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ABBREVIATIONS <br />LAYOUT AND MATERIALS NOTES <br />& <br />AND <br />GA. <br />GAUGE <br />Z_ <br />ANGLE <br />GALV. <br />GALVANIZED <br />1. <br />THE CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF <br />AT <br />GND. <br />GROUND <br />CURBS, DRIVEWAY, PLANTERS, WALKS, SLOPES AND RELATED WORK PRIOR <br />CENTERLINE <br />GR. <br />GRADE <br />TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE <br />DIAMETER OR ROUND <br />ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. <br />POUND OR NUMBER <br />HDG <br />HOT DIP GALVANIZED <br />HDR <br />HEADER <br />2. <br />VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE <br />ADJ. <br />ADJACENT <br />HORZ. <br />HORIZONTAL <br />IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO <br />AGGR. <br />AGGREGATE <br />HT. <br />HEIGHT <br />SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION <br />AL. <br />ALUMINUM <br />PRIOR TO COMMENCING WORK. <br />APPROX. <br />APPROXIMATE <br />LT. <br />LIGHT <br />ARCH. <br />ARCHITECTURAL <br />3. <br />WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. <br />AC. <br />ASPHALT <br />MAX. <br />MAXIMUM <br />ACC. <br />ACCESSIBLE <br />MET. <br />METAL <br />4. <br />THIS DRAWING INCLUDES THE LOCATION OF AREA DRAINS FOR REFERENCE. <br />MFR. <br />MANUFACTURER <br />REFER TO RELATED CIVIL ENGINEER'S DRAWINGS FOR CONSTRUCTION <br />B.C.R. <br />BEGINNING OF CURVE <br />MIN. <br />MINIMUM <br />DETAILS AND UTILITY CONNECTIONS. <br />RADIUS <br />MTD. <br />MOUNTED <br />B.O.C. <br />BACK OF CURB <br />MTL. <br />MATERIAL <br />5. <br />REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURE <br />B.O.W. <br />BOTTOM OF WALL <br />SCHEDULE AND CIRCUITRY AS NECESSARY. <br />B.O.S. <br />BOTTOM OF SLOPE <br />N.I.C. <br />NOT IN CONTRACT <br />BLDG. <br />BUILDING <br />N.T.S. <br />NOT TO SCALE <br />6. <br />REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB -BASE <br />BLK. <br />BLOCK <br />MATERIALS AND COMPACTION. <br />O.C. <br />ON CENTER <br />C.E. <br />CIVIL ENGINEER <br />O.D. <br />OUTSIDE DIAMETER (DIM.) <br />7. <br />WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL REFERENCED ITEMS <br />C.I.P. <br />CAST IN PLACE <br />SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES. <br />CLKG. <br />CAULKING <br />PA <br />PLANTING AREA <br />CMU. <br />CONCRETE MASONRY <br />PRCST. <br />PRECAST <br />8. <br />ALL MEASUREMENTS ARE TO FACE OF WALL, CURB OR OTHER FIXED SITE <br />UNIT <br />P.I.P. <br />POURED IN PLACE <br />IMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES <br />CONC. <br />CONCRETE <br />P.O.T. <br />POINT OF TANGENCY <br />AS INDICATED. <br />CONSTR. <br />CONSTRUCTION <br />P.T.S. <br />POST TENSION SLAB <br />CONT. <br />CONTINUOUS <br />9. <br />INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHER <br />CTR. <br />CENTER <br />QTY <br />QUANTITY <br />UNLESS OTHERWISE NOTED. <br />D.A. <br />DISABLED ACCESS <br />R. <br />RISER <br />10. <br />ALL PROPOSED GRATES AND EXISTING GRADES AT PROPERTY LINES AND <br />DET. <br />DETAIL <br />RAID. <br />RADIUS <br />LIMITS OF WORK SHALL CONFORM. CONTRACTOR IS RESPONSIBLE FOR <br />DIA. <br />DIAMETER <br />REINF. <br />REINFORCED <br />ENSURING POSITIVE DRAINAGE ONSITE. <br />DIM. <br />DIMENSION <br />REQ. <br />REQUIRED <br />DN. <br />DOWN <br />DWGS. <br />DRAWINGS <br />SCHED. <br />SCHEDULE <br />SHT. <br />SHEET <br />E.J. <br />EXPANSION JOINT <br />SPEC. <br />SPECIFICATION <br />LANDSCAPE GRADING AND DRAINAGE <br />EL. <br />ELEVATION <br />S.S. <br />STAINLESS STEEL <br />ELEC. <br />ELECTRICAL <br />STD. <br />STANDARD <br />EQ. <br />EQUAL <br />STRL. <br />STRUCTURAL <br />1. <br />REFER TO CIVIL ENGINEER'S GRADING PLANS FOR SITE GRADING, DRAINAGE, <br />EXP. <br />EXPANSION <br />AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS <br />EXT. <br />EXTERIOR <br />T. <br />TREAD <br />SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR <br />T.C. <br />TOP OF CURB <br />SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND <br />F.G. <br />FINISH GRADE <br />T.O.B. <br />TOP OF BASE <br />LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. <br />F.S. <br />FINISH SURFACE <br />T.O.S. <br />TOP OF SLOPE <br />F.O.B. <br />FACE OF BUILDING <br />T.O.W. <br />TOP OF WALL <br />2. <br />CONTRACTOR SHALL SCHEDULE THE GRADING AND DRAINAGE <br />F.O.C. <br />FACE OF CURB <br />TYP. <br />TYPICAL <br />PRE -CONSTRUCTION MEETING AND ISSUE MEETING MINUTES PRIOR TO <br />F.O.W. <br />FACE OF WALL <br />TBD. <br />TO BE DETERMINED <br />PERFORMING WORK. <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />3. <br />REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF <br />CONNECTION TO STORM DRAIN. <br />VERT. <br />VERTICAL <br />4. <br />THE CONTRACTOR SHALL REQUEST OBSERVATION AS REQUIRED 48 HOURS <br />W/ <br />WITH <br />ADVANCE OF PERFORMING WORK. <br />W/0 <br />WITHOUT <br />5. <br />THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA <br />800/227-2600) 48 HOURS PRIOR TO ANY EXCAVATION. <br />6. <br />ALL GRADING OPERATIONS SHALL CONFORM TO APPENDIX J OF THE <br />CALIFORNIA BUILDING CODE. <br />7. FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL <br />BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN <br />THE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL <br />PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY <br />DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. <br />8. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED <br />DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS <br />AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO <br />THE SITE. <br />9. ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING <br />GRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PRECISE ELEVATIONS <br />INDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS -BUILT CONDITION. <br />10. THE DEBRIS CREATED BY LANDSCAPE GRADING OPERATIONS SHALL BECOME <br />THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF <br />OFF -SITE TO AN APPROPRIATE FACILITY BASED ON TESTING INFORMATION <br />PAID FOR AND ACQUIRED BY THE CONTRACTOR. SPOILS SHALL BE NO <br />EXPENSE TO THE OWNER. <br />11. FINAL LANDSCAPE GRADING SHALL BE REVIEWED BY THE LANDSCAPE <br />ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANTING. <br />GENERAL NOTES <br />1. BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, <br />EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THE <br />CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEER'S DRAWINGS FOR <br />ADDITIONAL INFORMATION. <br />2. REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR PROPOSED UTILITY <br />INFORMATION INCLUDING STORM DRAIN, WATER, AND ELECTRICAL. <br />3. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS <br />WHERE APPLICABLE. <br />4. VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EXISTING ABOVE <br />GROUND AND BELOW GROUND UTILITIES AND STRUCTURES, AND OTHER <br />INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE <br />DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON <br />THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR SHALL <br />CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE <br />LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. <br />5. EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL <br />BE UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULL <br />RESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, <br />VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE <br />CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE <br />OWNER. <br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIRED <br />TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, <br />SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF <br />CONSTRUCTION ITEMS. <br />7. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE <br />SUPERINTENDENT, APPROPRIATE AGENCIES AND PLANS, FOR THE <br />LOCATIONS OF ALL UNDER -GROUND UTILITIES, PIPES AND STRUCTURES. <br />CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED <br />DUE TO DAMAGE OF SAID UTILITIES. <br />8. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS <br />DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA <br />DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE <br />BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY <br />BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED <br />REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY <br />FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH <br />NOTIFICATIONS. <br />9. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING <br />MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. <br />10. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN <br />PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND <br />REVIEWED BY THE LANDSCAPE ARCHITECT. <br />11. ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES AS <br />INDICATED ON PLANS. <br />12. ALL PROPERTY LINES, LOT LINES, AND TOP OF SLOPE LINES SHALL BE <br />VERIFIED PRIOR TO COMMENCING WORK. <br />13. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS <br />AND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATION <br />PRIOR TO INSTALLATION. <br />14. SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING. <br />15. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ELEVATIONS AND LOCATION OF <br />DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS AND <br />OTHER STRUCTURES. <br />16. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IF NOTES <br />ON THE PLANS DIFFER FROM THE GEOTECHNICAL REPORT, PROVIDE THE <br />MOST STRINGENT REQUIREMENT. <br />17. RAISE ALL VAULTS/UTILITIES BOXES TO GRADE WITHIN LIMITS OF WORK. <br />FIELD VERIFY PRIOR TO BID. <br />mmUnderground Service Alert <br />of Southern California <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. CALL EOUE nW 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 />REVISIONS REFERENCES <br />O^ Q, NUMBER DATE INITIALS DESCRIPTION APPROVEDINSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 <br />V� v BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83). ZON <br />O 6. NAD83. OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL <br />POSITIONING STATIONS (CGPS) "SACY' AND "OEOC" BEING N80043'39"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 />SHEET INDEX <br />L0.01 NOTES & SCHEDULES <br />L1.01 <br />MATERIALS PLAN <br />L2.01 <br />LAYOUT PLAN <br />L4.01 <br />ELEVATIONS & SECTIONS <br />L5.01 <br />CONSTRUCTION DETAILS <br />L5.02 <br />CONSTRUCTION DETAILS <br />KEYNOTES <br />KEY DET/ <br />NOTE DESCRIPTION SHT COLOR / FINISH <br />01 CONCRETE PAVING - PEDESTRIAN g1/ <br />02 CONCRETE PAVING - INTEGRAL COLOR $1/ <br />03 NOT USED <br />04 <br />TRUNCATED