Laserfiche WebLink
SEE PAVING LEGEND FOR <br />LOCATION AND FINISH OF <br />CONCRETE STEP PAVERS. <br />2" TYP. <br />1 <br />3 <br />2 <br />SECTION <br />SCALE: 1"=1'-0" <br />LEGEND <br />FINISH GRADE 3" AT PLANTING AREAS. <br /> 4" THICK CONCRETE FLATWORK 2500 P.S.I AT 28 <br />DAYS. COLOR & FINISH PER CONST. MATERIALS <br />LEGEND. <br />#4 BAR AT 16" O.C. EACH WAY AT CENTER OF POUR <br />TYP. SCARIFY AND RECOMPACT TOP 12" OF <br />SUBGRADE TO 90% RELATIVE COMPACTION. HOLD <br />2" CLEAR ALL EDGES TYP. <br />APPLY 1 <br />4" RADIUS NOSE ON ALL EXPOSED EDGES <br />CONTINUOUS TYP. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />NOTES: <br />1.POUR CONC. AGAINST FIRM UNDISTURBED SOIL OR <br />PROPERLY COMPACTED FILL. <br />2.INSTALL MIN. 3'X3' AREA FOR APPROVAL OF OWNER <br />AND LAND. ARCH. PRIOR TO THE BALANCE OF THE <br />INSTALL. COORDINATE REVIEW IN ADVANCE TO <br />PRECLUDE DELAY <br />3.REFER TO THE CONSTRUCTION MATERIAL SCHEDULE <br />FOR COLOR AND FINISH INFO. <br />5 <br />6 <br />2%2% <br />PER PLAN <br />4 <br />PER PLAN <br />NOTES: <br />1. INSTALL ARTIFICIAL PLAYTURF PER <br />MANUFACTURER'S RECOMMENDATIONS. <br />2. REFER TO CONSTRUCTION SCHEDULE FOR <br />MATERIALS AND SPECIFICATIONS. <br />PLAY TURF AT DEEPENED CURB <br />SCALE: 1-1/2"=1'-0" <br />PLAY TURF AT PAVING <br />SCALE: 1-1/2"=1'-0" <br />1236 <br />8 <br />5236 LEGEND <br />ADJACENT PAVING WITH DEEPENED EDGE PER <br />SEPARATE DETAIL. <br />SPECTRATURF - PLAYGRASS <br />1 <br />2" SYNTHETIC INFILL <br />3" SHREDDED BARK MULCH <br />SBR CUSHION LAYER - THICKNESS VARIES PER <br />FALL HEIGHT <br />COMPACTED CLASS II AGGREGATE SUB-BASE 4" <br />MIN. THICKNESS <br />SUBGRADE COMPACTED 95% TO MIN. 12" DEPTH. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />7 <br />7 <br />8 <br />4 <br />FRONT VIEW <br />4' MIN. <br />AND EQUAL SPACING <br />4' MIN. <br />AND EQUAL SPACING <br />1 <br />SECTION <br />SCALE: 3/4"=1'-0" <br />NOTES: <br />1.CONCRETE THICKNESS, STRENGTH, COLOR, FIN. AND <br />REINFORCEMENT PER CONST. PLAN, NOTES AND DETAILS. <br />2.JOINT LOC. PER CONST. PLAN AND DETAIL. <br />1'-3" <br />8" <br /> <br />M <br />I <br />N <br />10 <br />" <br /> <br />M <br />A <br />X <br />12 <br />" <br />#5 @18" O.C. <br />STANDARD HOOK TYP. <br />(4) CONT. #4 <br />#5 @12" O.C. <br />(EACH FACE) <br />2'-10" <br />35 <br />4 <br />SECTION <br />SCALE: 3/4"=1'-0" <br />2 <br />DET. B <br />20" MIN. <br />21" MAX.' <br />1" <br />3 <br />1 <br />DETAIL A (N.T.S.) <br />RADIUS CORNER <br />DETAIL B (N.T.S.) <br />BASE OF WALL RECESS <br />6 <br />LEGEND <br />POURED-IN PLACE CONCRETE SEAT WALL. SEE <br />FINISH SCHEDULE FOR COLOR AND TEXTURE. <br />3" SHREDDED BARK MULCH. <br />ADJACENT PAVING. FELT EXPANSION JOINTS AT <br />BASE OF WALL. <br />WATERPROOF MEMBRANE <br />FINISH GRADE. <br />SAW CUT JOINTS PER PLAN. <br />FELT EXPANSION JOINT <br />SKATE DETERRENT BRACKET TO BE STAINLESS <br />STEEL, INSTALLATION PER MANUFACTURER <br />SEAT WALL LIGHTING. REFER TO DETAIL P, SHEET <br />L7.401. <br />METAL ARM REST PER SHOP DRAWINGS. <br />STAINLESS STEEL WITH 1 <br />4" CONCRETE ANCHORS AS <br />REQUIRED. