RAY—�� � - _.-�' STREE7 NUIE SI(46 27 Q a 0\ i i was Eabw Call eaoe .a eq SIGNING_ AND STRIPING NOTES 3 INSTALL'STOP WORD PAVEMENT 1,11-- '�' PER CALTRANS STD PI AN N41) INSTALL I? STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD © PLAN RSP A24G, 5'-0- FROM EDGE OF CROSSWALK. UNLESS OTHERWISE NOTED INSTALL HIGH VISIBILITY CROSSWALK a❑ PER CITY ENG STD 735a. CROSSWALK MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS INSTALL GREENWAY PAVEMENT MARKING PER 14 DETAIL 9. SHEET 55D-01 1S INSTALL SPEED HUMP MARKINGS PER CITY END STD 7321 INSTALL STRIPED CURB EXTENSION PER 16 DETAIL 4. SHEET SSD-D1 INSTALL NEIGHBORHOOD GREENWAY SIGN 21 POST PER DETAIL 1G. SHEET SSD-01 LJ INSTALL RED CURB g7iREMOVE AND INSTALL NEW POST WITH EXISTING SIGN PANEL TYPE PER PLANS ® INSTALL SIGN AND POST. TYPE PER PLANS ®REMOVE AND SALVAGE EXISTING SIGN ANC POST. TYPE PER PLANS ®INSTALL SALVAGED SIGN AND POST. TYPE PER PLANS INSTALL Y UMP WGRD PAVEMENT ® MARKING PER CRY ENO STD T370 INSTALL D7.71, GUDESIGN AND POST PER ® DETAIL 11. SHEET SS"I 91 F— Z (O H w a O FY Z ay c XF— ) LN Q F— C3 u w a > W lL —ic (� ¢ L Z Z O �0 ooa r o N 0 0 wQ SPW21 atue PLAN SCALE N11 87 of 94 13: 1 N I o I I27 (5 LF) 6 L I W d 26 R5-3 J n R7-7 (TRAIL) 28 28 (20 LF) O H W I (46 SF TYP.) 74 (20 LF) 26 2 RA"7 _ _ _ _ _ _ _ _ _ _ _ _ _ R. _ W V)_ ___ ____ _ _ - _ __ _ _____ W w ® ® ® 9 (n ULI V) CORRIDA DR �; 41 _ _ _ _ _ CORRIDA DR Q '00 16,00 17+00 E z 16+00 19+00 20a o w ;26(2. z AN RAN R(20 LF) 26LF) O STREETNAMESIGNS 27 uJ U I� �Z (7I wlO co 14 1485E NP.) LU R o wr CORRIDA DR N �3 FI (n 0�. Y U lll�i�� _ — — ....................— 21+00 22+00 w Z � 14 n27, (20 LF) 26STREET NAME SIQ ara below. Call 6erore ro� a�9. Q CO N SIGNING AND STRIPING Lo N Z Q 0 ~ d Q LLJ w ~ E: O O U) af t Uw c~n¢ Lu Ld Qul Z CCU zo =U (? U) 0 0 0 (� NOTES V�✓ INSTALL 12" STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD © PLAN REP A24G, 6-0" FROM EDGE OF 21 CROSSWALK, UNLESS OTHERWISE RIW NOTED - INSTALL GREENWAV PAVEMENT MARKING PER �' w 5 �B _ /N DETAIL 9, SHEET S50-01 L u \ INSTALL NEIGHBORHOOD GREENWAV SIGN AND 3 21 POST PER DETAIL 10, SHEET SSD-01 " y INSTALL RED CURB 23+00 - I/[V 27 REMOVE AND INSTALL NEW POST WITHs �m EXISTING SIGN PANEL, TYPE PER PLANS Y 26 INSTALL SIGN AND POST, TYPE PER PLANS 9+�\ INSTALL BIKE DIRECTIONAL SYMBOL PER RAN DETAIL 6, SHEET SSD-01 -- Y4J0 F�viL�id�'^a � � - _ _ , x Q 26 (20 LF) O LEFTARROWPLAOUE 21 axaly. �U JG J 2 sF.. /cQ c �2021�-20fi T3 MnGreenw d. SPM-22 