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terra n <br />I N T E G R A T I O N <br />Landscape Architecture CA#5231 <br />Planning + Design + Sustainability <br />143 S. Olive St. <br />Orange I CA I 92866 <br />714-724-9814 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />22575-01 <br />REV #DESCRIPTION DATE <br />#9 RFI 10.23.2024 <br />BID SET 04/30/2024 <br />FINAL PERMIT/ CONFORM SET 08/02/2024 <br />#19 RFI 3.28.2025 <br />#20 RFI 3.28.2025 <br />#57.1 RFI 6.18.2025 <br />CONSTRUCTION <br />DETAILS <br />LA-2.1 <br />LEGEND <br />1.8 1/4"X7/8"X8' DECKING BOARD.3/16" <br />EXPANSION SPACE BETWEEN BOARDS <br />AND 1/4" EXPANSION SPACE ON ALL <br />BUTT ENDS. <br />2.4x4 PRESSURE-TREATED JOIST. <br />3.8X8 CONCRETE FOOTING WITH Z-MAX <br />STRAP <br />4.JOIST HANGER. BOLT TO CONCRETE <br />CURB <br />5.CONCRETE CURB WITH #4 REBAR <br />6.ADJACENT CONCRETE SEAT WALL - <br />PER STRUCTURAL ENGINEER <br />7.95% COMPACT SUB-GRADE PER CITY <br />REQUEST <br />8.LANDSCAPE FABRIC UNDER DECK <br />STAKED FOR WEED ABATEMENT <br />9.1"X4" PRESSURE-TREATED SLEEPER <br />BOARD. MOUNT TO CONCRETE SLAB <br />10.CONCRETE SLAB <br />11.EXPANSION JOINT. SEE SEPARATE <br />DETAIL <br />NOTES <br />A.CONTRACTOR SHALL FIELD VERIFY <br />ALL EXISTING SITE CONDITIONS AND <br />GRADES PRIOR TO FABRICATION. <br />B.INSTALL PER MANUFACTURER <br />RECOMMENDATIONS <br />C.ALL WOOD IN CONTACT WITH <br />CONCRETE AND/ OR EARTH SHALL BE <br />TREATED WOOD. <br />D.ALL INDENTATIONS ON ACCESSIBLE <br />PATH OF TRAVEL SHALL NOT EXCEED <br />1/2" AND SHALL BE BEVELED IN 1/4" <br />INCREMENTS. <br />E.CONTRACTOR TO SUBMIT SHOP <br />DRAWINGS FOR LANDSCAPE <br />ARCHITECT APPROVAL PRIOR TO <br />CONSTRUCTION. <br />F.ALL GRADES TO BE COORDINATED <br />WITH CIVIL ENGINEER'S DRAWINGS <br />4'-0" O.C. <br />CL CL <br />123 42 5 <br />6 <br />8 <br />7 <br />SECTION AT ROUND DECK <br />PLAN VIEW N.T.S. <br />FO <br />O <br />T <br />I <br />N <br />G <br />S <br />: <br /> <br />4 <br />' <br /> <br />O <br />. <br />C <br />. <br />35' <br />4' <br />PA <br />PA <br />PA <br />PA PA <br />JO <br />I <br />S <br />T <br />S <br />: <br /> <br />4 <br />' <br /> <br />O <br />. <br />C <br />. <br />HARDSCAPE <br />HARDSCAPE <br />PA <br />4'-0" O.C. <br />CL CL <br />19 <br />7 <br />SECTION - DECKING ON CONCRETE SLAB (LINEAR) <br />10 <br />ADJACENT CONCRETE <br />CURB AT ROUND DECK <br />11 <br />6" <br /> <br />M <br />I <br />N <br />. <br />DECKING ON <br />CONCRETE SLAB <br />ROUND DECK <br />LEGEND <br />1.CONCRETE BAND SEEDED 10MM <br />DARK-COLORED COARSE <br />AGGREGATE. <br />2.1/2" RADIUS <br />3.