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Underground Service Alert <br />of Southern California <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. ca.L EITCFE,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 />FILE NO.: <br />NUMBERI DATE INITIALS <br />REVISIONS <br />DESCRIPTION <br />] CONCRETE PAVINGD REFER TO DTL. 01 <br />�2 X/X" DOWEL o XX O.C. <br />�3 CONCRETE PAVING STEEL 01 <br />REINFORCEMENTD REFER TO DTL. <br />�4 BASE MATERIAL & COMPACTED 01 <br />SUBGRADED REFER TO DTL. <br />NOTESD <br />A. NATIVE OR FILL SOIL SUPPORTING 1/8" RADIUS <br />EXTERIOR NON-STRUCTURAL 03 <br />FLATWORK AND UNPAVED © EXPANSION JOINTD REFER TO DTL. <br />LANDSCAPING AREAS ARE EXEMPT <br />FROM SPECIAL INSPECTION AND CONCRETE CURBD REFER TO CITY STD. <br />TESTING. <br />® DRILLED 5/8" DIA. SLIP SLEEVE AT <br />B. CONCRETE BATCH PLANT INSPECTION CONCRETE CURBD DOWEL TO HAVE FREE <br />IS NOT REQUIRED. MOVEMENT THIS SIDE <br />PAVING JOINT AT CURB 08 <br />0 CONCRETE PAVING AND 01 <br />REINFORCEMENT PER DETAIL <br />EXPANSION JOINT FILLER <br />MATCH FULL DEPTH OF CONC. <br />PAVINGD REFER TO SPECS <br />FOR MATERIAL <br />3❑ JOINT SEALANTD COLOR TO <br />MATCH CONCRETE COLOR <br />W/SEEDED SILICA SAND <br />4❑ BASE MATERIAL AND 01 <br />SUBGRADED REFER TO DTL. <br />5❑ FACE OF VERTICAL SURFACE <br />© 1/8" RADIUS <br />NOTESD <br />A. PROVIDE EXPANSION JOINT AT ALL VERTICAL SURFACES. <br />08 <br />B. EXPANSION JOINT AT CURB PER DETAIL <br />C. NATIVE OR FILL SOIL SUPPORTING EXTERIOR NON-STRUCTURAL FLATWORK AND <br />UNPAVED LANDSCAPING AREAS ARE EXEMPT FROM SPECIAL INSPECTION AND <br />TESTING. <br />D. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED. <br />7 3 1 4 <br />4 <br />� p 4 <br />p4 4 w <br />° a a o <br />a a~_ a a <br />�� � �� �� F;; <br />Nw 0 ° U_ w >_LU 4, 4 a4 4 4 ° <br />" V F- <br />3" <br />CLR. <br />6" 8" TYP. <br />01 <br />1❑ CONCRETE PAVINGD REFER TO DTL. <br />�2 ADJACENT SURFACE/ FINISH GRADED REFER TO PER MATERIALS PLAN <br />�3 0 X REINFORCINGD CONTINUOUS <br />�4 EXTEND REINFORCEMENT FROM PAVING INTO THICKENED EDGE & WRAP ENDS <br />❑5 THICKENED EDGED 0 U" DEPTH FOR PEDESTRIAN PAVINGo <br />0U" DEPTH FOR VEHICULAR PAVING <br />01 <br />© BASE MATERIAL & COMPACTED SUBGRADED REFER TO DTL. <br />�7 EASE ALL EDGESU 1/4"R, TYP. <br />NOTESD 02 <br />A. ADD EXPANSION JOINTS AT ALL THICKENED EDGE CONDITIONS ADJACENT <br />TO OTHER PAVING TYPES PER DETAIL 08 <br />B. JOINT ADJACENT TO CURB PER DETAIL <br />CONC. PAVING THICKENED EDGE V 06 <br />d <br />w <br />d <br />w <br />NOTESD 1❑ NEW CONCRETE PAVING AND 01 <br />A. PROVIDE AT ALL LOCATIONS WHERE REINFORCEMENTD REFER TO DTL. <br />NEW CONCRETE JOINS EXISTING <br />CONCRETE. ❑2 EXISTING CONCRETE PAVING <br />B. PROVIDE CLEAN SAWCUT AT EXISTING <br />PAVING. EXTEND PROPOSED PAVING AS ❑3 1/2" X 24" SMOOTH STEEL DOWEL AT <br />REQUIRED TO CLOSEST ADJACENT 18" O.C. <br />JOINT. 5/8" SLIP SLEEVE DRILLED INTO <br />4 <br />C. SEE CIVIL PLANS FOR LIMIT OF EXISTING CONCRETE PAVINGD DOWEL <br />DEMOLITION. TO HAVE FREE MOVEMENT ON THIS <br />SIDE <br />D. NATIVE OR FILL SOIL SUPPORTING JOINT SEALANT WITH BACKER ROD <br />EXTERIOR NON-STRUCTURAL <br />FLATWORK AND UNPAVED LANDSCAPING 01 <br />BASE MATERIAL & COMPACTED <br />AREAS ARE EXEMPT FROM SPECIAL © <br />INSPECTION AND TESTING. SUBGRADED REFER TO DTL. <br />E. CONCRETE BATCH PLANT INSPECTION IS ❑7 1/8" RADIUSD AT NEW CONCRETE <br />NOT REQUIRED. PAVING <br />EXPANSION JOINT AT VERTICAL SURFACE 3"H V-0" <br />_ 07 CONCRETE PAVING TIE-IN <br />REFERENCES <br />A. SAWCUT CONTROL JOINT <br />B. EXPANSION JOINT <br />01 <br />1❑ CONCRETE PAVINGD REFER TO DETAIL <br />�2 SPEED DOWELU BY SIKA CORPORATION CONCRETE ACCESSORIESU <br />PRODUCTU PSD12/o4TX <br />�3 SAWCUT CONTROL JOINTU 1/8-INCH WIDEU CUT TO 1/4 DEPTH OF SLABU <br />PROVIDE TIGHT 1/8-INCH RADIUS ON EDGE OF PAVING BEFORE <br />SAWCUTTING. <br />01 <br />® CONCRETE PAVING REINFORCEMENTU REFER TO DETAIL <br />03 <br />�5 JOINT ENLARGEMENTU REFER TO DETAIL <br />© PEDESTRIANO 5/8" SMOOTH STEEL DOWEL X 0 0 " 0 0 u " O.C. <br />VEHICULAR 5/8" SMOOTH STEEL DOWEL X o o " o 0 0 " O.C. <br />�7 BASE MATERIAL & COMPACTED SUBGRADED REFER TO PAVING DETAIL 01 <br />NOTESD <br />A. NATIVE OR FILL SOIL SUPPORTING EXTERIOR NON-STRUCTURAL <br />FLATWORK AND UNPAVED LANDSCAPING AREAS ARE EXEMPT FROM <br />SPECIAL INSPECTION AND TESTING. <br />B. