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Know what'sbelow. <br />before you dig.Call <br />R <br />FILE NO.: <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED: <br />www.DigAlert.org <br />BEFORE YOU DIG <br />TWO WORKING DAYS <br />Underground Service Alert <br />NOTICE TO CONTRACTOR <br />of Southern California <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT GID UOY EROFEB L <br />LAC69OFSHEET NO. <br />IMPROVEMENTS <br />WARNER AVE PHASE 2A BENCHMARK NO.:ELEV.:PROJECT NO. 18-6901: WARNER AVENUE IMPROVEMENTS PHASE 2A OAK ST TO GRAND AVEST-06556OF: <br />THE SUPERVISION <br />PREPARED UNDER <br />FOR CONSTRUCTION: <br />AND RECOMMENDED <br />CONSTRUCTABILITY <br />REVIEWED FOR <br />JASON GABRIEL <br />DATE <br />PRINCIPAL CIVIL ENGINEER <br />SENIOR CIVIL ENGINEER <br />RCE NO.: 62968 <br />SEE SHEET AT-02 DESIGNED: OE DRAWN: SL CHECKED: MA <br />IT <br />C <br />F <br />AT <br />O <br />E <br />RNOVILI <br />CA L IF <br />ORP <br />SIGERETS <br />RED <br />I <br />EENGN <br />E <br />RAL <br />E <br />OISSF <br />ANC 90328 ZAINE <br />MLEM.NAMH <br />TOOTHMAN ELMEZAIN <br />11/2022 <br />11/2022 <br />NOT FOR CONSTRUCTION - <br />POLE <br />POLENOT FOR CONSTRUCTIONS <br />H <br />H <br />D <br />DOT# 761248L UPRR MP 519.10 (SCALE : 1"=10'). ROW <br />EX. ROW <br />EX. ROW <br />EX. ROW <br />DD-01 <br />WARNER AVE AT GRADE CROSSING <br />11' <br />10' <br />10' <br />11' <br />6' <br />10' <br />10' <br />10' <br />10' <br />11' <br />6' <br />10' <br />10' <br />2 <br />2 <br />22 <br />23 <br />22 BCOFF. 3.00' LTSTA. 50+88.12STA. 50+89.12ECOFF. 4.00' LTECOFF. 4.00' RTSTA. 50+52.86WARNER AVE. <br />WARNER AVE. <br />8 <br />9 <br />8 <br />3 <br />34'5'C1 <br />C2 <br />C3 <br />C4 <br />CONSTRUCTION NOTES: <br />57 <br />57 <br />19 <br />6 <br />6 <br />3 <br />3 <br />8 2 <br />EX. ROW <br />8 <br />S8829 <br />494.90' <br />S8829 <br />494.90' <br />15' <br />8'32'2 UPRR TRACKS8 <br />2 <br />1.00' <br />1.00' <br />1.00' <br />1.00' <br />1.57' <br />1.57' <br />1.57' <br />1.57' <br />900 <br />895 <br />900 <br />CURVE TABLE <br />CURVE RADIUS LENGTH DELTA <br />895 <br />30 <br />10' <br />C1 <br />C2 <br />C3 <br />C4 <br />EX. RIGHT OF WAY <br />LANDSCAPE <br />CONSTRUCTION CENTERLINE <br />PROP. RIGHT OF WAY <br />PCC MONOLITHIC BIKE LANE <br />PCC IMPROVEMENTS <br />LEGEND:OFF. 51.70' LTSTA. 50+98.7115' <br />10' <br />60 <br />6' <br />10' <br />10' <br />6'4.3'4.5'OFF. 55.82 RTSTA. 50+36.34OFF. 55.82' RTSTA. 