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />3 <br />4" <br />9 <br />1 <br />6 <br />8" <br />3" <br />10 <br />8" <br />R1" <br />10 <br />1 <br />SECTION <br />SCALE: 3/4"=1'-0" <br />3 <br />2 <br />1 <br />SEE LEGEND <br /> VARIES <br />4 <br />2 <br />NOTES: <br />1. ALL BOULDER INSTALLATION SHALL BE DONE UNDER THE <br />DIRECTION OF OWNER AND LANDSCAPE ARCHITECT. <br />2. DESIGN BUILDER SHALL REVIEW ALL EXISTING SITE CONDITIONS <br />AND BOULDERS TO BE PLACED AND BE RESPONSIBLE FOR ALL <br />EQUIPMENT AND LABOR REQUIRED TO PERFORM THE COMPLETE <br />INSTALLATION WORK, AS SHOWN. DESIGN BUILDER SHALL TAKE <br />SPECIAL PRECAUTION TO PROTECT ALL ADJOINING EXISTING <br />STRUCTURES AND IMPROVEMENTS. ANY DAMAGE, REPAIR OR <br />REPLACEMENT COSTS REQUIRED RESULTING FROM THIS SCOPE <br />OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. <br />3. PLAN VIEW BOULDER GROUPINGS ARE SHOWN <br />DIAGRAMMATICALLY. FINAL PLACEMENT SHALL BE DIRECTED BY <br />THE LANDSCAPE ARCHITECT ON-SITE. SOME AREAS MAY <br />CONTAIN MORE THAN (1) TYPICAL BOULDER GROUPINGS. <br />+ <br />2 <br />/ <br />3 <br />+ <br />1 <br />/ <br />3 <br />LEGEND <br />BOULDER, SEE CONSTRUCTION PLAN FOR <br />LOCATIONS. <br />FINISH GRADE/SLOPE <br />COMPACTED SUBGRADE <br />3" ADJACENT SLOPE GRADING PER CIVIL <br />ENGINEER PLAN <br />1 <br />2 <br />3 <br />4 <br />NOTES: <br />1.INSTALLATION TO BE COMPLETED IN ACCORDANCE TO MANUFACTURER'S <br />SPECIFICATIONS <br />ISOMETRIC VIEW - STEEL EDGE <br />SECTION <br />SCALE: 3/4"=1'-0" <br />LEGEND <br />STEEL LANDSCAPE EDGING 3 <br />16"X4"1 <br />2 <br />3 <br />4 <br />21 <br />3 <br />4 <br />FLUSH <br />NOTES: <br />1.INSTALL WITH MIN. 1% to MAX. <br />2% CROSS SLOPE (1.9% CROSS <br />SLOPE AT ACCESSIBLE PATH OF <br />TRAVEL. <br />2.STABILIZER INSTALLATION TO BE <br />COMPLETED IN ACCORDANCE <br />WITH MANUFACTURER'S <br />SPECIFICATIONS. <br />3.TOP OF DG IS TO BE LEVEL WITH <br />PAVEMENT F.S. <br />GEOTEXTILE FABRIC (TURN UP 2" AT <br />EDGES) <br />STABILIZED DECOMPOSED GRANITE. <br />INSTALL IN 2" LIFTS PER <br />MNUFACTURERS RECOMMENDATIONS. <br />COLOR AND FINISH PER <br />CONSTRUCTION SCHEDULE <br />1 <br />FINISH GRADE - 2" BELOW TOP OF D.G. <br />PATH, SLOPE AWAY TO 3" AT 1'-0" PAST <br />EDGE TO ALLOW FOR 3" MULCH OVER <br />FINISH GRADE <br />2 <br />COMPACTED SUBGRADE <br />3 <br />4 <br />6 ADJACENT PAVING WHERE IT OCCURS ON <br />PLAN. TO BE DEEPENED EDGE ADJACENT <br />TO DG. <br />7 <br />6 <br />DECOMPOSED GRANITE WALKWAY <br />4" <br />1 <br />7 <br />2 <br />3 <br />4 <br />SECTION - STABILIZED D.G. <br />SCALE: 3/4"=1'-0" <br />METAL EDGING WHERE IT OCCURS ON <br />PLAN. <br />6" OF CALIFORNIA APPROVED BASE <br />COURSE <br />5 <br />5 <br />(S.J.) <br />8 <br />11 <br />10 <br />4 <br />9FELT EXPANSION JOINT <br />CONTROL/SCORE JOINT <br />FEJ <br />2 <br />4 <br />9 <br />1" <br />6" <br />COLD JOINT <br />(C.J.) <br />2" TYP <br />1 <br />4 <br />5 <br />6 <br />9 <br />EXPANSION JOINT <br />(E.J.) <br />2" TYP <br />1" <br />6" <br />1 <br />3 <br />4 <br />7 <br />8 <br />9 <br />NOTES: <br />1.CONCRETE THICKNESS, STRENGTH, COLOR, FIN. AND REINFORCEMENT <br />PER CONST. PLAN, NOTES AND DETAILS. <br />2.JOINT LOC. PER CONST. PLAN AND DETAIL. <br />SECTION <br />SCALE: 3/4"=1'-0" <br />LEGEND <br />JOINT SEALANT COLOR TO MATCH ADJACENT <br />CONCRETE SAND JOINT. <br />1 <br />16" SAW-CUT <br />1 <br />8" ROLLED RADIUS, TYP. CHASE WITH 3 <br />16" SAW-CUT <br />REINFORCING AT CENTER PER DETAIL <br />#4 BAR X 2'-0" LONG AT 16" O.C. <br />BURKE 'KEY-KOLD' OR EQ. <br />#4 BAR X 2'-0" @ 16" O.C. GREASE AND WRAP ONE <br />END IN EXPANSION JOINT (E.J.) <br />1/4" THICK POLY FOAM <br />COMPACTED SUBGRADE <br />TRELLIS COLUMN/WALL OR OTHER