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED. <br />3"=1'-0" 05 CONCRETE PAVING JOINTS <br />APPROVEDINSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 <br />BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83). ZON <br />6, NAD83. OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL <br />POSITIONING STATIONS (CGPS) "SACY' AND "OEOC" BEING N80°43'39"E AS DERIVED FROM THE COORDINATES <br />PUBLISHED AND ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. <br />HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE <br />VI, NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID, UNLESS OTHERWISE NOTED. MULTIPLY GRI <br />DISTANCES BY 1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT. <br />CONSTRUCTION COMPLETED: <br />1❑ CONCRETE PAVINGD 01 <br />FIN. GRADED PER DETAIL <br />1/4" EXPANSION MATERIALU <br />HOLD 1/2" BELOW FINISH <br />GRADED REFER TO SPEC <br />FOR PRODUCT INFO. <br />03 <br />DOWELU PER DETAIL <br />1/8" TOOLED RADIUS <br />JOINT SEALANT WITH <br />SEEDED SILICA SANDD SAND <br />IS TO BE CASCADED OVER <br />JOINT, EXCESS TO BE <br />BRUSHED AWAYU COLOR TO <br />MATCH CONCRETE <br />© CLOSED CELL BACKER ROD <br />NOTESD <br />FOR ADDITIONAL INFORMATION 01 <br />REFER TO DETAIL <br />EXPANSION JOINT ENLARGEMENT <br />O M O a ° <br />w~ H W a a a a J 4° <br />of O a� <br />aUJZ <br />} °a <br />> W w a � <br />Y w <br />� 4 4 <br />02 <br />CONCRETE PAVINGD REFER TO <br />® MASONRY SAND SETTING BED <br />MATERIALS PLAN KEYNOTE LEGEND FOR <br />COMPACTED TO 95U RC <br />FINISH & COLOR. <br />5❑ <br />SUBGRADE COMPACTION AND OVER <br />0 4 HORIZONTAL BAR EACH WAY 18" OC. <br />EXCAVATION PER GEOTECHNICAL <br />TYP. <br />REPORT <br />�3 <br />PEDESTRIAN CONCRETE 4" MIN. PER <br />COSA STD., SEE CIVIL AND <br />GEOTECHNICAL FOR OTHER PCC PAVING <br />NOTESD D. <br />DO NOT ALLOW CONCRETE OVER -POUR <br />A. <br />SAWCUT & EXPANSION JOINTSU 03 <br />INTO ADJACENT PLANTING AREA. <br />REFER TO DETAIL. <br />E. <br />NATIVE OR FILL SOIL SUPPORTING <br />B. <br />PROVIDE DOWELS WHERE NEW <br />EXTERIOR NON-STRUCTURAL FLATWORK <br />CONCRETE TIES INTO EXISTING 03 <br />AND UNPAVED LANDSCAPING AREAS <br />PER DETAIL. <br />ARE EXEMPT FROM SPECIAL INSPECTION <br />AND TESTING. <br />C. <br />PROVIDE THICKENED EDGE AT <br />COLUMNS, SITE AND BLDG. 06 F. <br />CONCRETE BATCH PLANT INSPECTION IS <br />WALLS, AND WHERE PAVING IS <br />NOT REQUIRED. <br />ADJACENT TO PLANTING AREAS. <br />= '-0" <br />03 CONCRETE PAVING 3" 1 <br />01 <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 PROJECT ADDRESS s <br />ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST. <br />LANDSCAPE ARCHITECTURE PLANNING <br />PREPARED UNDER DATE <br />�NpSCAP THE SUPERVISION CONSTRUCTION DETAILS <br />�<D `NDS4 q, ,� OF: 05/2024 <br />CH01 <br />LANDSCAPE ARCHITECT <br />s A CORRIE LINDSAY DESIGNED: CL DRAWN: HY CHECKED: TT SEGERSTROM AVENUE AT ROSEWOOD AVENUE <br />J SIGNATURE— REVIEWED FOR <br />* 04-30-2024 * RENEWAL DATE CONSTRUCTABILITY: <br />10-13-2023 ��Q PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 <br />ATE <br />9TFOFDCAL�FO� RECOMMENDED FOR `�(�strv*,p�IG O, <br />CONSTRUCTION: <br />PRINCIPAL CIVIL ENGINEER RCE NO.: 66219 <br />100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE <br />PUBLIC WORKS AGENCY <br />CITY OF SANTA ANA SHEET 8 OF 13 <br />Q <br />U <br />LN <br />I <br />Q <br />z <br />Q <br />11, <br />