sru[ PLAN SCALE Flrr 8a of 94 MATCH LINE - Rl-1 36 (69IL�F)IL (20 LF) LS WOODBRV 10+00 SPM-22 'N ara below. Call cerore ro� a�9. SIGNING AND STRIPING NOTES 3❑ INSTALL'STOP' WORD PAVEMENT MARKING PER CALTRANS STD PLAN A24D INSTALL 12" STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD © PLAN RSP A24G, 5'-0" FROM EDGE OF CROSSWALK, UNLESS OTHERWISE NOTED INSTALL HIGH VISIBILITY CROSSWALK ❑6 PER CITY ENG STD 7350. CROSSWALK MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. 14 INSTALL GREENWAY PAVEMENT MARKING PER DETAIL 9, SHEET SSD-01 15 INSTALL SPEED HUMP MARKINGS PER CITY ENG STD 7321 INSTALL STRIPED CURB EXTENSION PER DETAIL 4, SHEET SSD-01 21 INSTALL NEIGHBORHOOD GREENWAY SIGN AND POST PER DETAIL 10. SHEET SSD-01 26 INSTALL RED CURB 27 REMOVE AND INSTALL NEW POSTWITH EXISTING SIGN PANEL, TYPE PER PLANS 28 INSTALL SIGN AND POST, TYPE PER PLANS REMOVE AND SALVAGE EXISTING SIGN AND 36 POST, TYPE PER PLANS INSTALL SALVAGED SIGN AND POST, TYPE 37 PER PLANS 40 INSTALL'HUMP' WORD PAVEMENT MARKING PER CITY ENG STD 7320 41 INSTALL BIKE DIRECTIONAL SYMBOL PER DETAIL 6, SHEET SSD-01 INSTALL PAVEMENT MARKER AND ®TRAFFIC LINE PER CALTRANS STD PLANS A20A-A20D. SEE DRAWING BUBBLE FOR DETAIL NUMBER. Lo Z 6n O � a o Q LLI C Of � Z O IL O U) U w U> F Lu Lu a Q Lu Z O 0 Fco co sF.: 2p21�-20fi T3 MnGreenw d. SPM-23 sruE PLAN SCALE FEET 89 of 94 3 LM (8 Q N I 11-1 g STREET NAME:": 37 0 H RI-1 B STREET NAME SIGNS 36 LL I ILL! J co 27 (48 LF) 16 II 16 (53 LF) IL 28 W1]-1 74 -'I IQ I (20 LF) 26 8J 26 (20 LF) W 2 U) 40 (25 SF TYP.) R/W R � DO_ LU W _ _ _ _ _ _ _ _ _ _ �,. + _ _ _ _ _ _ — _ _ — _ _ _ _ _ _ W N ® N � O �L w N WOODBRIDGE ST Q 1. - -3 17+00 — 18+00 23 (186 SF( 8 _ _ 19+00 - — > ` 20100 / — Q 21 r U) w N .. 28 W _ _ _ — _ _ — _ _ _ _ RAN __ RPW Z Z (20 LF) 26 26 (20 LF) I= 15 (24SFEATYP.) (46 SF) 16 7 (495F TYP.) = ifi (53 LF) UI QI 28 W17-1 (180SF) 8 36 RI-1 37 Ri-7 F Q I 6 (12 LF) 3 (22SFTYP.) 2I E2I W17-1 f2l LU > (24 SF EA TYP.) 1151 DO °I Q LU — - W B 0 0 N — I Q 00 LU Z J 2 F W17-1 �I ara below. Call cerore ro� a10. \ \ 40 (25 SFTYP.) a B WOODBRIDGE ST3 22+00 23+00 24+00 — - — - - R r O - — - - — - - — - - 1� 017 Q 'p SIGNING AND STRIPING NOTES ❑3 INSTALL'STOP' WORD PAVEMENT MARKING PER CALTRANS STD PLAN A24D INSTALL 12• STOP LINE PAVEMENT MARKING PER CALTRANS REVISED STD © PLAN REP A24G, 5'-0• FROM EDGE OF CROSSWALK, UNLESS OTHERWISE NOTED 6;1 INSTALL HIGH VISIBILITY CROSSWALK OPER CITY ENG STD 7350. CROSSWALK MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. 