#4 REBAR <br />4.FINISHED SURFACE OF ADJACENT <br />PAVING WHERE OCCURS <br />5.FINISHED GRADE OF ADJACENT <br />LANDSCAPE WHERE OCCURS <br />6.95% COMPACT SUBGRADE PER CITY <br />REQUEST <br />7.STAINLESS STEEL METAL DIVIDER <br />STRIP (1 4" X 1") OR APPROVED EQUAL <br />NOTES <br />A.CONSTRUCT A HAND TOOLED JOINT <br />EVERY 8' O.C. AND EXPANSION JOINT <br />EVERY 24' O.C. <br />B.ALL VEHICULAR BANDS SHALL BE <br />COORDINATED AND VERIFIED WITH <br />CIVIL ENGINEER <br />SECTION <br />6" <br />12" OR 18" <br />2 1 45 <br />6 <br />2" <br /> <br />F <br />O <br />R <br /> <br />S <br />H <br />R <br />U <br />B <br />S <br />1" <br /> <br />F <br />O <br />R <br /> <br />T <br />U <br />R <br />F <br />3"CLR. <br />3 <br />LEGEND <br />1.6" CONCRETE HEADER <br />2.1/4" RADIUS <br />3.FINISHED GRADE OF ADJACENT <br />DECOMPOSED GRANITE WHERE <br />OCCURS <br />4.FINISHED GRADE OF ADJACENT <br />LANDSCAPE WHERE OCCURS <br />5.95% COMPACT SUB-GRADE PER <br />CITY REQUEST <br />6.4" MIN. OF DECORATIVE <br />COBBLE. <br />7.PATCHED SHAFT (WHERE <br />OCCURS), PER STRUCTURAL <br />ENGINEER <br />8.LANDSCAPE FILTER FABRIC <br />9.ADJACENT EXISTING <br />ARCHITECTURE WALL <br />NOTES <br />A.CONSTRUCT A HAND TOOLED <br />JOINT EVERY 6' O.C. AND <br />EXPANSION JOINT EVERY 24' <br />O.C. <br />SECTION AT PLANTERS <br />6" <br />6" <br />2 1 3 <br />5 <br />2" <br /> <br />A <br />T <br /> <br />S <br />H <br />R <br />U <br />B <br />S <br />1" <br /> <br />A <br />T <br /> <br />T <br />U <br />R <br />F <br />SECTION AT COBBLE <br />6 1 <br />7 <br />8 <br />9 <br />4" <br />- <br /> <br />6 <br />" <br />4 <br />2" <br /> <br />A <br />T <br /> <br />S <br />H <br />R <br />U <br />B <br />S <br />1" <br /> <br />A <br />T <br /> <br />T <br />U <br />R <br />F <br />4 <br />A <br />B <br />I F <br />D <br />E <br />G <br />H CONCRETE BAND - 12" OR 18" WIDE <br />CONCRETE HEADER - 6" WIDE <br />COMPOSITE WOOD DECKING <br />SCALE: 1" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 1" = 1'-0" <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1" = 1'-0"SCALE: NTS <br />C SCALE: N.T.S. <br />LEGEND <br />1.ADJACENT HARDSCAPE/ <br />FINISH SURFACE - SEE <br />CONSTRUCTION PLAN <br />2.CONCRETE STEPS <br />3.SAFETY GROOVES TO BE <br />TROWELED WITHIN 1" OF <br />STAIR TREAD EDGE <br />4.1/2" RADIUS, ALL STEPS <br />5.EXPANSION JOINT, SEE <br />SEPARATE DETAIL <br />NOTES <br />A.REINFORCEMENT PER <br />STRUCTURAL ENGINEER <br />1'-0" <br />1-1/2" <br />6" <br />1 2 <br />3 <br />4 <br />5 <br />CONCRETE STEPS <br />LEGEND <br />1.CONCRETE FLATWORK - SEE SEPARATE DETAIL <br />ON CIVIL ENGINEER'S PLANS <br />2.1/2" POLYETHLENE FOAM W/ 1/2" TEAR-AWAY <br />STRIP. CAP WITH SELF-LEVELING JOINT <br />SEALER. HAND SEED JOINTS WITH SAND <br />3.95% COMPACT SUB-GRADE PER CITY REQUEST <br />1 2 3 <br />SECTION <br />NOTES <br />A.EXPANSION JOINTS ARE REQUIRED WHERE <br />TWO OR MORE BUILDING OR STRUCTURAL <br />ELEMENTS JOIN (I.E. WALL, COLUMN, <br />THRESHOLD, STEPS, CURB, OR FENCE SLAT), <br />OR TO SEPARATE LARGE SLABS OR DIFFERENT <br />POURS. <br />EXPANSION JOINTSEAT WALL AND DECKING SECTION <br />1'-6" <br />22'-0" +/-4'-0"6'-0" +/- <br />1' <br />- <br />6 <br />" <br />LEGEND <br />SECTION <br />221 <br />3 <br />1.8 1/4"X7/8"X8' COMPOSITE WOOD <br />DECKING <br />2.4X4 PRESSURE TREATED JOIST <br />3.JOIST HANGER. BOLT INTO <br />ADJACENT CONCRETE <br />4.