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4- <br />1❑ CONCRETE FLUSH CURB ❑5 JOINT SEALANT TO MATCH <br />CONCRETE COLOR W/SEEDED <br />�2 PRECAST PAVER -TRUNCATED DOME SILICA SAND. <br />TILES PER MATERIALS PLAN <br />❑3 ASPHALT PAVING <br />EXPANSION JOINT FILLER MATCH <br />FULL DEPTH OF CONC. PAVINGD <br />© BASE MATERIAL & COMPACTED <br />SUBGRADE PER DETAIL 01 <br />9 <br />�7 (2X) 0 4 HORIZONTAL REBAR <br />CONTINUOUS, 0 3 VERTICAL <br />REBAR 12 O.C. <br />FLUSH CURB WITH GUTTER v 06 <br />❑5 EXPANSION JOINT FILLER MATCH <br />FULL DEPTH OF CONC. PAVINGD <br />1❑ CONCRETE CURB <br />© JOINT SEALANT TO MATCH <br />�2 CONCRETE PAVING PER CONCRETE COLOR W/SEEDED <br />MATERIALS PLAN. SILICA SAND. <br />�3 0 3 VERTICAL REBAR o 12" OC MIN <br />�4 0 4 HORIZONTAL REBAR U 12" OC <br />MIN. <br />�j BASE MATERIAL & COMPACTED <br />SUBGRADE PER DETAIL 01 <br />9 <br />® DITCH REBAR <br />�g CONCRETE CURB AND GUTTER, <br />TYPE A-2-8 CURB, PER STD. <br />PLAN NO.1101 <br />CONCRETE RETAINING DOUBLE CURB 05 <br />Underground Service Alert <br />of Southern California <br />TWO WORKING DAYS <br />4; BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. GkL EUCFE,Y, ac <br />www.DigAlert.org <br />NOTICE TO CONTRACTOR <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />8" <br />1❑ CONCRETE FLUSH CURB <br />Ifl PRECAST PAVER -TRUNCATED <br />DOME TILES PER MATERIALS PLAN. <br />❑3 ASPHALT PAVING <br />® EXPANSION JOINT FILLER] MATCH <br />FULL DEPTH OF CONC. PAVINGD <br />❑5 JOINT SEALANT TO MATCH <br />CONCRETE COLOR W/SEEDED <br />SILICA SAND. <br />© BASE MATERIAL & COMPACTED <br />SUBGRADE PER DETAIL 01 <br />9 <br />�7 (2X) 0 4 HORIZONTAL REBAR <br />CONTINUOUS, 0 3 VERTICAL REBAR <br />12 O.C. <br />FLUSH CURB <br />1❑ PRE -CAST TRUNCATED DOME TILES. COLOR TO BE <br />FEDERAL YELLOW (33538) OF SAE AMSSTD-595A. <br />SHALL COMPLY WITH CBC 11 B-247, 11 B-250, 11 B-705 <br />�2 MORTAR SETTING BED PER MANUF. <br />01 <br />CONCRETE PAVING PER <br />9 01 <br />�4 BASE MATERIAL AND COMPACTED SUBGRADE PER <br />9 <br />02 <br />�5 EXPANSION JOINT PER <br />9 <br />© NOT USED <br />�7 FINISH SURFACE <br />® ADJACENT PAVING <br />❑9 5/8" SMOOTH STEEL DOWEL X 12" AT XX" O.C. FOR <br />VEHICULAR USE "SPEED DOWEL". SEE SPECS. <br />10 CONCRETE CURB PER CIVIL DWGS. <br />11 H 4 REBAR AT XX" O.C. EACH WAY <br />NOTED <br />A. TOTAL LENGTH OF TRUNCATED DOME TILES PER <br />PLAN. <br />B. TRUNCATED DOME TILES ARE TO CONFORM TO <br />STATE ACCESSIBILTY STANDARDS. CONTRACTOR <br />TO VERIFY STANDARDS PRIOR TO INSTALLATION. <br />C. DETECTABLE WARNING SURFACES SHALL <br />CONTRAST VISUALLY WITH ADJACENT WALKING <br />SURFACE. EITHER LIGHT ON DARK OR DARK ON <br />LIGHT. <br />FILE NO.: <br />REVISIONS REFERENCES �NDSCAP <br />i�Y <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 ���N 011 <br />O BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83). ZONE Uj sus -A <br />O� 6, NAD83. OCS (200T.