Laserfiche WebLink
ISOLATION JOINT 3" = 1'-0" <br />NOTES: <br />1.PEDESTRIAN PAVING ONLY, PLACE JOINTS EVERY 150 SQ. FT. <br />2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT <br />LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. <br />SECTION <br />3/8" THICK FIBER JOINT WITH CAP <br />AND BACKER ROD, WITH 1/4" <br />RADIUS TOOLED EDGES. CAP WITH <br />SELF-LEVELING JOINT SEALER. <br />HAND SEED W/ SAND <br />FINISH SURFACE <br />5 <br />P-SA-24.036-07 <br />THICKENED EDGE 1 1/2" = 1'-0" <br />SECTION <br />8"4" <br />CO <br />N <br />C <br />. <br /> F <br />L <br />A <br />T <br />W <br />O <br />R <br />K <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />3/8" RADIUS EDGE FINISH GRADE <br />COMPACT <br />SUBGRADE TO 90% <br />RELATIVE <br />COMPACTION <br />6" FOR PEDESTRIAN <br />8" FOR VEHICULAR <br />1" AT TURF <br />6 <br />P-SA-24.036-08 <br />CONTRACTION JOINT - TOOLED 3" = 1'-0" <br />3/8" RADIUS TOOLED <br />WEAKENED PLANE JOINT <br />NOTES: <br />1.PLACE JOINTS AT 9' MAX. OR 50 SQ. FT. MAX. <br />2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT <br />LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. <br />FINISH SURFACE1-1/2" DEPTH FOR 4" CONC., <br />2" DEPTH FOR 6" CONC. <br />SECTION <br />2 <br />P-SA-24.036-03 <br />CONSTRUCTION JOINT - TOOLED 3" = 1'-0" <br />3/8" RADIUS TOOLED EDGE <br />NOTES: <br />1.PLACE JOINTS AT 15' MIN. TO 21' MAX. OR 150 SQ. FT. MAX. <br />2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT <br />LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. <br />FINISH SURFACE#4 X 18" LONG SPEED <br />DOWEL @ 18" O.C. <br />CENTERED IN <br />FLATWORK <br />SECTION <br />1 <br />P-SA-24.036-01 <br />DOWELED ISOLATION JOINT @ EXISTING 3" = 1'-0" <br />NOTES: <br />1.PLACE JOINTS AT 9' MAX. OR 150 SQ. FT. MAX. <br />2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT <br />LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. <br />SECTION <br />#4 X 18" LONG SPEED <br />DOWEL @ 18" O.C. <br />CENTERED IN <br />FLATWORK <br />3/8" THICK FIBER JOINT WITH CAP AND <br />BACKER ROD, WITH 1/4" RADIUS TOOLED <br />EDGES. CAP WITH SELF-LEVELING JOINT <br />SEALER. HAND SEED W/ SAND <br />FINISH SURFACE <br />3 <br />P-SA-24.036-05 <br />ISOLATION JOINT @ VERTICAL SURFACE 3" = 1'-0" <br />NOTES: <br />1.PLACE JOINTS AT 9' O.C. MAX. OR 50 SQ. FT. MAX. <br />2.CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT <br />LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. <br />SECTION <br />3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, <br />WITH 1/4" RADIUS TOOLED EDGES. CAP WITH <br />SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND <br />FINISH SURFACE <br />VERTICAL SURFACE, SEE PLAN <br />4 <br />P-SA-24.036-06 <br />REFER TO SHEET L-100 FOR GENERAL NOTES <br />CONSTRUCTION DETAILS - FLATWORK <br />NUMBER DATE INITIALS DESCRIPTION <br />PREPARED UNDER THE <br />SUPERVISION OF: <br />CITY OF SANTA ANA <br />FILE NO.: <br />INSTALLEDAPPROVED <br />CONSTRUCTION COMPLETED: <br />BENCHMARK NO.: SA-253-70 <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REFERENCES <br />PUBLIC WORKS AGENCY <br />XRCE NO.: <br />ELEV.: 176.00 (2010) <br />REVISIONS <br />SHEET OF <br />BENCHMARK DESCRIPTION: <br />OCS BM SA-253-70 <br />FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT <br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE <br />AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE <br />OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK <br />PORTOLA PARK <br />SPLASH PADREVIEWED FOR <br />CONSTRUCTABLITY: <br />PRINCIPAL CIVIL ENGINEER <br />DESIGNED: <br />PRINCIPAL CIVIL ENGINEER RCE NO.: <br />ES MM ES <br />LANDSCAPE ARCHITECT <br />DRAWN:CHECKED: <br />PS- <br />2 <br />5 <br />- <br />2 <br />4 <br />0 <br />1 <br />GARY VASQUEZ <br />1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 <br />811 <br />UNDERGROUND SERVICE ALERT. DIAL 811 <br />LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING <br />BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE <br />DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. <br />UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY <br />STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL <br />THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE <br />DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN <br />UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION <br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF <br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <br />11/26/25 <br />LICENSED LANDSCAPE ARCHITECT <br />SIGNATUREGARY M. VASQUEZ #3883 <br />DATE <br />RENEWAL DATE <br />02/2027 <br />AINROFILACFOETATS <br />DVDCreative <br />151 Kalmus Drive, Suite M8 <br />Costa Mesa, CA 92626 <br />714.641.1300 <br />dvdcreative.com <br />PO <br />R <br />T <br />O <br />L <br />A <br /> <br />P <br />A <br />R <br />K <br /> <br />S <br />P <br />L <br />A <br />S <br />H <br /> <br />P <br />A <br />D <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />5 <br />- <br />2 <br />4 <br />0 <br />1 <br />L-600 <br />10 57