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Agenda Packet_2024-11-19
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Agenda Packet_2024-11-19
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11/19/2024 8:48:28 AM
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City Clerk
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Clerk of the Council
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11/19/2024
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1' - 9"1' - 9"1' - 0"1' - 0"1' - 0"2' - 0"1' - 0" <br />1' - 9"2' - 4"1' - 6"1' - 6"EQ.EQ. <br />8' - 0"8' - 0"1' - 0"NOTES: <br />1.OVERALL DIMENSIONS TYPE. FOR SINGLE WORKD PAVEMENT MARKINGS <br />2.REFER TO MANUAL OF UNIFORM CONTROL DEVICES "MARKINGS" SECTIONS FOR ADDITIONAL <br />INFORMATIONS <br />6' - 0"TYP1' - 0"2' - 0" TYP.TRAFFIC YELLOW <br />UTILITY PIPING <br />8 GA GALV. STEEL <br />PIPE GAURD <br />COLUMN OR WALL <br />PER PLAN <br />NOTE: PROVIDE UTILITY <br />PROTECTION FOR ALL PLUMBING, <br />MECHANICAL, ELECTRICAL, <br />FIRE/LIFE SAFETY SYSTEMS AT <br />ALL LOCATIONS ADJACENT <br />PARKING STALLS AND DRIVE <br />AISLES <br />-TYPICAL ALL GARAGE AREAS <br />6"3' - 6"UTILITY PIPING <br />8 GA GALV. STEEL <br />PIPE GAURD <br />COLUMN OR WALL <br />PER PLAN <br />COORDINATE ATTACHMENT <br />WITH STRUCTURAL <br />ENGINEER <br />ELEVATION <br />PLAN .0.2"*0.9" <br />*0.45" <br />TAPERED EDGES <br />WHERE EXPOSED <br />TYPICAL SECTION <br />FLOOR <br />PER MFGR.PER MFGR. <br />1.125"1.125"TYP. <br />2.350"TYP.2.350"NOTE: <br />IF A WALK CROSSES OR ADJOINS A <br />VEHICULAR WAY AND THE WALKING <br />SURFACES ARE NOT SEPARATED BY <br />CURBS, RAILINGS, OR OTHER ELEMENTS <br />BETWEEN THE PEDESTRIAN AREAS AND <br />THE VEHICULAR AREAS, THE BOUNDARY <br />BETWEEN THE AREAS SHALL BE <br />DEFINED BY A CONTINUOUS <br />DETECTABLE WARNING WHICH SPANS <br />THE WIDTH OF THE OPENING AND IS A <br />MINIMAL DEPTH/LENGTH OF 3'-0" IN THE <br />DIRECTION OF TRAVEL. <br />GROUT CROWN <br />4" DIA. x 1/4" THICK <br />TUBE STEEL PIPE BOLLARD <br />FULLY GROUTED <br />20" DIA. STEEL PLATE <br />W/ (4) 4"x1/2" ANCHOR <br />HOOKS SPACED @ 90°, <br />WELDED TO TUBE <br />STEEL PIPE BOLLARD & <br />SET IN FLOOR SLAB <br />GARAGE FLOOR SLAB3' - 0"3"1/4"PRECAST <br />CONCRETE <br />WHEEL STOP <br />EPOXY <br />ADHESIVE SET <br />TO STRUCT. <br />CONC. SLAB <br />(NO DRILLING <br />ALLOWED).6"6"4'-0" WIDE <br />ELEVATION SECTION <br />WALL PER PLANS <br />CONCRETE CURB PER PLANS <br />W/ RADIUSED CORNER <br />GARAGE RAMP PER <br />STRUCTURAL DRAWINGS <br />6"6"CMU BLOCK WALL PER <br />PLANS <br />CONCRETE CURB <br />PER PLANS W/ 1/2" <br />CHAMFER AT <br />CORNER <br />CONCRETE GARAGE <br />SLAB PER STRUCT. <br />DRAWINGS <br />1' - 0"4" <br />NOTE: SEE WRITTEN SPECIFICATION <br />FOR SPECIFIC INSTALLATION <br />PROCEEDURES <br />3/8" THICK TILE FLOORING <br />1/4" EXPANSION JOINT WITH <br />SEALANT AND BACKER ROD <br />THINSET BOND COAT <br />CLEAVAGE MEMBRANE <br />SLOPE DEPRESSION W/ <br />STRUC. SLAB WHERE <br />OCCURS <br />STRUCTURAL SLAB <br />CLEAN CONCRETE SURFACE, ROUT <br />AND FILL ANY CRACKS WITH A <br />COMPATIBLE AND FLEXIBLE EPOXY <br />NOTE: PROVIDE 6 MIL VAPOR BARRIER <br />BELOW SLAB ON GRADE <br />FINISH FLOOR <br />2"REINFORCED MORTAR BED <br />PAINTED PARKING <br />STALL LINES <br />CONTROL JOINT <br />AT COLUMN GRID <br />1/8"x 3/4" SAW-CUT <br />SLAB ON GRADE <br />24" SQUARE JOINT <br />PATTERN, SAW- <br />CUT AT 45 <br />DEGREES TO <br />COLUMN GRID <br />2' - 0"2' - 0"STRUCTURA <br />L COLUMN <br />NOTE: THIS DETAIL PROVIDED AS A MINIMUM <br />REQUIREMENT. DETAILS ON STRUCTURAL <br />PLANS TAKE PRECEDENT. <br />1' - 9"1' - 6"1' - 0" <br />1' - 6"1' - 6"1' - 6"1' - 6"RED IDENTIFICATION MARK <br />PER FIRE DEPARTMENT <br />REQUIREMENTS <br />FIRE EXTINGUISHER SIGNAGE <br />PER FIRE DEPARTMENT <br />REQUIREMENTS <br />PER FIRE DEPARTMENTA. WALL CONDITIONB. COLUMN CONDITION <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.Job No.: <br />Drawn: <br />Checked: <br />BID Date:411 EAST HUNTINGTON DRIVESUITE 308ARCADIA, CALIFORNIA 91006PHN: (626) 446-5300TAG design worksSHEET # <br />SHEET TITLE:200 N. CABRILLO, SANTA ANA, CA 92701ARCHITECT:PROJECT ADDRESS:THE MADISON3/28/2022 DD SET <br />4/22/2022 100% DD <br />1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022 Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt <br />GARAGE & <br />GENERAL <br />PARKING <br />DETAILS <br />A7.221/2" = 1'-0"1TRAFFIC MARKING - FORWARD ARROW <br />1/2" = 1'-0"2TRAFFIC MARKING - TURN ARROW <br />1/2" = 1'-0"5TRAFFIC MARKING - STOP <br />1/2" = 1'-0"6TRAFFIC MARKING - PED. CROSSWALK <br />1 1/2" = 1'-0"13PIPE GUARD <br />1" = 1'-0"11DETECTABLE WARNING SURFACE <br />1 1/2" = 1'-0"12PIPE BOLLARD <br />3" = 1'-0"15WHEEL STOP <br />3" = 1'-0"3CONCRETE CURB AT RAMP <br />3" = 1'-0"7TRASH ROOM CURB <br />6" = 1'-0"9TILE FLOOR <br />1/4" = 1'-0"8CONTROL JOINT LAYOUT - TYP. <br />1/2" = 1'-0"10TRAFFIC MARKING - FORK ARROW <br />1/2" = 1'-0"4FIRE EXTINGUISHER <br />Date Issues / Revisions: <br /> <br /> <br />City Council 29 – 128 11/19/2024
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