14 INSTALL GREENWAY PAVEMENT MARKING PER DETAIL 9, SHEET SSO-01 INSTALL SPEED HUMP MARKINGS PER 15 CITY ENG STD 7321 0 INSTALL STRIPED CURB EXTENSION PER + DETAIL 4, SHEET SSD-01 N 21 INSTALL NEIGHBORHOOD GREENWAY SIGN AND POST PER DETAIL 10, SHEET SSD-01 2fi INSTALL RED CURB F Z O 28 INSTALL SIGN AND POST, TYPE PER PLANS 0 EL REMOVE AND SALVAGE EXISTING SIGN AND 38 POST, TYPE PER PLANS LLJ w (7 Ln INSTALL SALVAGED SIGN AND POST, TYPE 37 PER PLANS Z co+ Q INSTALL'HUMP'WORD PAVEMENT O C 40 MARKING PER CITY ENG STD 7320 U LU F Lu a Q Lu Z 2 C) Lu 0 N 00 0 jG SF 22.-20fi T3 MnGreenw d. SPM-24 sruE PLAN SCALE FEET 90 Of 94 MEADOW PARK MEADOW PARK PATH 10 U- J UU m UU LU N H N Y ACC..✓// � I � I Ur (25 SF TYP.) 40 I d' (22 SF) 3 i -28 (50 LF) 22O jL(4�ISFTYP"'d co SFEA T1P.) 15 ILL! ———(24 — -— llJ 1n — _ O V1 I KING CT u 13+00 ' 14+00 ® 15+00 16+00 16+93 Y LU Z = 40 H(25 (IYP) 22 LF) � I W77-7 28 (150SF) 17 I I ' d a I I , I ara below. Call 5erore ro� a�0. SIGNING AND STRIPING NOTES ❑3 INSTALL'STOPWORD PAVEMENT MARKING PER CALTRANS STD PLAN A24D ❑9 INSTALL BIKEWAY BUFFER MARKINGS PER DETAIL 2, SHEET SSD-01 14 INSTALL GREENWAY PAVEMENT MARKING PER DETAIL 9, SHEET SSD-01 15 INSTALL SPEED HUMP MARKINGS PER CITY END STD 7321 17 INSTALL GREEN BIKE LANE MARKINGS PER DETAIL 1, CASE 1, SHEET SSD-01 21 INSTALL NEIGHBORHOOD GREENWAY SIGN AN POST PER DETAIL 10, SHEET SSD-01 INSTALL WHITE FLEX POSTS 20' O.C., PEXCO 22 CITY POST MODEL EAC, 36' WITH TWO GRAY RETROFLECTIVE WRAPS 28 INSTALL SIGN AND POST, TYPE PER PLANS 40 INSTALL'HUMP' WORD PAVEMENT MARKING PER CITY ENG STD 7320 INSTALL PAVEMENT MARKER AND ®TRAFFIC LINE PER CALTRANS STD PLANS A20A - A20D. SEE DRAWING BUBBLE FOR DETAIL NUMBER. CD O Lo Z O ~ IL U) M w C-9 O E ix Z F of � a—� + OW U)1�2 wa aU) c9 2 U (D o Z Y jG SF.: �2p21�-20fi T3 MnGreenw d. SPM-25 sudE PLAN SCALE FEET 91 Of 94 m — WHITE OWE LANE PAVEMENT bMARKING WITH ARROW CASE 1 as (CALTRANS STp PLANS A24A 6 A26C) SOLID GREEN BIKE r LANE r —BIKE LANE LINE. TYP BOTH SIDES B' VADE STRIPE (WHITE] (CALTRANS y 4 STD PLAN A200 DETAL 39) CASE 2 b GASHED GREEN B"" LANE EXTENSION , , , GREEN BIKE LANE APPROACHING PAVEMENT COATING. INTERSECTION RIGHT u TYPICAL TURN CONFLICT AREAS CASE 3 LLJ B' WIDE STRIPE DASHED GREEN BIKE ■■ PLAN STD PLALCALTRANS LANE EXTENSION STD DETAIL THROUGH TYP BOTHTH ). HTERSECTIONS AND ca 2 SIDES SI ACROSS DRIVE WAYS H tY O (J. LF TYP.UNLESS Oq n NOTED OTHERWISE ON PRAM) GENERAL