DOMES <br />01/ <br />05 <br />CONCRETE FLUSH CURB <br />04/ <br />06 <br />CONCRETE FLUSH CURB W/ GUTTER <br />96/ <br />07 <br />CONCRETE RETAINING CURB <br />02/ <br />9 <br />08 <br />CONCRETE RETAINING DOUBLE CURB <br />05/ <br />9 <br />NATURAL GRAY/ <br />MEDIUM BROOM <br />L.M. SCOFIELD COLORC A-26/ <br />BRICK RED STAMPED BRICK PATTERN <br />PER CITY STD. PLAN 1118A <br />WAUSAU TILE ADA2 PAVER <br />COLORD FEDERAL YELLOW <br />NATURAL GRAY/ <br />MEDIUM BROOM <br />NATURAL GRAY/ <br />MEDIUM BROOM <br />NATURAL GRAY/ FORM FINISH <br />SIDES, SMOOTH TOP <br />NATURAL GRAY/ FORM FINISH <br />SIDES, SMOOTH TOP <br />REFERENCE KEYNOTES <br />KEY DET <br />NOTE DESCRIPTION REF COMMENTS <br />�A (E) AC PAVING <br />❑B (E) CONCRETE PAVING <br />© (E) EXISTING CURB AND GUTTER <br />❑p (E) MANHOLE <br />�E (E) CURB RAMP <br />�F ASPHALT PAVING <br />© PAVEMENT STRIPING <br />�H CURB <br />J❑ CURB AND GUTTER <br />�K TRAFFIC SIGNAL LIGHT <br />�L PULL BOX <br />�M 4'X4'X18" SPREAD FOOTING <br />�N 6'X6'X18" SPREAD FOOTING <br />PROTECT IN PLACE <br />PROTECT IN PLACE <br />PROTECT IN PLACE <br />PROTECT IN PLACE <br />PROTECT IN PLACE <br />PER CIVIL <br />PER CIVIL <br />REFER TO CITY STD. PLAN 1101 <br />REFER TO CITY STD. PLAN 1101 <br />PER FEHR PEERS <br />PER FEHR PEERS <br />PER STRUCTURAL <br />PER STRUCTURAL <br />SITE SYMBOLS LEGEND <br />SYM. <br />DESC. <br />SYM. <br />DESC. <br />DET. <br />02/ <br />PROPOSED FIRE HYDRANT <br />SAWCUT JOINT <br />9 <br />+ <br />EXISTING TREE <br />------- <br />EXPANSION JOINT <br />02/ <br />PROTECT IN PLACE <br />9 <br />O <br />EXISTING MANHOLE <br />- - - - <br />LIMIT OF WORK <br />EXISTING ELECTRICAL <br />O <br />UTILITY <br />EPA <br />( ) <br />EXISTING PLANTING AREA <br />T <br />EXISTING SIGN <br />--W-- <br />WATER UTILITY <br />EXISTING PALM TREE <br />PROTECT IN PLACE <br />-- G-- <br />GAS UTILITY <br />EXISTING WATER <br />__S__ <br />-S__ <br />kwo-) <br />UTILITY <br />SEWER UTILITY <br />EXISTING STREET <br />LIGHT <br />--E-- <br />ELECTRICAL UTILITY <br />EXISTING STORM <br />O <br />DRAIN UTILITY <br />NOTED UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS. FOR DETAILS AND EXACT <br />LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. <br />VICINITY MAP <br />PROJECT SITE <br />2802 S. FLOWER ST. <br />SANTA ANA, CA 92707 <br />E. WARNER AVE. <br />P <br />gEG��S�ROM <br />�N <br />Of <br />C/) <br />E. DYER RD. <br />J <br />W <br />o <br />z <br />Q <br />N <br />�P <br />C/i <br />C <br />E. MACARTHUR BLVD <br />SUNFLOWER AVE. <br />SCALED NTS <br />949-261-1001 Office <br />949-260-1190 Fax <br />LPADesignStudios.com <br />5301 California Avenue <br />Suite 100 <br />Irvine, California 92617 PROJECT ADDRESS <br />ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST. <br />-ANDSCAPE ARCHITECTURE PLANNING <br />PREPARED UNDER DATE NOTES AND SCHEDULES cH01 <br />NpscgPF THE SUPERVISION <br />O P �iNDSyy q�, OF: 05/2024 <br />ts LANDSCAPE ARCHITECT SEGERSTROM AVENUE AT ROSEWOOD AVENUE <br />CORRIE LINDSAY DESIGNED: CL DRAWN: HY CHECKED: TT <br />SIGNATURE- REVIEWED FOR <br />* 04-30-2024 *- > <br />RENEWAL DATE CONSTRUCTABILITY: �- <br />(P 10-13-2023 PRINCIPAL CIVIL ENGINEER RICE NO.: 80470 <br />�TF OFDATE <br />CAL\F RECOMMENDED FOR <br />CONSTRUCTION: - <br />PRINCIPAL CIVIL ENGINEER RICE NO.: 66219 <br />100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE <br />PUBLIC WORKS AGENCY <br />CITY OF SANTA ANA SHEET 4 OF 13 <br />Q <br />U <br />Q <br />z <br />Q <br />0 <br />W <br />O <br />LL <br />O <br />0 <br />m <br />m <br />I- <br />U <br />D <br />O <br />