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL U n <br />POSITIONING STATIONS (CGPS) "SACY' AND "OEOC" BEING N80°43'39"E AS DERIVED FROM THE COORDINATES J SIGNATURE -� <br />PUBLISHED AND ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. * 04-30-2024 y� <br />RENEWAL DATE <br />HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83). ZONE �'� 10-13-2023 �Q <br />DISTANCES B007.00 EPOCH 1.0 0011963 TOJOBTAINTA GROUNDSTANCES SHOWN DISTANCE. ALLARE GRID, DISTANCESUARESBASED ONISE THENU.S. SURVEYPLY FOOTRI 9TF OFDCAL\�0�� <br />CONSTRUCTION COMPLETED: <br />1❑ CONCRETE PAVING PER <br />CIVIL <br />2❑ <br />FINISH GRADE PER CIVIL <br />d <br />_ <br />M � <br />0 3 VERTICAL REBAR o 12" <br />OC MIN. <br />®0 <br />4 HORIZONTAL REBAR o <br />12" OC MIN. <br />Ifl DITCH REBAR <br />© EXPANSION JOINT FILLER <br />MATCH FULL DEPTH OF <br />CONC. PAVINGD <br />Qz <br />�a <br />N L1J <br />z U- <br />O <br />fV = <br />�w <br />w= <br />Q N <br />Ifl JOINT SEALANT TO MATCH <br />CONCRETE COLOR W/ <br />SEEDED SILICA SAND. <br />®BASE MATERIAL & 01 <br />COMPACTED SUBGRADE PER 9 <br />DETAIL <br />04 CONCRETE RETAINING CURB <br />OO <br />OO <br />OO <br />OO <br />Oo <br />Oo <br />Oo <br />o <br />@o <br />0 <br />0 <br />@o <br />@o <br />0 <br />0 <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />o <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />o <br />P.O.T DIRECTION <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />OO <br />o <br />OO <br />OO <br />OO <br />OO <br />o <br />i� <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />9 <br />LO <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />F@ <br />@o <br />@o <br />@o <br />@o <br />@o <br />@o <br />@o <br />@o <br />@o <br />@o <br />@o <br />Q. n.. <br />CV <br />Ci <br />CV <br />V <br />T <br />7 <br />r <br />02 <br />PRECAST PAVER -TRUNCATED DOME TILES 1 ­ � V 01 <br />SAME <br />949-261-1001 Office <br />949-260-1190 Fax <br />LPADesignStud ios.com <br />5301 California Avenue <br />Suite 100 <br />Irvine, California 92617 <br />ARCHITECTURE ENGINEERING INTERIORS <br />-ANDSCAPE ARCHITECTURE PLANNING <br />PROJECT ADDRESS$ <br />2802 S. FLOWER ST. <br />PREPARED <br />DATE CONSTRUCTION DETAILS cH01 <br />OF: 05/2024 <br />LAN <br />SCAPE <br />ARCHITECT <br />DESIGNED: <br />CIL <br />CORRIE LINDSAY DRAWN: HY CHECKED: TT SEGERSTROM AVENUE AT ROSEWOOD AVENUE <br />REVIEWED <br />EVIEW D FOABILITY: �� "' 100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE <br />CONST <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />PRINCIPAL CIVIL <br />PRINCIPAL CIVIL ENGINEER RCE NO.: 66219 <br />PUBLIC WORKS AGENCY <br />CITY OF SANTA ANA SHEET 9 OF 13 <br />Q <br />U <br />a <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />co <br />I <br />0 <br />C� <br />0 <br />0 <br />z <br />