NOTES: A. Goan take We pmas vrt coa" Nae be Seaeruster Sala RHe wappowd ogaal Omar aanmah-s such as Ma" Me6ucrylRe fMMA"rmp ma prefoed 0rmnoplaybe used at the ascm— of IRA Engmear Pavement maarlg W be lmtelktl by ma,fa—rer ro fwm lmtalbr Per manowi,rel5 speafva s Pnor to "stYalfon. Ala Pprlxa[foI -Waubmlt a -W aernple a. nvinuMdurer apeclarla= Inoralmg —I— +a An FHWA ra,,imnwnb •s irxhu bake. Er.gelwv.-I —rve wMniltals.1 ga•n Pavannnt caaang ant as, pri r to alyera0an. Slke Lane coatNV shall conform W the folkaalg Federal Wgheay A~WaWn(FHWA) repulr is for green lase We, 1. The day ra. Cuon fty ceadlnatea Mr We mlPr used Tm geen tubed pavement •Me be as febaa. 1 x a i X s x r leg .7N 2Ae-j .Lim 3eT 6A6 .Md Ma TM dayeme IumWanGa fade IY) Nall beat Ieaa,T. Wt no rn[va lawn 35. 2. The n1ylN1 me Nmnat y ooprdYlatee to 6n wiv uteri Ier Woo, Pmmed pavement saall be as kGoae 2 3 d x r x r x x v MU tl Per maWIactnee. Eped6f2tOne.SealmaetarSale Rlda appicar- smlinduce a elplmum of tac weta.A mlyd coop 9hdl W aWIW M—gh heeraepl . GREEN BIKE LANE MARKINGS (MODIFIED CITY STD 7360) NO SCALE EDGE OF PAVEMENT OIREC— OF VEHICULAR TRAVEL 7- WHITE SHARTROW GREEN BIKE LANE COATING PER DETAIL 1. THIS SHEET GREEN -BACKED SHARROW 7 ) NO SCALE WIIw w.�v Call P.In. ym ep — BIKE LANE LINE. TYP BOTH SIDESID B' WE STRIPE ]'M1fTE] (CALTsu,m STD PLAN A20D, DETAIL 391, 4' WIDE DIAGONAL STRIPE J WHITE] PER CAMUTCO FIGURE 9C-110(CA) 4 C j CLASS NSAfEWAYS SHALL u HAVE VERTICAL ELEMENTS x a`✓ FOR PHYSICAL SEPARATION CENTERED BETWEEN DIAGONAL STRIPES (SEE DETAILS. THIS SHEET] EXCEPT WITHIN CALTRANS RAY t�61 GAP TIAVEMENTMARKING fM1REl ,3 MELD LINE MARKING NO BCALE GREEN PAVEMENT COATING PER DETAIL 1. THIS SHEET — WHITE BIKE LANE PAVEMENT MARKING AND LEFT ARROW. HALF-SIZE (CALTRANS STD PLANS A26A 6 A24CI 6' WHITE STRIPE — I a a O O z, S o DIMENSION PER PLANS ��IKEWAY BUFFER TYV4STAGE &CYCLE TURN BOX � NO SCME rj NO SCALL BUFFER W MARKINGS PER DETAIL 2 HIS SHEET TM�ti R PEXCO CITY POST MODEL EAC. 35' WHITE WITH 2 LIGHT GREY WRAP KOTES: VERTICAL ELEMENTS SWILL BE INSTALLED IN COMPLIANCE WITH THE CAMUTCD AND CALTRANS CIS M02 OMIT VERTICAL ELEMENTS WITHIN 21T ON EITHER SIDE OF FIRE HYDRANTS AND DRIVEWAYS ROTATE CHEVRONS 43' TO LEFT OR RIGHT FOR DIRECTIONAL MARKINGS GREEN T WAY k a ' ar , GREENWAY STENCIL (FURNISHED BY CITY) 9 NO SCALE CLASS N VERTICAL ELEMENTS � NO SCALE PEXCO CITY POST MODEL EAC. 36' WHITE WITH 2 -. LIGHT GREY WTbLP d' WHITE 10,DO (WHERE —. OCCURS ON PLANS'. 