50+48.6520 <br />58 <br />58 <br />58 <br />DETECTABLE WARNING SURFACE <br />NOTES: <br />CL WARNER AVE <br />CL WARNER AVE1' <br />1' <br />1' <br />1'7.5'8'16 <br />END C&GOFF. 42.00' RTSTA. 50+52.84END C&GOFF. 46.00' RTSTA. 50+88.2051' <br />UPRR ROW <br />UPRR ROW <br />50'52.5'4'5'32'9'9.1' <br />4.5' <br />18 <br />17TYP. <br />17 TYP.OFF. 56.00 LTSTA. 51+01.61APPROX. 300' <br />TO HATHAWAY AVETO STANDARD AVE <br />APPROX. 625' <br />PROTECT-IN-PLACE EX SIGN <br />EX PULLBOX <br />PROTECT-IN-PLACE <br />OFF. 60.10' RTSTA. 51+11.15RELOCATE UTILITY POLE BY UPRR <br />EX SIGN <br />PROTECT-IN-PLACE <br />PROTECT-IN-PLACE EX RXR SWITCH <br />38.7'12'8' <br />8'4.1'113.8'113.8'TYP.17 17 TYP. <br />AC PAVEMENT50'60.1'8'38'9'32'9.5'4.5'9.1'9.5' <br />11'OFF. 51.00' RTSTA. 51+09.124.5'4.5'20 <br />58 <br />OFF. 50.50 LTSTA. 50+48.47OFF. 51.70' LTSTA. 50+56.0345 <br />45 45 <br />45 <br />OFF. 43.50' LTEND C&GSTA. 50+52.904545 <br />OFF. 42.00' LTSTA. 51+44.2830 <br />OFF. 46.50' RTSTA. 50+57.17OFF. 50.82' RTSTA. 50+49.16SIDEWALK <br />PROTECT EX. <br />PROTECT-IN-PLACE UPRR SIGN <br />59 <br />22 <br />OFF. 50.82' RTSTA. 50+38.41PROP. TCE <br />OFF. 46.50' RTSTA. 51+04.62OFF. 50.67' RTSTA. 51+01.71OFF. 42.50' RTSTA. 50+30.09OFF. 52.49' RTSTA. 40+80.173 10.5'OFF. 47.36' LTSTA. 51+03.1815'5'OFF. 56.00' LTSTA. 50+53.91OFF. 42.00' LTBEG C&GSTA. 50+88.05END C&GOFF. 42.00' LTSTA. 51+28.88OFF. 4.00' RTSTA. 50+88.12 BCOFF. 5.00' RTSTA. 50+89.12 ECOFF. 4.00' LTBCSTA. 50+51.86 ECOFF. 3.00' LTSTA. 50+52.86 13.5'4.6'RELOCATE SIGNAL HOUSE <br />2 <br />10'10'OFF. 5.00' RTSTA. 50+51.86BC4.2'61 4'60 4'4' <br />4' <br />19 OFF. 50.00' LTSTA. 51+21.274.3'5'3'6.5'3' <br />3'5'4. <br />2' <br />18 <br />18 <br />8'4.5'5.25'2 <br />OFF. 52.50' RTSTA. 50+33.0030'EX RXR SWITCH <br />PROTECT-IN-PLACE <br />25'2.25'2.25'4.2'5'5'OFF. 44.00' LTSTA. 50+49.032' <br />2' <br />2' <br />TYP. <br />2' <br /> CATCH BASIN <br />PROTECT EX. <br />3' <br />TYP. <br />2' 3'OFF. 50.67' RTSTA. 50+58.222' <br /> EX. C&G <br />PROTECTCL DVWY, W=27'STA. 50+10.4616 <br />6.5'7.5'13 <br />OFF. 50.00' LTSTA. 51+07.61CL DVWY, W=27'STA. 50+10.46OFF. 4.05' LTSTA. 49+52.27OFF. 4.00' LTSTA. 