#4 REBAR <br />5.8X8 FOOTING <br />6.CONCRETE CURB. INSTALL <br />BELOW DECKING <br />7.PLANTER AREA DRAIN PER CIVIL <br />ENGINEER <br />8.POURED IN PLACE SEAT WALL <br />AND FOOTING. SEE STRUCTURAL <br />ENGINEERING PLANS FOR <br />FOOTING AND REINFORCEMENT <br />9.1" CHAMFER <br />10.TREE AND ROOTBALL PER <br />PLANTING PLAN <br />11.FINISH GRADE <br />12.ELL BRACKET <br />13.95% COMPACT SUB-GRADE PER <br />CITY REQUEST <br />14.LANDSCAPE FABRIC UNDER DECK <br />STAKED IN PLACE FOR WEED <br />ABATEMENT <br />6 <br />2" MIN. <br />NOTES <br />A.INSTALL TREES PRIOR TO DECK <br />JOISTS <br />B.ALL GRADES TO BE <br />COORDINATED WITH CIVIL <br />ENGINEER'S DRAWINGS <br />5 <br />7 <br />8 <br />11 <br />9 <br />3" MAX. <br />10 <br />1" <br />4" <br />1' <br />- <br />2 <br />" <br />1/2"8" <br />2" <br />2" <br />4" <br />1' <br />- <br />2 <br />" <br />F.G. <br />8" <br />1 <br />1 2 <br />2 <br />3 <br />6 <br />6 <br />8 <br />6 <br />3 <br />F.G. <br />12 <br />12 <br />MOUNTING DETAILS N.T.S. <br />3 <br />1313 <br />4 <br />4 <br />4 <br />14 <br />LEGEND <br />1.ADJACENT PAVING <br />2.PRECAST CONCRETE CAP PER <br />CONSTRUCTION LEGEND <br />3.RAISED PLANTER WALL AND <br />FOOTING. REFER TO <br />STRUCTURAL PLANS FOR <br />FOOTING AND REINFORCEMENT <br />4.PLANTING BACKFILL MIX. REFER <br />TO PLANTING SPECIFICATIONS <br />5.95% COMPACT SUBGRADE PER <br />CITY REQUEST <br />6.COMPOSITE WOOD DECKING <br />7.4X4 SUPPORT FRAME JOIST - SEE <br />SEPARATE DETAIL <br />8.8X8 FOOTING <br />9.FINISH GRADE <br />10.POURED IN PLACE SEATWALL <br />AND FOOTING. SEE STRUCTURAL <br />ENGINEERING PLANS FOR <br />FOOTING AND REINFORCEMENT <br />11.CONCRETE CURB WITH #4 REBAR <br />12.LANDSCAPE FABRIC UNDER DECK <br />STAKED IN PLACE FOR WEED <br />ABATEMENT <br />SECTION <br />2" <br />2" <br />1' <br />- <br />4 <br />" <br />2' <br />- <br />0 <br />" <br />876 <br />1'-6"2"2" <br />1'-0" <br />2"2" <br />1'-0" <br />2"2" <br />1'-0" <br />2 <br />1 <br />3 <br />45 <br />7 <br />10 <br />91' <br />- <br />6 <br />" <br />PER PLAN <br />PER PLANPER PLAN <br />11 <br />2' <br />- <br />0 <br />" <br />1' <br />- <br />6 <br />" <br />2 <br />NOTES <br />A.ALL GRADES TO BE <br />COORDINATED WITH CIVIL <br />ENGINEER'S DRAWINGS5 <br />12 <br />RAISED PLANTER AND DECKING SECTION SCALE: 1/2" = 1'-0" <br />LEGEND <br />1.OUTDOOR DEPOSITORY. SEE <br />CONSTRUCTION LEGEND FOR <br />MANUFACTURER AND COLOR. <br />INSTALL PER MANUFACTURER'S <br />RECOMMENDATION <br />2.FINISH GRADE <br />3.VEHICULAR CONCRETE DRIVEWAY <br />AND CURB (6"). REFER TO <br />SEPARATE CIVIL ENGINEER'S <br />PLANS FOR DETAIL <br />4.EXPANSION JOINT BETWEEN <br />POURS. SEE SEPARATE DETAIL AND <br />CONSTRUCTION PLAN <br />5.CERAMIC PAVEMENT MARKERS PER <br />CIVIL ENGINEER. COLOR TO BE <br />WHITE <br />6.FINISH SURFACE1 <br />2 <br />NOTES <br />A.DEPOSITORY DOOR TO BE STREET <br />FACING FOR EASY BOOK CART <br />REMOVAL <br />ST <br />R <br />E <br />E <br />T <br /> <br />S <br />I <br />D <br />E <br />3 <br />6" <br />MIN. <br />45 <br />6 <br />BOOK DROP <br />PARKING METER - CITY OF SANTA ANA STANDARD DETAIL <br />SCALE: 1/2" = 1'-0" <br />RFI <br />57.1