1 d'WMTIE r .. 4 STRIPED CURB EXTENSION NO SHALL �Irr WHITE ARRO:Y 11.1 ILL'—'fYjy BLACK BORDER S.S — 2.S GREEN CIROtF BLACK BACKGROUND WITH WHITE BIKE SYMBOL NOTE MARKINGS SHALL BE MELTDOWN THERMOPLASTIC SHEETS (ENNIS FLINT OR CITY -APPROVED EQUIVALENT PRODUCT; BIKE DIRECTIONAL SYMBOL � NO SCALE orR DOUE ARROW PLAQUE E LEFT ARROW PLAWE ® 2e '- RIGHTARROW PLAGUT 24'.M' SIGN VARIES PER STREET. BACKGROUND'GREEN. LEGEND WHITE G33-1 (CA) MUTCD SIGN CODE CITY WILL PROVIDE GRAPHIC FREE BACKGROUND:GREEN _ LEGEND B BORDER.WHTTE i 1 -1 GREENWAY SIGN O ! NO SCALE _ .e h ` ,Meadow h h ie k' Broad RT. BORDER R-1.6' �32' Z. TH.g,d• D1-2D SIGN DETAIL NO SCALE 0 ]j J LLJ < L LJ 0 to z U w 0 Q W ~QQ � J W CL 2 J 00 0 ApacuF ' Imrnl an�R1.a* •..aa., SSD 01 92 of 94 SOLAR METALLIC POLE CAP FURNISH AND INSTALL 36"x36" FLUORESCENT YELLOW/GREEN W11-2 PEDESTRIAN CROSSING SIGN ON POLE PER CAMUTCD FIGURE 2C-11 FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON(RRFB); MODEL SC315-G FROM CARMANAH OR APPROVED EQUAL ON POLE, WITH CONTROLLER FURNISH AND INSTALL STAINLESS STEEL CLAMP AND BRACKET FURNISH AND INSTALL 24"x12" FLUORESCENT YELLOW/GREEN W16-7P(L) OR SUPPLEMENTAL ARROW PLAQUE PER CAMUTCD FIGURE 2C-12 -UNLESS NOTED OTHERWISE ON PLANS, FURNISH AND INSTALL POLARA INS SERIES APB PER CITY STD SPECIFICATION WITH 9"X12" R10-25. FURNISH AND INSTALL 14' TALL AND 2" WIDE PUNCH POST PER CITY STD. �) SINGLE -SIDED RECTANGULAR RAPID FLASHING BEACONS NO SCALE • wna�s below. Call b—you era. AETALLIC POLE CAP FURNISH AND INSTALL 36"x36" FLUORESCENT YELLOW/GREEN W11-2 PEDESTRIAN CROSSING SIGN (DOUBLE -SIDED) ON POLE PER CAMUTCD FIGURE 2C-11 FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON (RRFB) (DOUBLE -SIDED); MODEL SC315-G FROM CARMANAH OR APPROVED EQUAL ON POLE, WITH CONTROLLER FURNISH AND INSTALL STAINLESS STEEL CLAMP AND BRACKET (TWO-WAY) FURNISH AND INSTALL 24"x12" FLUORESCENT YELLOW/GREEN W16-7P (L) OR (R) SUPPLEMENTAL ARROW PLAQUE (DOUBLE -SIDED) PER CAMUTCD FIGURE 2C-12 FURNISH AND INSTALL POLARA INS SERIES APB PER CITY STD SPECIFICATION WITH 9"x12" R10-25. FURNISH AND INSTALL 14' TALL AND 2" WIDE PUNCH POST PER CITY STD. (1 DOUBLE -SIDED RECTANGULAR RAPID FLASHING BEACONS NO SCALE 0Y u) O W Lu J 0 Lu U Lu w o o2 LJ CUIL o �a � C� 0 = U w sFr. aa�wnzs 2 OR1�- 4DETJllg —d.g SSD-02 93 Of 94 NOTES: 1. PRECAST CURB SHALL BE PLACED FLUSH WITH EXISTING PAVEMENT SURFACE. FOR IRREGULAR SURFACES, SHIMS OR LOCALIZED MILLING MAY BE REQUIRED PRIOR TO THE INSTALLATION OF PRECAST CURB BARRIERS. THIS COST SHALL BE INCIDENTAL TO THE TOTAL COST OF INSTALLATION. 