50+06.2762 <br />60 <br />4. FOR IRRIGATION PLANS, SEE SHEETS IA-01 TO IA-03. <br />3. FOR LANDSCAPE PLANS, SEE SHEETS LA-01 TO LA-06. <br />3. FOR SIGNING AND STRIPING PLANS, SEE SHEETS SS-01 TO SS-03. <br />2. FOR STREET IMPROVEMENT PLANS, SEE SHEETS DA-01 TO DA-06. <br />1. FOR DISPOSITION PLANS, SEE SHEETS RA-01 TO RA-05. <br />60 <br />62 <br />61 <br />60 <br />59 <br />58 <br />57 <br /> <br />45 <br />30 <br />23 <br />22 <br />20 <br />19 <br />18 <br />17 <br />16 <br />13 <br />9 <br />8 <br />6 <br />3 <br />2 <br />DD-05. <br />CONSTRUCT MEDIAN MANHOLE MAINTENANCE AREA PER DETAIL E ON SHEET <br />RELOCATED SIGNAL HOUSE (BY UPRR) <br />COMPACTED NATIVE EARTH AT 90% RELATIVE COMPACTION. <br />90% OF THE MATERIALS ASTM D-1157 MAXIMUM DRY DENSITY OVER 12" <br />MINIMUM 3" THICK DECOMPOSED GRANITE AND PALLIATIVE COMPACTED TO <br />SANTA ANA STD PLAN NO. 1117 <br />ADJUST EXISTING SURVEY MONUMENT TO FINISHED GRADE PER CITY OF <br />111-5. SIZE PER PLAN <br />CONSTRUCT DETECTABLE WARNING SURFACE PER S.P.P.W.C. STD PLAN NO. <br />INSTALL CPUC STD NO. 9-A (BY UPRR) <br />THICKER THAN EXISTING, WHICHEVER IS GREATER). <br />CONSTRUCT 4" THICK AC PAVEMENT OVER COMPACTED SUBGRADE (OR 1" <br />SANTA ANA STD PLAN NO. 1405 <br />RELOCATE EXISTING FIRE HYDRANT AND CONNECT TO MAIN PER CITY OF <br />FINISHED GRADE <br />ADJUST EXISTING STORM DRAIN/SEWER MANHOLE FRAMES AND COVERS TO <br />ADJUST EXISTING WATER VALVE CANS AND COVER TO FINISHED GRADE <br />(BY UPRR) <br />INSTALL CPUC STD NO. 8 ACTIVE WARNING DEVICE (2-WAY LED FLASHERS) <br />(2-WAY LED FLASHERS) (BY UPRR) <br />INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE WITH GATE ASSEMBLY <br />(1-WAY LED FLASHERS) (BY UPRR) <br />INSTALL CPUC STD NO. 9 ACTIVE WARNING DEVICE WITH GATE ASSEMBLY <br />INSTALL CONCRETE PANELS (BY UPRR) <br />CONSTRUCT DRIVEWAY APPROACH(MOD) PER DETAIL "D" ON SHEET DD-05 <br />CONSTRUCT DRIVEWAY APPROACH PER S.P.P.W.C. STD PLAN NO 110-2 <br />CITY OF SANTA ANA STD PLAN NO. 1108 <br />CONSTRUCT CONCRETE BUS PAD OVER 6" COMPACTED AGGREGATE BASE PER <br />1104 <br />CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF SANTA ANA STD PLAN NO. <br />FINISH BY BOMANITE (EX-RV-080211-13) OR APPROVED EQUAL <br />STD PLAN NO. 1118. CONCRETE SHALL BE EXPOSED AGGREGATE-REVEALED <br />CONSTRUCT 4" THICK MEDIAN STAMPED CONCRETE PAVEMENT PER SANTA ANA <br />CONSTRUCT B-1 CONCRETE CURB PER CITY OF SANTA ANA STD PLAN NO. 1101 <br />AGGREGATE BASE PER CITY OF SANTA ANA STD PLAN NO. 1101 <br />CONSTRUCT A-2-8 CONCRETE CURB AND GUTTER OVER 6" COMPACTED <br />DECOMPOSED GRANITE <br />SHT-DD01-186901-R00.DGNEXIST. IMPROVEMENTS <br />PROP. IMPROVEMENTS <br />6'X51' <br />306 <br />SF <br />270 SF, 6'X51 <br />UPRR ROW <br />Exist. Curb/ <br />Sidewalk <br />EX. <br />TCE <br />EX. ROW <br />UPRR ROW <br />UPRR ROW <br />EXHIBIT 2 <br />  <br />  <br />City Council 15 – 19 4/21/2026