HARDSCAPE <br />FEATURE <br />SANDED CAULK JOINT <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />4" MIN. THICKNESS. SEE <br />LEGEND FOR LOCATION <br />AND FINISH OF PEDESTRIAN <br />PAVING. <br />2" TYP. <br />1 6 <br />5 <br />4 <br />2 <br />SECTION - PLAY SURFACING ADJACENT <br />SCALE: 1"=1'-0" <br />LEGEND <br />FINISH GRADE 2" AT G.C. AND 1" AT TURF AREAS, <br />TYP, AND FLUSH AT HARDSCAPE <br /> 4" THICK CONCRETE . FOR CONCRETE STRENGTH, <br />REFERENCE GEOTECH REPORT. FOR COLOR AND <br />FINISH REFERENCE LANDSCAPE CONSTRUCTION <br />LEGEND. <br />REBAR AND REINFORCEMENT SIZE, STRENGTH, <br />AND SPACING PER CIVIL ENGINEER. <br />JOINTS PER CONST. PLAN AND PER TYP. JOINTS <br />DETAIL. <br />COMPACTED SUBGRADE PER CIVIL ENGINEER. <br />APPLY 1 <br />4" RADIUS NOSE ON ALL EXPOSED EDGES <br />CONTINUOUS TYP. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />NOTES: <br />1.PROVIDE EXPANSION JOINTS AS FOLLOWS: <br />a.4'-0" WIDE WALK @ 20'-0" MAX <br />b.6'-0" WIDE WALK @ 18'-0" MAX <br />c.8'-0" WIDE WALK @ 16'-0" MAX <br />ALL OTHER JOINT LOCATIONS SEE CONST. PLAN AND <br />REFER TO CIVIL ENGINNER. <br />1.SCORE JOINTS SHALL BE WALK WIDTH AS SHOWN ON <br />CONST. PLANS. REFERENCE GEOTECH FOR MAXIMUM <br />SCORE JOINT SPACING RECOMMENDATIONS. <br />3 <br />SECTION - TYP. <br />SCALE: 1"=1'-0" <br />4" MIN. THICKNESS. SEE <br />LEGEND FOR LOCATION <br />AND FINISH OF PEDESTRIAN <br />PAVING. <br />6 <br />5 <br />4 <br />2 <br />3 <br />1 <br />6" <br />4"4" <br />2" TYP. <br />2" TYP.4" TYP. <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />DATE ISSUED: <br />PROJECT NO: <br />10/23/2023 <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />DE <br />L <br />H <br />I <br /> <br />C <br />O <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />RE <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <br />50 <br />5 <br /> <br />E <br />A <br />S <br />T <br /> <br />C <br />E <br />N <br />T <br />R <br />A <br />L <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />DESCRIPTION DATE <br />2022-40198 <br />THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS <br />INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF <br />EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY <br />NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR <br />DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA <br />ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. <br />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 <br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM <br />As Noted <br />SHEET <br />NUMBER:L4.401 <br />LANDSCAPE <br />CONSTRUCTION <br />DETAILS <br />E <br />H <br />P <br />F <br />A <br />N <br />BOULDERS <br />J <br />Q <br />- <br />PEDESTRIAN CONCRETE PAVING C EXPANSION JOINTS <br />METAL EDGE- DG APPLICATION <br />L CONCRETE STEP PADS <br />Q <br />TOT LOT SURFACING (PLAY GRASS) <br />T -SEAT WALL <br />CONCRETE CURB <br />NOTES: <br />1.#2 TOPCAST FINISH ON ALL CONCRETE. <br />SECTION - DEEPENED CURB @ PLAY GRASS <br />1 <br />2 1' <br />6"5 <br />2" <br />2" <br />1' <br />6 <br />LEGEND <br />APPLY 1 <br />2" RADIUS NOSE ALL EXPOSED EDGES <br />CONT. TYP. <br />#4 HORIZONTAL REBAR CONTINUOUS TOP AND <br />BOTTOM 3" MIN. CLEARANCE AT BOTTOM, 2" <br />CLEARANCE AT TOP <br />ADJACENT PLAY TURF. SEE DETAIL N, SHEET L4.101. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />3 <br />4 <br />505 E Central Ave <br />#B11/6/2024