2. RECESSED DOWEL BARS SHALL BE GROUTED IN PLACE WITH EPDXY GROUT. GROUT SHALL BE FINISHED FLUSH WITH TOP OF CURB. 3. PRECAST CONCRETE CURB WILL ONLY BE USED FOR THE PROJECT BID ALTERNATE AS INDICATED ON THE PLANS. FLEX POSTS PROPOSED AS PART OF THE BASE BID THAT CONFLICT ITHTHE PRECAST CONCRETE CURB AS SHOWN ON THE SIGNING AND STRIPING PLANS ARE TO BE REMOVED IF PRECAST CONCRETE CURB IS CONSTRUCTED. INSTALLATION NOTES: �1 112- CHAMFER (TYP.) �2 1 4" DIA. DOWEL HOLE WITH PVC SLEEVE (SEE DONUT HOLE DETAIL) (TYP.) O #3 EPDXY COATED REBAR, 6-8" LENGTH (4 REQUIRED)(TYP.) ® 8-z2" LIFTING POINT AND DRAINAGE SLOT (TYP.) ❑5 PEXCO CITY POST MODEL EAC, 36' WHITE WITH 3 GREVWRAP © MAINTAIN A MINIMUM 20' CLEARANCE BETWEEN VERTICAL FEATURES AND DRIVEWAYS, FIRE HYDRANTS, OR DRAIN INLETS. �7 A TYPICAL CONTINUOUS PRECAST CURB RUN IS 40' (5 SEGMENTS). THE MAXIMUM CONTINUOUS RUN IS 80' (10 SEGMENTS). CONTINUOUS RUNS ARE PREFERRED TO FILL A SECTION COMPLETELY RATHER THAN USING MULTIPLE SHORTER RUNS. ❑8 PAINT ALL MEDIAN NOSE CURBS YELLOW USING RETROREFLECTIVE BEADS CASE PRECAST CONCRETE CURB FEATURING RECTANGULAR ENDS CASE II PRECAST CONCRETE CURB WITH A SINGLE ROUNDED END 1/1 li CASE III ..' PRECAST CONCRETE CURB WITH BOTH ENDS ROUNDED 3" �I " ` �I 0 © PLAN © © PLAN © 0 3" 2 PLAN VE Q Q 0 m 0) J F W 0 m U W H W U Z O U H- U W w a PRECAST CURB 5 FLEX POST, TYP. PRECAST CURB (CENTER (CASE II), TYP. PRECAST CURB WITHIN STRIPED BIKE BUFFER) PRECAST CURB (CASE II), TYP. fi'WHITE SOLID 4' (CASE I), TVP. 6 RECESSED 8 0.5" 3�• 11" PER PLAN 1' 1' 6" 1' LINE (TYP.) Y 1" ROUND FILLET 1 eel —F) (5' MIN.) MIN. MIN. IN y TRAVEL LANE S. a g. Y 3" CLR. BIKE LANE BUFFER ] 20' 20' 20' 20' 3„ 3" 3'• PER 8 2' 2' 2' 2' 3 PLAN DRIVEWAY L FIRE HYDRANT/ af6Pu. (3.5' MIN.) DRAIN INLET 14" DOWEL HOLE WITH DRIVE 3/4" EPDXY COATED CROSS SECTION PRECAST CURB PLACEMENT DETAILS ,{ PVC SLEEVE (SEE DOWEL BARS TO 12" DEPTH •+ }= �� DONUT HOLE DETAIL) PROFILE tr uFaAI • ara below. Call 5erore ro� a�a. g• 3.5" S. 3.5" g' 1 f 3" 1 f 3" U) 0 I. 6�• 3' 3�• g�� 3" 3.� I: :I Z.-0W 3' T 3' 2'1" g•• " 2 3 2'-2" 8 'r 2 `�4 2'-2' 2 "`���� 3' CLR. (Y H ELEVATION ELEVATION ELEVATION O (q UW W W J Z d 0 0 0 13' O.D., 1" I.D. PVC SLEEVE et}.. 1'g" DIA., i" DEEP DONUT HOLE a1" DONUT HOLE DETAIL PROTECTED BIKE LANES PRECAST CONCRETE CURB DETAILS (BID ALT A) NO SCALE W YMF �soz0-zosxoe. x e,a.w.v CD 03 94 Of 94